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��pc,1y4F01�'CpGy Town of Southold 4/6/2017 P.O.Box 1179 nx, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38890 Date: 4/6/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40473 dated 2/19/2016 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: retail space(unit 3)in an existing commercial building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C 10-08-0005 10/14-2016 ELECTRICAL CERTIFICATE NO. 40473 10/19/2016 PLUMBERS CERTIFICATION DATED 8/10/2016 CarReoigPlumbing&Heating Othoed Signature �O g11FF040CG' Town of Southold 4/6/2017 0 P.O.Box 1179 - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38891 Date: 4/6/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40473 dated 2/19/2016 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: personal service use(Unit 4)in an existing commercial building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-08-0005 10/14/2016 ELECTRICAL CERTIFICATE NO. 40473 10/5/2016 PLUMBERS CERTIFICATION DATED 8/10/2016 C pe lumbin &Heating t orized Signature ��gUFFOI,�C�G Town of Southold 6/6/2017 0 P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38997 Date: 6/6/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25, Mattituck SCTM#: 473889 See/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40473 dated 2/19/2016 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: personal service use(Unit#2)in an existing commercial building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CIO-08-0005 10/14/2016 ELECTRICAL CERTIFICATE NO. 40473 1/31/2017 PLUMBERS CERTIFICATION DATED 8/10/2016 _Can;ReonpNmbing&Heating r A ho d Signature �,,UF F04CQG Town of Southold 6/21/2017 o - P.O.Box 1179 53095 Main Rd . ypyo ads, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39024 Date: 6/21/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40473 dated 2/19/2016 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: medical officenit#1)in an existing commercial building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-17-0005 5/31/2017 ELECTRICAL CERTIFICATE NO. 40473 4/18/2017 PLUMBERS CERTIFICATION DATED 8/10/2016 C mpeon Plumbing&Heating uth ed Signature ����g�yfFflt,f � Town of Southold 10/3/2017 4 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39251 Date: 9/29/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40473 dated 2/19/2016 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: medical office(Unit#5)in an existing commercial building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-17-0005 5/31/2017 ELECTRICAL CERTIFICATE NO. 40473 9/21/2017 PLUMBERS CERTIFICATION DATED 9/13/2017 Ca eon IrNmbing&Heating WAe% Signature ¢FOt���G Town of Southold 11/2/2017 P.O.Box 1179 . 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39259 Date: 11/2/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11600 Route 25, Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2016 pursuant to which Building Permit No. 40473 dated 2/19/2016 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: office building as applied for per ZBA#6013, dated 10/30/2008. The certificate is issued to Beach Land Development Corp. . Y of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-08-0005 10/14/2016 ELECTRICAL CERTIFICATE NO. 40473 11/2/2017 PLUMBERS CERTIFICATION DATED 11/2/2017 Ca eon P bing 8A Heating t oriz d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y 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#: 40473 Date: 2/19/2016 Permission is hereby granted to: Mattituck Development Corp C/O Goggins & Palumbo PO BOX 65 Mattituck, NY 11952 To: FOUNDATION OF 50'X 95' OFFICE BUILDING AS APPLIED FOR PER PLANNING AND ZBA. At premises located at: 725 Johns Rdl.,Mattituck SCTM # 473889 Sec/Block/Lot# 122.-3-17.1 Pursuant to application dated 2/19/2016 and approved by the Building Inspector. To expire on 8/20/2017. Fees: PERMIT RENEWAL $125.00 CO -COMMERCIAL $50.00 otal: $175.00 1 Building n (Pk%"s TOWN OFSOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE 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#: 40473 Date: 2/19/2016 Permission is hereby granted to: Beach Land Development Corp. C/O Goggins & Palumbo PO BOX 65 Mattituck, NY 11952 To: FOUNDATION OF 50'X 95' OFFICE BUILDING AS APPLIED FOR PER PLANNING AND ZBA. *AMENDED TO INCLUDE NEW OFFICE BUILDING AS APPLIED FOR PER PLANS DATED 5/11/16. At premises located at: 11600 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-3-17.1 Pursuant to application dated 2/19/2016 and approved by the Building Inspector. To expire on 8/20/2017. Fees: PERMIT RENEWAL $125.00 CO -COMMERCIAL $50.00 COMMERCIAL ADDITION/ALTERATION $4,012.40 Total: $4,187.40 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35251 Z Date DECEMBER 29, 2009 Permission is hereby granted to: END OF ROAD LLC 11700 MAIN ROAD MATTITUCK,NY 11952 for FOUNDATION OF 501X 95 ' OFFICE BUILDING AS APPLIED FOR PER PLANNING AND ZBA at premises located at 725 JOHNS RD MATTITUCK County Tax Map No. 473889 Section 122 Block 0003 Lot No. 017. 001 pursuant to application dated DECEMBER 14, 2009 and approved by the Building Inspector to expire on JUNE 29, 2011. Fee $ 250 . 00 Authorized Signature COPY Rev. 5/8/02 SO!/j�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.riche rta-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corp. Address: 11600 Route 25 City: Mattituck St: New York Zip: 11952 Building Permit#: 40473 Section: 122 Block 3 Lot. 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DC Electric License No: 4076-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 12 Ceiling Fixtures 15 HID Fixtures Service 3 ph 200A Hot Water ELE GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect 200 Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: "UNIT # 4" Notes. 4- EXIT/ EMERGENCY FIXTURES Inspector Signature: Date: October 5, 2016 0-81-Cert Electrical Compliance Form.xls OF SOU�'y®! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.riche rt(@town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corp. Address: 11600 Route 25 City: Mattituck St: New York Zip: 11952 Building Permit#: 40473 Section: 122 Block- 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DC Electric Inc. License No: 4076-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 31 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water 30A GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 30 CO Detectors Sub Panel 1 A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Combination "Exit/Emergency" Lights, 3-,Exhaust Fans, 1- GFCI Circuit Breake Notes: " UNIT #3 " Inspector Signature: Date: October 19, 2016 0-81-Cert Electrical Compliance Form(1).)ls SO(/ry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road cs� Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 .®�� n� y® roger.riche rt(a�town.southoId.ny.us C®UNTi, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corp. (Mattituck Center) Address: 11600 Route 25 City: Mattituck St: New York Zip: 11952 Building Permit* 40473 Section: 122 Block. 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: D.C. Electric Inc. License No: 4076- SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 16 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 1-100 A/C Blower 1 Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt1-30 Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures 11 TVSS Other Equipment: First Floor, Center Section "Salon" Notes: 2- Combination " Exit- Emergency " Fixtures, 1- Exhaust Fan, 1- Combination Smoke/CO Detector. Inspector Signature: Date: January 31, 2017 0-Cert Electrical Compliance FormAs pF SOUpg,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , ® roger.richert(ab-town.southold.ny.us Southold,NY 11971-0959 enumi BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corp. Address: 11600 Route 25 City: Mattituck St: New York Zip. 11952 Building Permit#: 40473 Section: 122 Block: 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 4253-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 29 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel 1 A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture 4 Time Clocks Disconnect Switches FA Twist Lock Exit Fixtures TVSS Other Equipment: First Floor Front Office Notes: 2- Combination Exit/Emergency Lights, 3- Exhaust Fans. Inspector Signature: Date: April 18, 2017 0-Cert Electrical Compliance Form(1).xls pF SO(/�y®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �., ® roger.richertRtown.southold.ny.us Southold,NY 11971-0959 C®U '�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Land Development Corp. (Pawlowski Inc.) Address: 11600 Route 25 (Unit 5) city:Mattituck st: New York zip: 11952 Building Permit#: 40473 Section: 122 Block: 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 4253-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 67 Ceiling Fixtures 36 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt g Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture2 Time Clocks Disconnect Switches g Twist Lock Exit Fixtures 5 TVSS Other Equipment: Unit # 5 - Second Floor-Front Notes* 2- Exhaust Fans. Inspector Signature: Date: September 21, 2017 0-Cert Electrical Compliance Form(2)As Certificate of Compliance .....................................................................................................................................................:....................................I....................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .............................._...................................................................._............................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Modern Electric East, Inc. Beachland Development Corp. PO Box 321 11700 Main Road Suite#5 Mattituck, NY 11952 Mattituck, NY 11952 Located at: 11700 Main Road Ste 5, Mattituck, NY 11952 Application Number#: 17-46196 Certificate#: 17,46196 Electrical License#: 4253-ME Section: Block: Lot: Building Permit#: 40473 Described as a'Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Interior Renovations -2nd Floor Suite 5/Air Conditioning Equipment A visual inspection of the premises electrical system, limited to electrical devices and'wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration,•or other authority having jurisdiction, and found to be in compliance therewith on the 20th day of September 2017 Name QTY. 2x2 Lay-in Fixture - 15 Amp, 120V 39 Exit Fixture - 15 Amp, 120V 5 Switch - 15 Amp, 120V 19 Recessed Fixture - 15 Amp, 120V 3 GFI Receptacle- 15 Amp, 120 V 8 Duplex Receptacle - 15 Amp, 120V 62 Exhaust Fan- 15 Amp, 120V 2 Wall Pack Light- 15 Amp. 120V 2 Electrical Inspector: Anthony Giordano APPROVEDo `OCT 4 2017' BUMDING DEff. TO70FSOUMOhis certificate is not valid unless raised seal is present. Certificate of Compliance .................................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Modern Electric East, Inc. Beachland Development Corp. PO Box 321 11700 Main Road Suite#5 Mattituck, NY 11952 Mattituck, NY 11952 Located at: 11700 Main Road Ste 5, Mattituck, NY 11952 Application Number-#: 17-46196 Certificate#: 17-46196 Electrical License#: 4253-ME Section: Block: Lot: Building Permit#: 40473 .Name QTY AC Blower- 15 Amp, 220V 1 AC Condenser-30 Amp, 220V 1 Electric Water Heater Circuit- 30 Amp, 220V 1 Electrical Inspector: Anthony Giordano `�tAPPROVED o This certificate is not'valid unless raised seal is present. o C�C�C OdL D OCT2017 RUELDING DEIN. TOWN OF SOUMOLD pF SOlvpz'olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 COO Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD I AUG 1 5 2016 CERTIFICATION BUILDING DEPT. TOWN OF SOUTTHOLD Date: O8 1/0 - Zo/li Building Permit No. 3 G l GG z J ? �� �/�� //70® ��� Owner: (Please print)/ l Plumber: � h roti ��6/�, $2/- (Please (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this I 1 41n day of 20 t( KEVIN VENEN'DAAL Notary Public Suffolk County,NY My commission Expires 3/25/29 #01 VE6105925 zoZo otary Pudic., Su Q�o C County SOLDER CERTIFICATION DATE: BUILDING PERMIT NO. OWNER: xr./l PROPERTY ADDRESS:_ PLUMBER: l � , 'WE ay, COMPANY: or PHONE# I certify that the solder used in the water supply contains less than 0.2 of 1% lead. 1 S rn to befor e this Day ofk Pfugarxnature Notary PuAlitg LISA R.BIGHAM Notary Public,Sate of New York D Qualified in Suffolk County D�j No.01816221552 LE) My Commission Expires 05/03 SEP 2 6 2017 BUILDING DEPT. TOWN OF SOUTHOLD OF SO(/T�o� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 f 9 T 5FECTION ( , [ FONNDATIOiN IST t;/I--ROUGH PLGG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTMT PENETRATION REMARKS:-Ohl- ZLZ r� DATE 0 INSPECTOR 12 rAf s 0 u TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST ] ROUGH PLUMBING [ ],,,"NDATIO INSULATION STRAPPIN [vj FRAMI;;;;G FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL��ION CAULKING L REMARKS: D AT E Av INSPECTOR A4C rjf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ROUGH PLUMBING I �WNDATION 2ND INSULATION Vf'FRAMING I STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REMARKS:-=7.� - �7- e4f!!��- 0' , -99�- ,0.2 DATE INSPECTOR pF SO(/lyolo �o holy comm, ��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION _ [ ] FOUNDATION 1ST [Vf-"ROUGH PLEIG JC�� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � r DATE INSPECTOR o��pE SOUlyo tA �y00UMV,p� �, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 l� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ®REMARKS: DATE - 47/u///6`7 INSPECTO ` �1 i i f E L' l , firms OF SOUy y cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 'INSPECTION [ ] FOUNDATION IST [ ] GH -PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: uff6fif �, = 1 o V V DATE lVVh INSPECTOR ®u b OF SOUlyo U'll-(+ N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLEIG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Leaww 64 V1 Seo 1� C 0 DATE 110 INSPECTOR SOUTyo 73 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL b ROUGH) [ ] ELECTRICAL (FINAL) HA REMARKS: I 94LI, 4'1�llef WVJ DATE INSPECTOR OF SOpTyOlo 4-1 - �YOOUM`l TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - ELECTRICAL (FINAL) REMARKS: DATE �� �� INSPECTOR F SO �j l �0 Coulov,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION(Stf Awl lli [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V m-6w* 1 i� DATE 0 Iv I INSPECTOR OF SOUlyolo q62 coulo,`( I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE G� �1 1 INSPECTORS cOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: ME6.44 o . DATE 1V1! INSPECTOR qc)qi3 OF SOUlyolo s N 0 a� �Ol���,��`' 2 / Cil 71p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND- [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: r3 ) DATE INSPECTOR SO(/l tio�� S'p�o cOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION ,n [ ] FRAMING / STRAPPING [ ] FINAL Cpmr,o„Vli�{/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Au4 cvv/ DATE INSPECTOR SO(/lyo �o �y00UMY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 10- [ ] FOUNDATION 1ST [ R GH PLEIG. [ ] OUNDATION 2ND [ INSULATION [ FRAMING)/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: OW UK4 , 0r&LN4l'm0K 0 qrd, bk/ . ®KFaual/ Plo'bil DATE INSPECTOR 5f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION[ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [rSAULATIO, Io1`tiFRAMING / STRAPPING [ NL(�Ok1; riii' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q ��mv w DATE 1 D let INSPECTOR ` 2— �/7. OE SOUr'yo� �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A/V 65AI6 pc5�as. FdA OA) �� . a VQ64) 0 r- 2 DATE 0 ' 0 INSPECTOR �� AfIVA e7f SO4,0 UlyOlo UNi'l,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 41 765-1802 INSPECTION l [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR `� SU L N oa* V I UTyolo ifS �'YOOUM'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) (. y REMARKS: ` Clow I~ Quv-4v4)lz it. t.,e k rv\ WE oz C o 64- 'o r✓ 1►� 1, "r- OdDk- Iop M t RaomV '(2. fid✓ 1 S vt r 0 MW► ( ndbV' DATE 1� INSPECTOR OF SOUlyolo cou OWN OF SOUTHOLD BUILDING DEPT. 765-1802 �OW INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR - 3+ l 6 NO, 7-5 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: /_1pl.A ( �� 'p -62& ,ems tI af�A) U4offv- 77) I&C-4 IA):�T �_JAT2'IL 010 Q17F VkbL--- DATE � a INSPECTOR O��� ��OF 50Ulyo h� �O • h0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL �( ( %?i� 1*rrAj, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION y [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , ] ELECT_ICAL (ROUGH) [ ] ELECTAL (FINAL) Vh ( � EMARKS: R�� k C-/C;> 'r(hc I DATE d INSPECTOR ��OE SOUTyo 71: cOUM'10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING i STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R E-7 KS: Or- V�54- c'o� DATE ®� INSPECTOR OE SO(/lyo Z-� CA cou • �o T TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [�FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINA REMARKS: A & T .� (rn - WiLi, < h -- C�� A' f�r �I • 4 DATE `��- INSPECTOR - ck -FaZ (3` r l 1 ��OF SOUTyo �ycoum 0 TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) , ka 1 -7 REMARKS:E 1 (�A< < I�rvk!t$lv)�&Lo' A C.% DATE. &T INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPEC ION [ ] FOUNDATION 1ST [ UGH PLBG. ZtOUNDATION 2ND [ INSULATION RRAA_MIINNG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) EMARKS: � �VMyJI DATE INSPECTOR SOUTHOLD TOWN FIRE MARSHALL -- -- NOTES & COMMENTS BUSINESS/JOB ,}.y 6)6rge S/B/L 1Z2--3 - ( 7- DATE Date Notes &Comment �J n 7 � S d 4`- L� 0 )J (Lb- �� vJ �u► Ali& Ektee6ENC C � lA10T �V 64i b 2 fj re-- o FIRENOTES.docx �l SOUTHOLD TOWN FIRE MARSHALL -- NOTES & COMMTS BUSINESS/JOB� ` �DA-7_3 (VLE�,-T- L14- ) S/B/L DATE Q-2.a ^ IG Date Notes &Comment 174 t LIE� S-rb�� 0 PSTAZI C�Jkfi;� ---------- h, PC t4 77 -,zi 16 FIRENOTES.docx i James V. De Lucca,R.A. 12 Linda Lane East Riverhead, N.Y. 11901 jamesvdelucca@optimum.net (631 ) 727-1 61 1 September 26,2016 Southhold Town Hall Building DepartmentD IEQ� V 53095 Main Road V D P.O. Box 1179 Southold, New York 11971 -1179 SEP 2 9 2016 RE-: -Hudson City Plaza WELDING DEM Mattituck, N.Y. TOWNOFSOMOLD Two story Office Building Floor and Roof Truss Bracing Enclosed: Copy of Roof and- Floor Truss Drawings with Work Order #`s 34238R and 34238 dated 3/29/16. W.O. #34238R 27 Pages & W.O. # 34238 14 pages. Dear Mr. Verity, Chief Building Inspector, On September 13,2016 I inspected the bracing for the above referenced Two Story Bank Building, for both Floor and Roof Trusses. In my opinion the bracing was installed to generally acceptable standards. This letter does not take responsibility for the structural integrity of the trusses, changes made to the structural bearing walls, foundation locations, floor plans, and elevations on Building Departments Approved Drawings. Very/uly/You 1 James V. De Lucca,R.A. BARYLSKI LAND SURVEYING PE LS PO BOX 1302 BRIDGEHAMPTON, NY 11932 PHONE 631-537-7944 FAX 631-537-5913 October 13, 2016 Town of Southold Building Department 55135 Main Road Southold, NY 11971 RE: Southold Building Permit#40474/3 Office Building project, 11700 Main Road, Mattituck, NY SCTM # 122-03-17.1 To Whom it may concern: This is to certify that: 1. The foundation has been installed according to NYS Code, Town Code, and as detailed by the plans submitted. 2. The framing strapping has been installed according to NYS Code, Town Code, and as detailed by the plans submitted. Very truly yours, John Barylski, PE LS JB: do BAR���®`A "ROFESSlO��� D OCT 2 0 2016 BUILDING DEPT. TOWN OF SOUTHOLD Jeffrey Sands Architect October 27,-2016 Pro e : D Mattituck Office Complex OCT 2 8 2016 11700 Main-Road BUILDING DEPT. Mattituck, NY 11952 TOWN OF SOUTHOLD RE: field Inspection relating to permits#40474 and #40473 Attention Town of Southold Building Department: This letter is to certify that 1, Jeffrey Sands Architect NYS Lic#027894, has carried out.a field inspection at 11700 Main Road, Mattituck. To the best of my ability it is in my opinion that The truss work and bracing fabricated by the Truss Engineering Corporation and structural framing has been installed per code. Upon inspection of certain areas of foundation it is in my opinion that the rigid perimeter insulation has been install per plan. Sincerely, C AAC MS - w n -1 ,2789,A 0F, '44 Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax,631-576-8916 email—jeffrev sands(ccD-hotmail.com Jeffrey Sands Architect November 8, 2016 D Property: NOV 14 2016 Mattituck Office Complex BUILDING DEPT: 11700 Main Road TOWN OF SOUTHOLD Mattituck, NY 11952 RE: Plumbinq relating to permits#40474 and #40473 Attention Town of Southold Building Department: To the best of my knowledge it is in my opinion that the plumbing was installed to New York State Plumbing Code. Sincerely, ED ARC, ��PEY M. 0 s 9 A yOQ� NES Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916 email—Lffrey sandsO_hotmail.com SOUTHOLD TOWN FIRE MARSHALL -- NOTES & COMMENTS BUSINESS/JOB 10 �(-j ?2 S/B/L DATE Date Notes &Comment c---SP fT LZ 19 wl m FIRENOTES.docx ,r • FOUNDATION(2t F PLUMBING ell,M q / � MWA INSULATION PER N.Y. STATE ENERGY CODE ADDITIONAL C• 1 I 'v - \ - lilt Ml alm g67111 11 ►11 M1 • ' MA ( � ��r\ 7MI • �. / AWA f 1 / V �� • - - �clt ( � r� o K v�� i �hs�t�i b N Dk , ' � "MID, OW MAU* YIN ME M's RM r • STATE • •D, J� Mr -- b,�A e��Y•.�i v Ei�l�� - �r_'� 1 it •� l �' � _ 1 1 r1. ..li/I 1i COMMENTS wa� a �� � ► -,_� Arm IF p ,� - wi INSULATION PER N.Y. STATE ENERGY CODE 75A.! v ��l'�,: •' `mit'/���., � _ j�� ADDITIONAL CWIMENTS ��lf��/ � `wt�liLZ• � , \ TOWN HALL , Board of Health SOU T HOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3sa �/ Check Septic Form N.Y.S.D.E.C. Trustees IW4Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 4/2,120 Mail to: Disapproved a/c Phone: &'3(' 617 7 Expiration ,20JJ °�' a i� 0 P Building Inspector ® a APPLICATION FOR BUILDING PERMIT DEC 14 2009 Date ► ( l , 20_�? INSTRUCTIONS W0 G ation ST e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, acc lan to cale. Fee according to schedule. b. Plot plan showing loca on 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. (Signature of applicant or name,if)corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises `'^i D D - 146` IZ—v,4 Df c- e b o Z,/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: L( 700 //V ✓�� 4- TyC,� House Number Street Hamlet County Tax Map No. 1000 Section G BlnlSck_, ,(� Lot E Subdivisionsl,O,F 'ecl Map 170: , ,;;�a �➢ Lot a. Existing use anct occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building r— Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '-0 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /t/,4 , 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. 7. Dimensions of existing structures, if any: Front Rear IVs' Depth. Height /V, '-. Number of Stories ItlA,— Dimensions of same structure with alterations or additions: Front F�earG�� Depth /V r Height Number of Stbn'e` s°_ 7 i 8. Dimensions of entire new construction.: Front .5—(q Rear -5-0 1 Depth Height 3 y ' f Number of Stories c9 9. Size of lot: Front -2 Rear `� Depth ..T 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated / e q c2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 7D 4- 4?Pao vp-Ls' Q6-C6,✓F 13. Will lot be re-graded? YES / NO Will excess fill be removed from premises? YES NO i/v D-co,v z i-r Y Pj_'q IA ��u3 �'� � > � e<v//��Zar1�z/ N�J" `j r 14. Names of Owner of premises c w A e h r�r11-1_1;F-alt, a1;F-alto ILL�Address Phone No. `(-7 7 ' `e"J Name of Architect tel"✓ &K f=s' Address /6 G 41,dy4dE ei�. p0 Phone No 7d- - Name of Contractor 0 Lj e/r_�l Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES' NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS'y<'� ) /I-C,/4L6;5 //,-I /I2pr,��, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, I (S)He is thei h— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day f J 4,C 20 Z�__. — � L/ Notary Public DANIEL C. MOONEY Signature of Applican Notary Public,State of New York No. 02-MO60r-?771 ,` _ Oualified in Suffolk County ww �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLj, Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3S !�—/z Check Septic Form N Y.S D E.C. Trustees Flood Permit Examined '20� Storm-Water Assessment Form Contact: ��l C Approved / 1,20 Mail to: Disapproved a/c Phone: b 3( - q77 r1&_ s_ Expiration ,20� Building Inspector ® APPLICATION FOR BUILDING PERMIT I DEC 14 2009 Date a `� , 20A__ INSTRUCTIONS i BLDG. a.Tli 1 sgq tion ST e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, ace D Ian to cale.Fee according to schedule. b. Plot plan showing loca on of lot and of buildings on premises,relationship to adjoining premises or public streets orll 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 permiti 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 j 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. I (Signature of applicant or name,if corporation) I © ( x '7 3 1AS-C^42caw I(r(3;�, (Mailing address of applicant) I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder pal nl E%(� Name of-owner of premises C�,t/D GAF %14F_ 1�v,4 0 e-4- c- o,?/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: tc 700 //v .4—C/I/ ,2j IkI4—r/'T1`C&f House Number Street Hamlet County Tax Map No. 1000 Section G�2 a Black,. , (� �-,..- Lot /7 / Subdivision �b:,,Fifed Wap No: :;a aa,°1 Lot i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy `«;S 3. Nature of work (check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 9-17 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /t/,4 , Number of dwelling units on each floor If garage, number of cars /-/"g- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height /V, '4- Number of Stories Dimensions of same structure with alterations or additions: Front Depth Ili e Height ,b/, Number of Stories.' 8. Dimensions of entire new construction: Front s r Rear -�� s1', Depth Height 3�( =� Number of Stories o� i F�ti l tl �-! f 9. Size of lot: Front Rear `� Depth Z '? 10. Date of Purchase (� 2� ��✓ Name of Former Owner /-I,/- 11. Zone or use district in which premises are situated /5�' Q`j c2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 7,0 4- 4Pnav,,'A-L-S' 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO %/✓Di o rU,:i T Y t9Lr9 ZF<�r�2�v.z/ -,,/�/ 14. Names of Owner of premises c w o c F ir;r2o,�v L�4Address Q �'X ? } Phone No. C-(-7 '7 Name of Architect Address c'fi, /)Phone No 7d-� < / Name of Contractor O LJ „/r,',1 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO r * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUiv-TY OF-����=r ) /i'q e-"�/ lItf 1,4t-y, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ?z���H/�1 r%L�ri i•�–/L W1;�6? D� <<�di� �� cTjlt�G /Lri•�y c, c l)P �,— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this f L( day f J F C 20� Notary Public DANIEL C. MOONEY Signature of Applican Notary Public,State of New York No. 02-MO6052771 Oualified in Suffolk County f�..�vr.inainn IFvnirac nrjrnl&r 9r%, Q(1J49 APPEALS BOARD MEMBERS *OF SO Mailing Address: Gerard P. Goehringer, Chairman �p`� �l0 Southold Town Hall 53095 Main Road • P.O. Box 1179 Ruth D. Oliva Southold,NY 11971-0959 James Dinizio,Jr. G • Office Location: Michael A. Simon 'O Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman couff ,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 . Fax(631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING DATE: OCTOBER 30, 2008 ZBA# 6013—End of the Road LLC by Daniel C. Mooney, Esq. Location of Property: 11500/11600/11700 Main Road (NYS Route 25) and John's Road (private), Mattituck CTM 122-3-17.1 (formerly 1.2, 2, 5.1 and 17) SEQ.RA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. In addition, the Planning Board as Lead Agency has issued a Negative Declaration (also insert PB Negative Declaration SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 19, 2007 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's 84,142 sq. ft. parcel comprises four county tax map numbers with 164.79 ft. along Route 25 (Main Road) and 218.16 ft. along RO- W known as John's Road is improved with various existing structures as shown on survey prepared by Nathan Taft Corwin III, Land Surveyor dated 7/12/06 last updated 8/27/07. The premises are located in Business and R-40 Residential Zone Districts. BASIS OF APPLICATION: Request for Variances under Sections 280-49 and 280-78B-I, based on the Building Inspector's November 19, 2007 amended Notice of Disapproval concerning proposed construction of two buildings (with retail, office and bank space in this B-General Business Zone District. The reasons for disapproving the building permit application are: (1) one of the two buildings will be less than 25 feet from the side property line, after demolition of existing buildings, and (2) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-1. The existing buildings are proposed to be demolished. LWRP: TOWN CODE CHAPTER 95: This application is exempt under Town Code Chapter 268 (95). Page 2— October 30, 2008 F D ZBA#6013—End of the Road, LLC CTM No. 122-3-1.2, 2, 5.1 and 17 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 20, 2007, and a public hearing on the applicant's amended application on June 26, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant is requesting relief under Code Sections 280-49, 280-50 (A and C), and 280-78B-I, based on the Building Inspector's amended May 2, 2008 Notice of Disapproval concerning proposed construction of two buildings, with retail, office and bank space in the B-General Business Zone District. The reasons for disapproving the building permit application are: (1) a building is proposed with a single side yard of less than 25 feet and set back at less than 75 feet from the right-of-way; (2) a building is proposed at less than 75 feet from the right-of-way and will be greater than the code limitation of 60 linear feet in width; (3) the accessory parking area is located in an R-40 Residential Zone District, which the code states is permitted upon approval of the Board of Appeals under Section 280-78-B-I. The new construction is proposed after demolishing the existing buildings. ADDITIONAL INFORMATION: The proposed construction on this 84,142 sq. ft. parcel is in a B Business Zone District, and a portion of the proposed parking falls within the R-40 Residential Zone. The project consists of a proposed bank Building of 3,241 sq. ft., and an Office Building of 13,227 sq. ft. The proposed two-story Office Building will have a single side yard of 17.4'. The office building, as proposed, will be setback 52.5' and the Bank Building will be setback 73' from the R-0- W. The Bank Building as proposed will have 85' linear feet in width. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law X2'67-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setbacks requested are greater than the setbacks of nearby buildings. The parcel to the west has a 12 ft. and a 33 ft. setback to the front right-of-way line. None of the present buildings on either side of the Main Road in close vicinity meets the code-required right-of-way or front yard setbacks. One of applicant's buildings has a zero side setback, and the plan as amended provides for a 17.4 minimum side yard setback. The new building plan is based on numerous changes made during the site plan process with both the Planning Board and Zoning Board of appeals for more conformity with the codes, and improvements resulting from demolition of four highly substandard, non-conforming buildings which also lack Town approval, for parking and site plan and lack of curb cuts for safe egress and ingress along the Main Road (NYS Route 25) in the Hamlet of Mattituck. The mixed uses that exist currently with the nonconforming buildings will be eliminated. The new parking will be an expansion to increase the a Page 3- October 30, 2008 1 f ZBA#6013-End of the Road,LLC CTM No. 122-3-1.2, 2, 5 1 and 17 number of spaces, while providing for substantial screening and landscape buffer adjacent to the boundary lines of the property, and preserving large trees. The existing buildings are approximately 16,638 square feet, based on the Assessor's gross square footage of assessment, and the total proposed square footage for the new construction will be +/- 16,468 square feet. The removal of the existing building on the site and the replacement with two new buildings under current building codes, will not cause a detriment to the immediate neighborhood. The difference of the two are so insignificant and will not create an undesirable change to the town or nearby properties. One building will be 55 feet wide which meet the code maximum limitation of 60 feet for linear footage, except that roof over the drive through brings the total linear feet to 80 feet. The roof over drive through was moved to the easterly side to lessen the impact of the lighting on John's road residences and because it is safer to have the ATM visible from the Main Road, as close to the front of the building and as far away from the residential area as is possible. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The restrictions on the property with its mixed zoning use districts do not provide for any other alternative for parking in a R-40 Zoning when it is related to the adjacent Business Zone, and that the applicant is offering as more conforming and expanded than the parking that exists. The buildings that exist are nonconforming and in disrepair. The establishment of approved access with new curb cuts at NYS Route 25, a high traffic area with a perpendicular road, is needed. The proposed construction is low-impact in its intensity, for one bank building and one office building. 3. Town Law &267-b(3)(b)(3). The variances requested herein are not substantial. The proposed setback requested is greater than the setback of nearby buildings. Also, the application is based on code nonconformities that have existed for many years with four buildings occupied at the site. The new site plan provides for location of two new buildings, and is the maximum that the Board would entertain. 4. Town Law §267-b(3)(b)(5). The difficulty has been self created. The applicant proposes to reduce the nonconformities with a new site plan and to demolish and remove many setback, parking, and other zoning code nonconformities that have existed for many years. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this mixed business and residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The application as proposed will be able to provide more safety in respect to parking, access, visual improvements, noise reduction as compared to the permitted business uses conducted at the property. In addition, the drainage system will insure that there is no runoff onto any parcel or onto John's Road (a private road). 6. Town Law &267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing new buildings on this property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. a- Page 4— October 30, 2008 ZBA#6013=End of the Road, LLC CTM No. 122-3-12, 2, 5.1 and 17 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Chairman Goehringer, seconded by Member Weisman, and duly carried, to GRANT as shown on site plan prepared by James V. DeLucca, R.A. last dated April 9, 2008, Sketch Site Plan dated 6/23/08, and Elevation Plan Sheets 1 and 2, dated 4/4/08, subject to the following conditions: 1. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence, and place blue stone the remaining residential portion of the parking lot (except for handicap parking). 2. Lighting to be shielded to the ground in the parking lot. The above conditions shall be written into the building inspector's certificate of occupancy. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mnnimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehrmger, Oliva, Dmizi,& imon, d,*e-isman. leis Re olu n was duly adopted (5-0). ��39 ARD P. GOEHRINGER, CHAIRMAN 0/30/08 Approved for filing v I D q7 MAILING ADDRESS: PLANNING BOARD MEMBERS *0 s® y® P.O. °sox1 19soi171 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY ® �O� 54375 State Route 25 JAMES H.RICH III Ol� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR C®UNTi, Southold, NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD -D F=(9[20Vj2 October 4, 2016 D 0 CT 13 2016 Mr. Paul Pawlowski DUELDIRTG g4 . P.O. Box 783 TOWN OF SOUTHOLD Mattituck, NY 11952, Re: Approval - Hudson City Amended Site Plan,Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: ° WHEREAS, this proposed Amended Site Plan is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts; and WHEREAS, on July 7, 2016, Paul Pawlowski, owner, submitted an Amended Site Plan Application for review; and WHEREAS, on July 25, 2016, the Planning Board found the application incomplete for review and required revisions and additional information; and WHEREAS, on July 29, 2016, Paul Pawlowski, owner, submitted revised Site Plans and additional information for review; and WHEREAS, on August 8, 2016, the Planning Board formally accepted the Amended Site Plan Application as complete for review; and WHEREAS, on August 8, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is a Type II Action, as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and i Hudson City Amended Page 2 October 4, 2016 WHEREAS, on August 10, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on August 24, 2016, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on September 12, 2016, a Public Hearing was held and closed; and WHEREAS, on August 30, 2016, the Southold Town Engineer reviewed the amended application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management since there is no proposed footprint expansion or creation of new impervious surface areas; and WHEREAS, on September 1, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on September 14, 2016, the New York State Department of Transportation (NYSDOT) provided-written confirmation that all approved site work has been completed for Highway Work Permit#20161053646; and WHEREAS, on September 22, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference#C10-08-0005 for a mixed use building (16 seat max, dry retail, medical office) @ 965.14 gpd; and WHEREAS, on September 28, 2016, 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, on September 30, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed medical offices, retail and restaurant as permitted uses in the General Business (B) Zoning District; and WHEREAS, on October 3, 2016, 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, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Amended Site Plan with two (2) conditions entitled "Hudson City Savings Bank", prepared by L. K. McLean Associates, P.C., dated July 12, 2006 and last revised August 28, 2016. v Hudson City Amended Page 3 October 4, 2016 Conditions: 1. This Amended Site Plan is for the purpose of illustrating approved changes to the interior uses of the 9500 sf building and on-site parking totals; the approved Site Plan with approval stamp dated September 16, 2009 remains in effect for all other details that are not specifically noted on this Amended Site Plan; and 2. Best Management Practices to lessen impact on surface water and ground water quality: a. Use of native, drought-tolerant plants in landscaping. b. Use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. A maximum of 1 Ib. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st. e. 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. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall'focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 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. Hudson City Amended Page 4 October 4, 2016 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. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map 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. Print name: AZL�� ' , Applicant/Agent Signatur : Date: MAILING ADDRESS: PLANNING BOARD MEMBERS .`OF SU!/r P.O. Box 1179 DONALD J.WILCENSKI O�� �Ql Southold, NY 11971 Chair '` � �y OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G� Q 54375 State Route 25 JAMES H.RICH III �O ® a� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR `OUN11, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 29 2017 DD LIAR 3 ® 2097 Mr. Paul Pawlowski EUILDINGDET. P.O. Box 783 TOWN OF SOUTDOLD Mattituck, NY 11952 Re: Approved Site Plan: Hudson City Amended Located at 11600 Route 25, s/e/o Pacific Street & NYS Route 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspection made March 8, 2017 and the submitted as-built floor plan dated February 9, 2017 and supports the issuance of a Certificate of Occupancy (CO). The as-built floor plan was provided to the Planning Board to illustrate interior changes to the approved Amended Site Plan. The changes are as follows: 1. Decrease in area of retail use on first floor; 2. Decrease in area of medical office on second floor; 3. Addition of a 4-station Personal Service use on first floor requiring ten (10) parking spaces; 4. Addition of a 4-room Personal Service use on the second floor requiring ten (10) parking spaces. The as-built changes do not alter the number of parking stalls approved on site and will not change the overall function of the site plan; the overall parking requirement difference is zero (0). Furthermore, the Planning Board has no concern with CO's being issued for the remaining units as they become occupied consistent with the approved plans. �i Hudson Citv Amended Page Two March 29, 2017 With exception of the items detailed above, the site is now in conformance with the approved Site Plan entitled "Hudson City Savings Bank", prepared by L. K. McLean Associates, P.C., dated July 12, 2006 and last revised August 28, 2016. The Amended Site Plan is for the purpose of illustrating approved changes to the interior uses of the 9,500 sq. ft., building and on-site parking totals; the approved Site Plan with approval stamp dated September 16, 2009 remains in effect for all other details that are not specifically noted on the Amended Site Plan. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Town Engineer SQ�jIyD� Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road y (631)765- 5 P.O.Box 1179 G Q roger.dchert taown.soutfio� .ny.us Southold,NY 1197I-0959 ~ �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION \ REQUESTED BY � Date: Company Name: C Name: License No.: o 7,L6-mc Address: d 110v ° i c Phone No.: - �3 6 g�_r,3 63 L /ew JOESITE INFORMATION: (*indicates required information) *Name: *Address: ; d *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section:--�iZ.� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) e (Please Circle All That Apply) *Is job ready for inspection: (;;5!NO' ORough In Final *Do you need a Temp Certificate: - Temp Information(if needed) 16ee9 arr,�) *Service Size: 1 Phase Phase 100 150 200 300 350 • 400 Othe *New Senilce: Re-connect <Riiround Number of Meters Change of Service Overhead Additional ftormcItion �, PAYMENT DUE WITH APPLICATION _ p 82,Request for Inspection Form 7 �o��pF SO�jIyD! Town Hall Annex Telephone(631)765-1802 54375 Main Road p�aaxx g9 Qp22 P.O.Box 1179 G Q roger.dchert sown sOUth5i15.ny.uS Southold,NY 11971-0959Q �O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: c� A � Company Name: Name: S License No.: Address: ® ox1 ® Phone No. 5 3 — �g ' i JOBSITE INFORMATION: (*Indicates required information) *Name: C"-7�-eAK -6�cAc-�k Lc�nd 1�ev , cop *Address: DO a J *Cross Street: *Phone No.: 3 0- 15 D - 5 6141 Permit No.: Tax-Map District: 1000 Section:_ � �"� Block:�_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ana MS-HU a - I (Please Circle All hat Apply) *Is job ready for inspection: YES NORough In Final *Do you need a Temp Certificate: YES! NO Temp Information(if needed) " *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION c� ' 82-Request forEnspecUon Form I - Town Hall Awzex ; �R Telephone(631)765-1802 54375 MzidRoad � �t63 P.O.Box 1179 G Q ro0er richerk&-5&uso7=.nv.us Southold,NY 11971-0959 t"�If11 is�+ I BUILDING DEPARTNEW TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' . �t�vc`� �OfOtl!-� Date: Company Name: C Name: License No.: Address: l l Phone No. �`— 5:� ,S'(v� . 1 JOBSITE INFORMATION: (*Indicates required information) *Name: G�C *Address: G & 1 *Cross Street: *Phone No.. Permit No.: Tax-Map District: 9000 Section: Block: Lot: *BRIEF DESCRIPTION-OF WORK(Please Print Clearly) � � (ad 0 r �- (Please Circle Alf That Apply) Is job ready for inspection: YE / NO. Rough ! \ Fina! *Do.you need a Temp Certificate: S! NO Temp Information-(lf needed) *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional In€ormation: t PAYMENT DUE WITH APPLICATION B2�eWest for Inspection Form �{ � b Y� � C t J uk) 01- _ Town Hall An= Telephone(631)765-1802 54375 Main'Road y ax(631)0765Q P.O.Box 1I79 • roaerriche OWn.S O nV us Southold,NY 11971-0959 t�e WADING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: t / RoS64 r- Date: Company Name: Name:LicenseNo.:No.: Address: Q jn U j f CS Phone No.: - 1 JOBSITE INFORMATION: (*Iridicates required information) *Name: *Address: D d /�`� o/' G // *Cross Street: *Phone No.: 3 j 15 0 Permit No.: LfD Tax Map District: 9000 . ection: Block:_ Lot: Y"7( *BRIEF DESCRiPTION'°OF WORK(Please Print Clearly) Ao r zzo 4 1 _ (Please Circle All That Apply) i Is job ready for inspection: YES NOough I Final *Do-you need a Temp Certificate: YES! NO Temp Inforrnation Qf needed) *Service Size: 9 Phase 3Phase 900 950 200 300 350 400 Other �1r� *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional In€ormation: PAYMENT DUE WITH APPLICATION D C� r d LA - 4;k quest for Inspection Form . of so�ryo! o ; Town Hall Annex Telephone(631)765-1802 64375 Main Road P.O.Box I179 Q ro er.richert owr%sout�ioQd.n .us Southold,NY 11971-0959 �1�� �® 4UIVi`I, BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: David Rosante Date; 9/15/16 Company Name: D.C. Electric, Inc. Name: License No.: 4076-ME Address: Box 1310, Quogue, NY 11959 Phone No.: ! 631-653-3628 I i JOBSITE INFORMATION: (*Indicates required information) *Name: Mattituck Center *Address: X99-Main Road, Mattituck, NY 11952 *Cross Street: Pacific Street *Phone No.: 631-850-5452 i Permit No.: 1107 Tax-Map District: 1000 . Section: Block: Lot: ��, 1'— • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1 (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information(if needed) 1 *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead QO Additional Information: PAYMENT�. DUE WITH APPLICATION F ,. 82-Request for Inspection Form 4 �� i /70/ Arae Town Ha Annex J�f Telephone(631)765-1802 54375 Main Road P.O.Box 1179 m er fIC1]e *00% . 6 Southold,NX 119714959 ' ` D I USKZ3 ISJ\� I. MAR 2 8 2017 Wa DING DEPARTMENT TOWN OF SOUTHOLD BUILDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION TpWNOF SOUTHOLD REQUESTEDBY: D �.o S V�� Date: Company Name: o � C��c-2tf 1Name: �rKow Sr�c -• ''� icense No.: Y 5_3 G Address: ?O ma,x .29 — C Phone No.: eT'rLa - 903 - `7�s JOBSITE INFORMATION: (*Indicates required information) ` *Name: *Address: ; CoGb *cross Street: v��Ie - *Phone No.: Permit No;: 3 t-" '$ -1©y '7 3 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRiPTiON OF WORK( ►� dease Pri leariy) W (Please Circle All That Apply) Is job ready for inspection: YES O hough in Final Vo-you need a Temp Certificate: YES NO Temp Information Of.needed) *Service Size: 1 Phase 3Phase loo 150 Zoo 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION • Com,6�' X82-Request for lospecuon Form . ! JI Of Si1�/ry Teva Hat!Annex 41 .X. VIE 54375 Main Road P.O.Hox 1179 er .s0 O .n .u3 SornhokL NY 11971-0959 w j AUG - U 2017 BUILDING DEPARTMENT BUH DiN(;DEPT. ' TOWN OF SOUMOLD TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: —� � —� L9�,� Date: / 7 Company Name: r l l o'V eac, [- ec-t f?-;c s- Name: eco w s License No.: `7'2S3 Address: PD 64-7 r (L,--C-k, PhoneNo.: JOBSITE INFORMATION: (*Indicates required information) rmatron) *Name: I�i�,w b w s_�L c , *Address: 1 I 'U o 1-nn ' 4 *Cross Street: *Phone No.: _ LA Permit No.: •� Tax-Map District: 4000 Section: Block:_ Lot: . *BRIEF DESCRIPTION OF WORK(Please Pd t Clearly) (Please Circle All That Apply) *Is job ready for inspection: ®� NO Rough 1 Final *Do•you need a Temp Certificate: YES K U Temp Information Qf.needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION HVRequest ror lnspecftan Form Hello Mike Here is a list of requirements needed to obtain a CO for the Hudson City Location and the second building known as the office complex For the overall building the,foHowing items have been submitted ' 1. PLANNING BOARD SIGN OFF ON SITE PLAN ✓ ✓ 2 HEALTH DEPT FINAL SIGN OFF ✓3, DOT FINAL SIGN OFF ✓ i � O TRUSS CERTIFICATION y 5. FINAL SURVEYS �-- -7 6. FRAMING CERTIFICATION �1 7. STRAPING CERTIFICATION ✓� 8. PLUMBING CERTIFICATION bio/l3 9 FOUNDATION CERTIFICATION br� For the individual units to date which is upper south and lower south units the following items have been completed(note upper and lower north are pending however all common area is complete l 1. FIRE CAULKING INSPECTION ✓ / 2. FIRE SEPERATION INSPECTI9 ✓ -2 3. PLUMBNG INSPECTION ( c�- w� '9� 4. FIRE MARSHALL FINAL INSPECTION S. BUID LING INSPECTOR FINAL INSPECTION 6. ELECTRICAL ROUGH AND FINAL INSPECTIONS 7. INSULATION INSPECTION ✓ 8. UPDATED FLOORPLAN LAYOUTS Our goal is to get the CO for the two finished units please let me know if you need anything else for us to obtain this Thank you, Paul D [E[Ec[5D'V �% L5 DD , W OCT 2 0 2016 WELDING DEPT. TOWN OF SOUTHOLD Bunch, Connie From: Nunemaker,Amanda Sent: Thursday, March 30, 2017 3:18 PM To: Bunch, Connie Subject: FW: From: paul pawlowski [mailto:pawlowskibiz@gmail.com] Sent: Thursday, March 30, 2017 3:15 PM To: Nunemaker, Amanda Subject: Hello I want to make sure all is organized in the file, can you forward this to Connie as I would like to close out the current spaces that are done once you approved the updated floorpan A: For the building on file is the following items There were inspections during the build out however I still submitted the following Framing Certification Plumbing Certification Truss certification with stamped pages --,J Updated Com Check Foundation Certification Sign off from planning board on site plan -4-Heath Dept final sign off DOT final Sign off 5�eouA a Each Unit has its own inspections including the common area the following inspections were done to the Flooring Store L Irl& 3 -Salon Store - �6,v< Llex UAy. Utl —Blue Sage Massage Fv,-e- l/- jig b.� (An+ l Common Hallways Each unit did have the following inspections separately for each unit Framing Fire Caulking/Separation Insulation Electrical rough and final Plumbing above the slab Fire Inspection by the Fire Marshall Final Inspection i I just want to make sure all in on file, I can schedule a inspection as I told Mike that the bathrooms on second floor were done accordingly to the new floorpan This way we can close this out and then the two un finished unit are the only items pending, Connie if you have any question or want to review the file together just let me know Thank you Paul Pawlowski 631-445-4348 cell 631-850-5452 fax z Bunch, Connie From: Verity, Mike P P 110 141 Sent: Monday, December 05, 2016 9:45 AM To: Bunch, Connie , Subject: FW: ti From: Paul Pawlowski [mailto:pawlowskibiz@gmail.com] w Sent: Friday, December 02, 2016 12:33 PM To: Verity, Mike Subject: Hello Mike Just reaching out to you to see if anything else is needed to issue a co for the upper and lower court units that are completely finished , all inspections complete both final inspections , electrical and fire inspection done including common area hallways are finalized I also believe you have all the proper certifications , health dept approval etc you need. With the north units I do plan on finishing those rather soon as vanilla boxes. I just want to make are all is good for the finished units t Thank you and have a good weekend �� , 111LL,&) �b C_6M c�o �r Sent from my iPhone 8DD V GQ o --I,r�I — c� Bunch, Connie From: Bunch, Connie Sent: Wednesday, December 07, 2016 9:46 AM To: Cummings, Brian A. Subject: 122-3-17.1 Paul Pawlowski is hoping to get C/O's for 2 units in the office building. Mike is fine with issuing the C/o's for those units as long as we have something in writing from the Planning Board.The units that are ready are the top and bottom southern units for a spa and the other retail the shop. Please advise. Thanks Connie 0,� c � Lw\6� SCTM Ff C).D6 - t7,? TOWN OF SOUTHOLD PROPERTY RECORD CTD � 3- OWNER STREET I�p 2-QVILLAGE DIST. SUB. LOT TYPE OF BLD. ;r fi Wic, � E 4 17 PROP. CLASS LAND IMP. TOTAL DATE -I] .� -, � � 3.� � �(� ar�� :on E- X25 bb 12 °tz I&— Z M0 8q Z- of12,604 o --- -5-2-Q 0 2-0 72o(? r v r FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL t ---- - --- =.�r�- .._cam .-•v-:�...--- ��,�� TOWN OF SOUTHOLD _PROPEc� OWNER STREET I VILLAGE DIST. SUB. LOT _ FORMER OWNER �{ I N `E- ACR. tihJ. fii♦ G'IV 4 r o f �F)r� [ � QIS o S `'f`� - -- W.� ,- TYPE OF 'BUILDING �(� h _ 1' A -�� ►��, i# WWF � �'y��.1 -�� �#-��' - i� � _ �— � 0 / f� ,! r L h RES. ; + SEAS._ i VL. FARM COMhA4� CB. MICS. Mk#. Volue - .. 1 - - LAND � IMP. TOTAL. [I DATE � REMARKS C• i.% .� 'j �1J G' � �3 v V ; - - J�i/- ..+��T �-`� - �`�- � y ''� 7 d -.. `_-tet'^ � -r �. �� _.,. ._�.--.... - _mtl r' l•? �� J !�"��{!'7. �.�. rf«� / P l / ! /� .J Q�rr . iD V (e T .f.-%_ -S--11'7 13 .2, !Y fJ 6+✓- r. �i Y do_. a"�!. ' J''J Alii_ 4/ "i �� 8 rr ! 1� .I� - 1-1 ate' 1'�'. ` 7 ry * r 4 1 Y ZY l 6 6 0 Ob 26 {1317" - '�L` S' y6ss ,� �1 r r f .r - I /� / ftr r / t+4ti G �ifrt. F- y,u._.. J4 Ad Y,-, . t3 600 !!�, Gk J 9' I 1-7, �?G �— +j G 57 0-T, svner' gGn e- pill ra Ota morrt1l tr -a1�. t � Ir 122-�•�� �--�'� - -7 - ti�>I f rd 0A rbc Is k r�3� j)Fr - AGE BUILDING CONDITION; 3�r�-�g3'-� � '7 ! - � .� ca d)ooc-s TA4 en r v I Rpt' a Iasi NEW NORMAL ' OW ABOVE W j BEL +cc o� ��'F.I-��• ti'n �"�'t � I FARM i Acre ValueP Per Value Acre Tillable FRONTAGE ON WATER r- Woodland FRONTAGE ON ROAD f � 7 i Meadowland I i DEPTH House Plot I BULKHEAD + , Tot T 3� J a( C,0 41 ! dJ s•. � s _ f Jr� ! ' .;' - ; � �p � U.+' ? I✓� : ' ._`'If a1 :� r� 'C�'t-fr.� rr J_� i'•,1�1 7 "7G �► _ r'�f3 774S-7 -.0� SII�� - OH-MOS '.o� 0� - COI_OR $ TRIM s 1 a S1 2nd 30 EExtension Foundation CB OTHFl3Bath Dinette CBAWL CBM PAFMA. Floors Kit. Basemertit -x -an Finished B. Interior Finish L.R. Extension Fire Place Heat lQ D.R. Garage Ext.Walls BR. Porch Dormer Baths DecklPatio i=am. Rm. Pool Foyer G Laundry Libraryl Study O.B. Dock ■■■i■■■■■II■■■■■[I■■■ii■■■moi■ OEM 1010101011010101 e. a ■■■MIMI MEN 101 �FoundGflon =Sim Basement .. .fRo oms 2nd Floor . . i 2 -17 TOWN 'P�' '`�9 L T RECORD CARD j a 0;1 r rf STREET '��� VILLAGE DIST.] SUB. LOT OWNER End C FORMER OVINERJ�� � i���'� � _ E r ACR. Lilt: 'L • d�-}Lt'D!� Ar) S ,l r� TYP 4F BUILdING ; Sa FAEB. MICS. Mkt. ValueEA . . NRES LAND I MR. TOTAL DATE REMARKS - r71 Pero _��� I � � G - 3 g a o •��,�o!/� t!["' v,�- ..... �, a3 er "- -~ u' ?: r- r 'J I+�� 7-ii ,s/�T �j��l:. , /G 3 126 �;,LD / .s"J� L. !+ fir' �' l+J Ja J. /"oNt y _ L 3 (;R,�,ty J f'�aS >sNt y /o . MoY;atlF RrJa. 3/1( -- ; LpAe f3do fia. �i �� $�- � L� � •- 'Llan !�, rangy�'s ��r - 9 �� £s ' I AGE BUILDING CONDITION G — I 31^� .�- V Y� '� . f Ott �[3 --1yt NEW i N0RW-,L � BELOW ABOVE $ r,c MNA Acre Value Per Vciue Acre 0(-404"� Tillable FRONTAGE Old WATER ffr s 5x - oz Woodlandi i FRONTAGE ON ROAD P ? 4 Meadov.•land ; I I DEPTH House Plot BULKHEAD S `� ` s '_ / i 06 = 7 Total I DOCK - COLOR < < I 4 TRIM I ► � 10 JERI � ' iU , s + >' �. s o o-o F dfltion y' . 13ot" I l Dinette l Bldg. a� o = — / _ r�c#ension Basement r- Floors ,�/jz K 7 .0 I - I_R. r Walls l�' $ Interior Finish Mens+pn �+¢Y. /0 f v G P, 7 I3 _ L x b Fire Place . Heat 1f FSS DR. Extension Y r B IF r. �•� q `5�- Type Rflof ��1 Rooms 1st Floor BR. Z r. r %y n Porch iRecreation Room lRooms 2nd Floor FIN. B. Porch Dormer l Breezeway � �Driveway >sa r'a PQtio COLOR {(/f TRIAD ! I I F• 'I ' - , a ' I , Ib 1 I Extension `02 �C I '� �C .• '�� Y i t s `� 1 1 Extension Extension 1 Foundation '+�+� "I Both j :Dinette i a •Basernent Floors , K. i Porch L J' ]Ext. Valls CI � (� jInterior Finish ►�c�C SLR. � Porch (Fire Place r. Heat DR. I Breezeway ` e Roof Roorns ist Floor BR. Garage lel,1� l ! �o .r D 0 i sA / �Recreotion Room �Rooens 2nd l=laor ;FIN. B s , Patio I I � , I Dormer lDrivewoy 0. B. I - - f// 1 � Total _ Aw Aft..muf% to DR PERRECORD Fes_ '�' a' c�---• _ _r .] ..�:�'?'[IC>W r f j ' _.� e� - i• �+ � t TOWN OF SOUTHOLD PROPERTY RECORD CARD � OWNER STREET 117C;0 VILLAGE DIST. SUB. LOT FORMER OWKER 6• r -xCfiGn Y,-, ( E ACR. S W TYPE OF BUILDING r f Ko 2=S.A/0 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value - f LAND l MP. TOTAL DATE REMARKS 91,0 Tf 3 S� J .tel 6 r2 7 Svtb (�#�, Goo 5. BPoonvEr a Atv l�:,3. l`F��Sr✓r'r� r' za5� 'r dor u�OQ f f3aje Y /0 550 17 90- r 1 j Q (� ► # _—� ' L CQ a ! # r far 6 AGE BUILDING CONDITION � NEW NORN�AL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swamplund FRONTAGE ON WATER 3rush{and FRONTAGE ON ROAD House Plot DEPTH i BULKHEAD Total DOCK OWNER STREET 1�' 6 0 VILLAGE DIST. SUB. LOT - - F0A,1 ER OWNER 0LY1t, L'; Q( t NACR.+ E � ,�" 'hi v. Wit- �. ee s5� W _ , TYPE F'BUILDING ARES. f SEAS. VL. FARM COMM. B, M1CS. Mkt. Value LAID IMP, TOTAL DATE REMARKS f C-1 'G' 9 '% f1' }% O d , r. C i t' ,'ji! -7 {loo ' 37.o v I 00 3 r 9�/ �`���., LJF'Caf�kj f �� ���� }Ca�rr�e�' ��� f�� � �•«c� '�- O 1� 0-11W 5?�p j\ - 1JJZ)D 2sj � .� j l3 9E ttoo C) tQ — ep IaZe -3 Og oor'i AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE ' FAPJ%A Acre Value Per Value Acre T!II&Ie FRONTAGE ON WATER Woodland ! s FRONTAGE ON ROAD y ~ I Meadowland DEPTH I Douse Plot Total DOCK �- - ` -P FXWO r. ■�1 MEN mmm� Z •a -ml ■ r • � a Ab TOWN Of SOUTHOLD OWNERSTREET VILLAGE RTY OWE) CA Y,6 DlS'1i'. SUB. LOT Abia - LUQ E _ ACR.- ` FORMER OWN ER Nr-d f � ��l C: �� �\ Q= (1�1• .��$'�- t G` - TYPE'OFBUILDING �ltL t-tnl ;vl7G-r°�� S W� S�o S -, lohpl �i FARh+t COMM. SEAS, VL. CCB. MISC. Mkt. Value RES. l LAND IMP. TOTAL DATE REMARKS kh $t1A,I�b,��•i� •� l r�ove; :9' 121 Y,•P- Ips 3" au�'�-M� �c� �• u e1�eF 3� ,t� e ' o a j'�� % 111 ! 7G 3}r i i, S. L re, a tt i c iv t r. o {�. P ,vi•4t t o � Rrs•o` v U D 111117C 5/0140 '7�l S R .0 � 6 rx — I c } 11 -73 :�041111 ani`'-leo if-Cut— ?Mvne , 16, gat 00 AGE BUILDING CONDITION NEVA NOKPA^L i BELOW ABOVE FARM Acre Value Pe7 Value 1 Acre Tillable I a Tillable 2 Tillable 3 Waodlcnd FRONTAGE ON WATER Swampland FRONTAGE ON ROAD Brushland s DEPTH House Plot BULKHEAD DOCK Total -��- -. _ r_-4i" - _- -• •" _ -..� ._ _ _ -•.,. __.-. _ -j� - _ _ — --.o.a—ter TOW-14 OF SOUTHOLD REC •�Y V Gf _ �� k � �i���� ' ;01N1�1ER STREET VILLAGE DIST.' � LOT 10,Ed if. f;v- lepad, �6 )�A / ''FORMER OWNER hi AGR. .. E �d f ' S v r w TYPE OF BUILDING L,, SEAS. - VL. FARM MM.- CB. 1�►ISC. Mkt. Value LAND IMP. � TOTAL DATE REMARKS 7G l F� rG` �J. " �f rEp SVC. /£� W L. L7��Q►E � .�s7 t g3ab ! e f 7r Qur i Ct 1►? bar .'9FSSrv£P. P '71 Yea6 do c 83tG 30 f`7 .So61} tRZ- 000 W L- RIS !E /6 � � t WE" �'h! JR AGE BUILDING CONDITION NEW NORf+AAL j BELOW ABOVE FARM Acre Value Per Value Acre Tillable i Tillable 2 Tillable 3 :VWVadland i FRONTAGE ON WATER Swampland I - FRONTAGE ON ROAD r _ Brushlond House Plot DEPTH BULKHEAD TotU DOCK MINES SEE illi No so MEN L 2 ME M M . IN IN MEN • Interior F Roorns 1 st Floor Rooms 2nd Floo MEN F1604D Nv OM25ACKNOLEDOES THAT THE CONDITIONS OF THE STM PLAN -, R-�_ - ^�� T`ED-HE (,EE0°�ONSONRESO�`°N) REVISED SITE PLAN PLEAS NAME •(J/����� � •"""�®��'� ADATS SEPTIC & DRAINAGE PLAN A .ORI2ED SIGNATURE T SITUA TED A T �'g °"ABY MATTITUCK TOWN qF SOiJTtIOLD FI,ANldII�T�BOARow +' �I .c�, -� nineBaardChai�man TOWN OF S0UTH0LD A ,BRED SIG ATURE TTr.E VOTE:The approved site development plan shall be valid SUFFOLK COUNTY, NEW YORK a period of three(3)years from the date of approval as per S.C. TAX N O. 1000- 122-03- 1 .2 code section 100-255. S.C. TAX No. 1000- 122-03-02 Suffolk County Department of Health Services S.C. TAX N o. 1000- 122-03-5. 1 Approval for Construction-Other Than Single Famil S. C. TAX N o. 1000- 122-03- 17 Reference No.C1o'v k—`'�0-S– Design Flow 1 SCALE ( 19=20' Use(s)ti0" c..� .ri+.P�'+�oli/2c..� ov �3�./AGN These plans have been reviewed for general conformance with Suffolk JULY 12, 2006 County Department of Health Services standards, relating to water supply and sewage disposal. Regardless of any omissions, DECEMBER 22, 2006 ADDED SITE PLAN inconsistencies or lack of detail, construction is required to bo in JUNE 27, 2ADDED TOPOGRAPHICAL SURVEY q AUGUSTT 2 27, 2007 ADDED SITE PLAN accordance with the attached permit conditions and applicable OCTOBER 19, 2007 ADDED DRAINAGE & SEWER standards,unless specifically waived by the Department.This approval JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER expires 3 years from the approval date,unless extended or renewed, FEBRUARY 29, 2008 REVISED SITE PLAN APRIL 2, 2008 REVISED SITE PLAN / APRIL 9, 2008 REVISED SITE PLAN SEPTEMBER 12, 2008 REVISED SITE PLAN Approval Date Reviewer"— NOVEMBER 6, 2008 REVISED SITE PLAN JANUARY 23, 2009 REVISED SITE PLAN NOTE ( ) AREA DATA by Dept. Hesh Sen4ces S.C. TAX No. 10,140 sq. ft. 1000–.122-03-1.2 0.233 ac. t �,�" S.C. TAX No. 13,346 s ft. WATER Lnmz(s) MUST Pan 11�;sPECTED By THs q• �o7,R gg� 1000-122-03-02 0.306 ac. SUFF /!8c cD:d;i�"v 'Mor'. OF iiE".'..f LTH•I SERVICES, LL `S ` , 48 Fio5 1m ADVANCE,, S.C. TAX No. 40,618 s 1000-122-03-5.1 0.932 cft. c. To SCHEDULE INSPECTION(S). S.C. TAX No. 20,038 sq. ft. lnnn-177–nx-17 n Acn -- REVISED SITE PLAN e d ,*1.:: : ♦� " ' ,�� SEPTIC & DRAINAGE PLAN . . °e.. .a It " TYPE "A" PAVEMENT SPECIFICATION SITUATED AT ° d.. .d .,e, d ,'`; .� MATTITU C K :w" a J 'te/ / 1 1/2" ASPHALT TOP WEARING COURSE '°' A ,./ J'�� . . COMPACTED (N.Y.S.D.O.T. TYPE 51-F) ccc!!! a yon\ °°• "°' ,"� 5" DENSE BINDER COURSE COMPACTED T O W N O F S O U T H O L D dRECYCLED CONCRETE N.Y.S.D.O.T.) 9 e/ `.Y e' / X 1011 TYPE"A") Xp . :, J0 ° e d' �� � SUBJECT '•:''+•, °• , '• X. o° a. ; J+�' / / 6" SUB-BASE COMPACTED SUFFOLK COUNTY, NEW YORK ��` PREMISES �° 9; d . (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) - ti e �' p� S.C. TAX No. 1000 122-03- 1 .2 9 OPO ,,b ;ti.t.' " 4 e �° �° °.°• < bd ". S.C. TAX No. 1000- 122-03-02 / / 1� , .1 .' °1 ,e � ' .a. S.C. TAX No. 1000- 122-03-5. 1 JAMES CREEK �P�O� \ 0/ / ,a' e' *11 1e /• °' d "'v . , / / S.C. TAX NO. 1000- 122-03- 17 /L / k %, a ,° e •!. A... " N. / / 'p SCALE 1 99 .'�. �♦ �r� � D AVENUE / / °' •• e ° a "A �a. F.. J�, r ttarw-w _zas a_-'."a.G,.:�...��...u,-•.vr�<Sc; .�-, ad. / / ,,1.. ° ' °. JULY 12 2 0 0 6 ._ .. e �N / / d , d' n / DECEMBER 22, 2006 ADDED SITE PLAN = ''' Jti �,` "� . e'+e ° ;/- d' JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY� * � L� U � L` F:" _ MAP / / / t'i,:, a d \ d - d d d / `., ) /' r AUGUST 27, 2007 ADDED SITE PLAND c = i :... �` d ° / b OCTOBER 19, 2007 ADDED DRAINAGE & SEWER . , �� „r.I.. .:' °' � d' , ,/„ d? ' � JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER i I (- _ ' ��10 I 600 / / e L ♦ e. a / /" O'... I : FEBRUARY 29, 2008 REVISED SITE PLAN A APRIL 2, 2008 REVISED SITE PLAN / / •;•"r / n° ; e 1. 11J� APRIL 9, 2008 REVISED SITE PLAN c / / ;''j �. 1 d �� / SEPTEMBER 12, 2008 REVISED SITE PLAN �C "4!� T;zs 0 / / �, �J`6rY e' ,gid ° '''i° ° a . .,d • a °, 'O ♦ j __-_11 .. ._.... ..,,- - 1h� / ,k n. .b / I °, ^`L� 4a.. ......_.W.._...,__..._...........-..----_,.w.� 4_,,.x.5 ,__.,.,.,:.f•. / ° /,•° d a d e: . a e / x AREA DATA o°y0 \key / ,, , / \ d 'd a °,d 'e 1 ,e, / S.C. TAX No. A;• / ° % 10,140 sq. ft. X60 "•i / <e e '° •' • " ° Ay 1000-122-03-1.2 0.233 cc. / �, '' / d .• ' 9 'i ', ' • °' �p TYPE "B" PAVEMENT SPECIFICATION / `' ,% le / °'° ° '° / S.C. TAX No. 13,346 sq. ft. 1000-122-03-02 0.306 ac. / g\. / . ° �/ / a °. . ° d°. ° 3" BLUE STONE GRAVEL WEARING S.C. TAX No. �y / J°+4'.' / \� �, °° 'd \ / COURSE COMPACTED 1000-122-03-5.1 0.932 cc. % 40,618 sq. ft. �� \k ti' /° :o. k 5" DENSE BINDER COURSE COMPACTED �'o °Op / 'V.r I / a'•/'� \�\A°'d "•d' d e' ` \ / Q°\`Y RECYCLED CONCRETE N.Y.S.D.O.T.) °'�I�.. / I'r" QO�/ • ''d " °' °°•, °• �h. ,Q� 1011 TYPE ,.A") t 000T122N 03-17 x0.460 cc. e\ / \/ " 20 038 sq. ft. / "' y 'd , , ' • , �� 6 SUB-BASE COMPACTED ��'?- `'.� ♦� / / , d. ° °, , ' e ✓' d• ' •°„ (N.Y.S.D.O.T.) TYPE 1011 MATERIAL) TOTAL 84,142 sq. ft. Vi ° ' �/' e c �. 1.931 cc. CIO 't, y e' d °' • '' ',� A. .. qj ° '•dd a .d ' .°. • . . / , '`' Q� 1. . d t e . �a NOTES: ,.,rt•' d e ° , , d \� .1,:4 •41 de qs , 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ti .4 , ;°',' • e d / o r°� EXISTING ELEVATIONS ARE SHOWN THUS: ;oa d d, d d ;e ° \y / F.FL. - FIRST FLOOR e e,, e �9 e / q} G.FL. GARAGE FLOOR y :\ v 4 .1" ° ° t'' d a ° ; a 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G e , . •a,, 9 ,) � ,y ZONE X AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE "` „ ° ' . b4 � / �1 DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN S SITE DATA: 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. / ` \ 'I' ZONE ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. q \^�• a a / TOTAL LOT AREA 84,142 SQ. FT. . �O / TOTAL ASPHALT PARKING AREA 42 636 SQ. FT. :,;` '�-' °' . / \ 5�,, ' 3. SEPTIC SYSTEM STRUCTURES SHOWN: a e , � TOTAL SIDEWALK AREA 1,959 SQ. FT. :, .4 �°. . A°' d." �,/ 9,697 SQ. FT. 'd v �� / \ �` o TOTAL ROOF AREA ;,,;'';'.:. \Q°♦`S .e , .d °! • °. °', 10.7 r 29,850 SQ. FT. *,//' \ TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ!. FT.) PROPOSED EXPANSION POOL Ir" •d �,' ko . .r •d ��o/ / \ \ X- \ i,�( TOTAL LANDSCAPED AREA PROVIDED 35.4/e • • ' ' a ��/ Q TOTAL LANDSCAPED AREA PROVIDED 44.3% 37,304 SQ. FT.3 I a� '° \ . . . d'" ' �P \ \\ 9l� �c AREA INCLUDING THE FOLLOWING SITE �'I ° a N, e TEST HOLE ..,^:., °, a °^ r/ / 125 x \ �' k �' �' 0 ROAD ACCESS AND PEDESTRIAN WAYS e \ � /o °oG .. .d' '. "I''r'��y�`' dd , d bd °/ �/ . ' ; ' \ \ - , C'9�' , PROVIDED ISSIDEYYARDPERMITTED 1�.4' PROPOSED LEACHING POOL 'CF'•• 'd' oI. Q ° �'/� ° /F e ° ° 4 / x \ 9. 0/C �I> j Q- MINIMUM TOTAL SIDE YARD PERMITTED 50' 1 .•,a, 0 ' ' I `' m. e '' /'p /' d° 12s � \, \� I�/O f�Q� Q�1Q PROVIDED TOTAL SIDE YARD 60.9' 0 Co I ,., -d, , . . ' �i x 1�5 \ \ �' U U MAXIMUM BUILDING HEIGHT PERMITTED 35' O PROPOSED SEPTIC TANK °,w ��•4 v ° ky ' , ,r•\ko d , 4' .°a , / x \ PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26r (HUDSON BANK) 0 yF d \� ` d; ° /y '�•• * \ - �{ 04t�` MINIMUM FRONT YARD PERMITTED VARIABLE e I •"'''�''+ ' ° ° .°' d e .Q *) / \ N _a.1 \?� U PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) °' '�' '''d ''d I ' .';� '' •d" . ••e, ' ° •' ' ° °'' / 4. \ \ ` \\. e°� �'\� LOT COVERAGE PERMITTED 30% 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / . \ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ° ,a .. �-- \� , ° \ A! �: ee Oe d' 9 ;'° ° •°. . ' Qv� / BF\ \ m/ \ 4\ LOT COVERAGE PROVIDED 15.8% ° d r ^',°• e .1. d,, d' e .. °, . , ..4 \ , .a a'� \�� / X ��le \ \ \ %L 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA /• �� ' • ,•A'e , e. . ' ° ,8 . ' ,� / U� / X (O \ \ (EXCLUDING ROOF OVERHANGS) /��� / P os �� - 1 \ °F�y 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA ° 4' .k d' J®/ 4�"°" '° ed $. ° U • off 4 ����`YY`��,;��y//�j//,�k �'f� / d . ,• ,';; .e4 . K. �' • \ / , 0 (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) ��"�''O' ''•(,-N ,d •, A de' ' �9k '/ � 'O �"� O��\ / RFs Q0�' •,- 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA d '' �`;\ �' X �' ��^'. . \ ' / � \ / _ � �-y /� ' � \ po ��,, (INCLUDING BUFFER AREA) 9 0 ° °/' ° ° ° ' ' `�• �� . ' ' 'W�' s' S/�fi C ��h'qr_ -- O \\ �' ?o. �-� \ U�i`r 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND o \ ,i, '. ° ; ' '4. �F�4 ° d . / � fi ® jIGN; O � ',.':, :..':'„� / / �tiG ,_u // (b REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. o ` \ Q°I 0. .'d � C ,,/ u. 0S, // \ X t�, >( ;`r:�?'.::'.... ;;,': ,':;:.,V.....\ X� / \ 2,� LEGEND: de'� e T �C`\( '''L� / T.C. - TOP OF CURB `7 a 9 / / d •c ..,:i'�'� � ,zrl /a ''�e' - .•"�';':;'%:':'i:•:•i:'i:::•• / 2.5 EXCEPT AS NOTED ON DRAWING T / I 'Io . '' :: : : ''.,';.''` / / /\ X ELEVATION 1 \ 6 h "4 6 �J \r \ / / ASPHALT . U' / S�` T.A. TOP OF y x P' \'L V d X \ \ ;'' ^ 'o, �' � / U' :;::•ry;;: x / 7 Q ELEVATION 12.0 EXCEPT AS NOTED ON DRAWING \� .� a ��QY� X n• Y d w' s'' IDRAINAGE INLET \,• T.G.G TOP OF 0 e' / HOLE DATA T. . _ �{ EST 1 . d \ TEST ELEVATION 11.5 1 � E 'd 9 u I Q / !� O P \ I / NALD GEOSCIENCE 0 N JUNE 8 2 D07 '; \ cD0 e- HO DUG BY M T ST LE , ,�(( E . O � T.W. - TOP OF RETAINING WALL d V"' Si e �' d ♦ A G e � 9- I .a I 49, .. b r 5 TYP. / ELEVATION 12. T I e E \��" 1 .3 EL 12.3' �1♦ /� Y c •� 0 G L ° e Y • e R:t 5 � ��/ / I e 'P JJ e '�' X / O ° / NITS TC ONDENSER U IT e. / / TXZ<31, 'P' A C k I / ° ,�yI J, 4 d4 o0 o � / �l A °� / :•:1.•:• MIXED SAND AND LOAM O �i o e . O a Q A. 7' / e' A / \ , d a' •O. e 3t' . s- 'e I / 2 R NG STALLS •SS�: Al U -� PROVIDED PA KI• \ I / c' o P' . 'e :,' d' / 3' Ar A . e ti 4 /\ d d r i P O e X i c O Q 0 '• ./ d I „/ s :;:;�i;;;.;,;.;;,;;,;;,;;,;);.;;ff. ;, ;':" // ``\\ BROWN SILTY SAND SM �3/ BANKED PARKING STALLS Colo h O �•:'}ii:is 1 A\ \ v� y • .e ' e a ` / 0 e :::'..,':is G ♦S� d \ . A / \ --- 1JJ{{II1 'Y . e Y \ e .. ,d, / \ / \ "'.1•',' ':�l:��..�':�':'�:':':'::�':':':':..; \1 ,�--...-.-.-.,.-.-.,...,.,,-.,.-.-...:::::::..1 : ,,,',"%: 7 e e Q Lo . 4. �°� �' °' \\ ` \ :'` •: ' I - DRIVE UP WINDOW STACKING PARKING STALLS A. / S ® , ---� P d e / .O t _ X INE SAND SP ?' i'` ALE BROWN F O p G P G •d . I w :'S'' e . \ d' Y CO. 6 1 5 ��a 1 '® .4 ''t "e : 2 o r •s n o',' ;,' ;s \ /,VE / \Q ` .;;. ;;: / // / I �o \;'' �� - TRAFFIC DIRECTION FLOW ARROWS O / /' ® / I ° s, '1 'd rd '° OJ / I / G 'ry, V Q / e O U� EL. 3.4' e : ♦. % . r I fi y \ . �p 9.1' IV6.I'll e e ` v 6. \ 4 \ 4. d / 0 \ 'E { .� �' e \ \ X. / •O .e ° " d , , e e / O / /G�-10'MIN. �' k \\ � \ X U' O I 'd ,/ \ X ti Q. \ �' / 4 r• !; \ fit/ J ;,'; ' ' a $ ' b . C' / \/ \ ' I \ I' \ /i / I 1 S�, � � SEWAGE DISPOSAL SYSTEM CALCULATIONS A. F4` d � �a / d 4 d O• r �L /„ �. // / I \ Q f ,(i_N fi WATER IN PALE BROWN FINE SAND SP 1. ZP\ Q` •, •d,.�''•`''d 1% , , "' °II l 't e ' / / .1` zz- F ` \/\ // \ I y� ` .E2X / (/_- .-\\S � �`j c' Ay �/ (GROUND WATER MANAGEMENT ZONE IV) ° Ey 0 d' ° °• a d ° \� O� ,tGj1. \ / / �` G, •�' 9� 1. ALLOWABLE DESIGN FLOW 600 GPD/ac. x 1.931 ac. 1,158.6 d P l" ,' I. Vk .�. '�" c 1L3 � / I S ••Q /O/� 17, 2. PROPOSED DESIGN FLOW (NON-MEDICAL OFFICE SPACE) p4, ee \ • d JP\ O / \\ "' X /� �' I\ \\\ \ / o' C C' CALCULATION ARE AS FOLLOWS: d k 9 A d \ �� \ S ` // \\\ / I W�� �' J� �'1>j TOTAL BUILDING AREA = 12,744 sq. ft. I ry ° . •q SEPTIC SYSTEM 1 \ a7 # P\' 'e �e / Q' A 0.0 PD MEDICAL OFF E .° O 3 244 s ft. sf x 6 G sf 194 GPD NON ICE SPACE) A. d o q• / ( ) ' d. 'CF' .. e ' ^v Sr Q P �'1.1..5 . SEPTIC SYSTEM 2 0 , y S TI \ x . 1 e G' r d 6 ti e �0��, . ®O a d e I0 P s A\ •69 500 s ft. sf x 0.1 G D f 950 GPD MEDIC L OFFICEG• M \G• \2 . 3io \l' A d O •/ 5 4. W, . ° \9 O 'G °a \ X e 0 Tl - \ TOTAL FLOW . x 'e d N e • 12,_8 • F G 1 O E e k - + 44 P d \ 1 94 GPD 950 GPD 1 1 GPD \ e \ e' 0 �\ I I / d• •M C P / 'e' J 7 'd \ J e Y ' . / I e , I 4 7` 9 d � 1 X G O• .$..� i SEPI TANKCAPACITY RE REQUIRED PER BUILDING d � 3. TC Q c \ I G a / ^ . e C) 't I a O - 10.6 11 d - -- G ° X X EM 'r SEPTIC SYSTEM 1 . 0 G O "4• d # 0' o 6 O 2 ''r':T 1 .3 • e ' 3 . s q.A 4/ J X d'r \ �fiv, \• •T "41 194 GPD x 2 388 GPD a Q A / G o. Z / I / \ry \ Q 'e, .d ,: a .. �. . \�' 1 J ...... ................................... \ J /�_ /� \ p S \ I / PROPOSED 1 1 500 GALLON SEPTIC TANK 8 DIA. x 4 LIQUID DEPTH 1 ° d r 'L' r a X1 L�\ P Q 3 h ° 'O, \ I r +1 a . d Q 9 ° \ / 7 6 � , , , / ;.;� � O \ / I.3 � ,p SEPTIC SYSTEM # 2 A4 . S, rC x 6 / / 1�\ . e I 8 O d ..L T \ • � ,a, d G'P / .�,g,�„ X \ '3 , "p 950 GPD X 2 1,900 GPD �, I Y P11Y / 9 I., \ '''Jt:�'.9 c '' a• �` x I 0 GALLON E K 1 IA. x 4 LIQUID D DEPTH d d / / / PROPOSED 1 2 00 LL N S PTIC TAN O D l ° J X \ I I A �" J �• d J / NA / . V J f e �1 \ -'4- A �" G' REQUIRED�'i}'ri ;ti'':'i?:�.1.1.1.1.1:1111.1."."...................................: ;: : :.,;;;;•::•i ';:'i;�.;�::�. 4. LEACHING POOLS REQ ED SYSTEM 1 d e O e' \ • /' d 9 \ , e 5 99 P d ° ., l� a ! `� '.'�.'�/' t .................. . / \ I / 9 �Yj+ I / MAXIMUM 599 GPD x 1. 8 G D SF P y D LEACHING R A �'�:��r;%?�:•;;i:�:':;•;:•:}i::;•;:•;:•::'i:,`' \ SIDE WALL LEACH N AREA 6 F. e' 128 5 \ ��y l d / OF C \ // \ / / X \ x , \ ° b o �/ X° TRU ,TURES y \ :`,':;9S'`;rri: i}::;::: : :: !.:.:!.:. / \/ I 1 \ �. PROPOSED (4) 10 DIA. x 4' DEEP A o° °. e EXISTING 13UILDING5 4 .5 O/ + ::::r! . . :. :. .'...... ......... :.:::. :. ) / �\ / p y d' -12 < ,o;::'.:....:.•::`; � n " W A SURVEY OF PROPERTY FEB 16 l� SUBJECT °���� ' SITUATED AT BL0G.DEPL PREMISES "�- / � MATTITT -�CK TOUINOFSOUTNOID 0 0� TOWN OF SOUTHOLD JAMES ' SUFFOLK COUNTY, NEW YORK CREEK S .C. TAX No. 1000- 122-03- 1 .2 2 AVENUE E. LEGION S.C. TAX No . 1000- 122-03 -02 S. C. TAX No. 1000- 122-03 -5. 1 KEY MAP S.C. TAX No. 1000 - 122 -03- 1 vy SPS SCALE 1 "=600' °�`y° i SCALE 1 "=30' 9 JULY 12, 2006 DECEMBER 22, 2006 ADDED SITE PLAN JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY DECEMBER 17, 2009 FOUNDATION LOCATION JANUARY 27, 2010 FOUNDATION LOCATION WEST BUILDING CER TIFIED TO: CHICAGO TITLE INSURANCE COMPANY ISLAND EAST SERVICING CORP. AREA DATA TEST HOLE }}��.9ti�o S.C. TAX No. 10,140 sq. ft. j°Q�S� / \ 1000-122-03-1.2 0.233 ac. o4, r�9r� S.C. TAX No. 13,346 sq. ft. 5 \ 1000-122-03-02 0.306 ac. S.C. TAX No. 40,618 sq. ft. 1000-122-03-5.1 0.932 ac. S.C. TAX No. 20,038 sq. ft. 1000-122-03-17 0.460 ac. •1TP� � \ / / RfS TOTAL 84,142 sq. ft. 1.931 ac. \ 200 O \ N 00' NOTES: 1 . FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. p��OP ZO^.E X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. Zo 0. X /alp \ \ cps• yyo �\\\ �3�. ,�� 101 ;to All �rP ♦�� 0 BOG O� �° 46 41 �000 o a �Q�� / 1°' 4°� 1+ n 40 , ti ry 0 L ,a0'ti ! cD P� V � V�J° F 4 7 0 6 30 t6b Qit 04'r °� 3goy1S� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 'S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 0 c COPIES OF THIS SURVEY MAP NOT BEARING OO �� THE LAND SURVEYOR'S INKED SEAL OR 60, zp'°,� D� TOBBESADVALDLTRUELT BE CONSIDERED COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND s 41 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �'4S tiy° lr 'L oO Ze °o`'m. oIFOPO THE EXISTENCE OF RIGHT OF WAYS ANDORy1y Nz o yo'"G�t►P �1 o4P��R y fx ANY/NOT SHOWN TARES NOTC � ORD GUARANTEED. � � N C o -A 4P �'� 4, PREPARED cy rrc L� ose SSI. d.o� ✓� !y'4 y440• ���".p �' STANDARDS I FOR TITLE ORDASURVEYSErSTABI�NCE WITH Nk� � a f 000° BY THE L.LUSE AND APPROYEQ ND' PpdPfEDL� than Taft Corwin I'I s FOR SUCH USE BY THE N UV M R 9T �4ND s "Z ��'op�fd�„ tae TITLE ASSOCIATION. �j` �17+ J Land Surveyor a"� d Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 - OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 24-255Q SURVEY OF PROPERTY SI T UA TED A T �� 0 �TTT��� SUBJECT °�, PREMISES /�s1 �-° TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �Pa � QOJP SCREEK / S . C . TAX No . 1000- 122 -03 - 17 . 1 ZG ^ . VO -NUE �\ SCALE 1 "=30' LEGIONV JULY 12, 2006 DECEMBER 22, 2006 ADDED SITE PLAN KEY MAP kir r� �% JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY ���y DECEMBER 17, 2009 FOUNDATION LOCATION JANUARY 27, 2010 FOUNDATION LOCATION WEST BUILDING AUGUST 5, 2010 FINAL SURVEY SCALE 1 "=600' ° / SEPTEMBER 14, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 09/08/10 $ TOTAL LOT AREA = 84,142 sq. ft. 1.931 ac. n°y° / SEPTIC SYSTEM TIE MEASUREMENTS (BUILDING No. 1) BUILDING BUILDING CORNER �A �B CORNER CER TIFIED T 0: / SEPTIC TANK 1 r COVER 1 8' 24. SEPTIC TANK 14' 24' CHICAGO TITLE INSURANCE COMPANY COVER 2 LEACHING POOL ISLAND EAST SERVICING CORP. •�°r J COVER 1 29' 29' O S COVERLEACHING POOL 43' 3B' % \ S�S7, LEACHING POOL 32' 35' NOTES: sr0,, COVER 3 1 . FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G k �ly� ZONE X*: AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE k q % DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN G�`ay�ti o/ ' `'�d� 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FRO100—YEAR FLOOD. ti� �9�F ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. RP fir® 1� /�QP�O \9. /� •' �` �\• // �/ I �\ \°h.,p" � e9p gsTA \CRFs Nf♦ i\20, �i�`�'�P // � SSA °�•v,� \ \ \� � / � � o •, �aP y9�T .o p0 \ fi 3 P�Oee o� tip 9� tiq 2 's ti� o� \ 0�00, r w �l ` �p (q GJQ- \a/.� �Oa•� oy CyyO O,Q9j2 ,p0 �A \ 0S�. 101 j�Pti6 ♦ CURB CUT °y � F 00 J� �h. I s ,p •oCy� 2oNe /�v \s, C o� — — °G / �� r30qX83 4j0 C" p poti 0042 tee° ��. C.) A°Mp O,P,, S•j. �e`'� ' �` r5Q 1�P�, 1/,��„%�/ 4�r°�� /I 't\-_i\2 Qf`-a rF\et\��-'g�P\ . 3A',•OyApo PT O'Pyi gGFyi l <1 �til OOP\a J'®OP 40G ' < p 6 � c',� Ocgcgs s h� ql ~ Qyr r+ OpG-7 a° °' q.yCqO�/�i�f 1� �P°c>' S� /. cPr�e •av~�°. �' ��GO��\ f `�K� \ ° '9. �� 'OOS�°1 1 GJ�O OQP� Gnq` ppLp �y__(,q �° °p l� 1 _ �. . 60 'P'9i �P� G°a �Se yC q 10 DP �9< °," O �l C JS P 'lee y or/ tic •O. O G. GJ QP GJ Frjy ,��y OOP A �ec ARFq A°S���p�SF o p 5 e �Qp� / SEPTIC SYSTEM TIE MEASUREMENTS ' ti / \ 2t, /?° /'/ `\ � o0P e G°aG \a (BUILDING No. 2) (FRONT BUILDING) BUILDING BUILDING n+ 1 co �_� CORNER fl CORNER[F r° ao pyp • `� p° o o� I0 SEPTIC TANKm� � �QgysOgo p po�A\, e �Qe °sT�9yA9SF COVER 1 22' 39' COVERING POOL 15' 51' �9Cs sQ°� 9� O �'Np °�G' J00 CIO- LEACHING OLEACHING POOLqR G P�e�� G G ry COVER 2 35' 32' \a Ev Qo °a ti$ 00P COVER LEACHING3 POOL 34' 1 59' rr 'I/ S O 8 06;3 o0P °P� �PP�I SEPTIC SYSTEM TIE MEASUREMENTS (BUILDING No. 2) (BACK BUILDING) ��� BUILDING BUILDING 100�SjO �a• °Pr ��p V UNAUTHORIZED ALTERATION OR ADDITION CORNER © CORNER�D pgk LL���7 LL77 SEPTIC TANK e TO THIS SURVEY IS A VIOLATION OF oP° � SECTION 7209 OF THE NEW YORK STATE COVER 1 1B' 41' o� EDUCATION LAW. SEPT4 COVEIR TANK 22' 42' 1 Op00 � ° MAy �► 4 201 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR LEACHING POOLx`36 zp` D� EMBOSSED SEAL SHALL NOT BE CONSIDERED COVER 1 34' 47' 0' °qr C) TO BE A VALID TRUE COPY. EUILMG D /„f■ CERTIFICATIONS INDICATED HEREON SHALL RUN COVER LEACHING POOL 53' 58' o°°r �I�� T ONLY TO THE PERSON FOR WHOM THE SURVEY QO Sri rVj o� TOWN OF Sou HOLD IS PREPARED, AND ON HIS BEHALF TO THE LE COMPANY, COVERT TIT 3 POOL 57' 50' �6l �f�CS'" eti° LENDING INSTITUTIONELISTEDTAL HEREON,AGENCY LEACH �E' I TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 4, 45 titih' s THE EXISTENCE OF RIGHT OF WAYS ay\ N F oP�� °If Pit* AND/OR EASEMENTS OF RECORD, IF 0 5 a �I Q srx ,i_ ANY, NOT SHOWN ARE NOT GUARANTEED. �P4 d'9fN,y os tLc 9 �9G �S�p4, RdA9y PREPARED IN ACCORDANCE WITH THE MINIMUM C A9'r p STANDARDS FOR TITLE SURVEYS AS ESTABLISHED F o BY THE L.I.USE AND APPROVED AND ADOPTED Nathan Taft Corwin rf33' � FOR SUCH USE BY THE NEW YORK STATE LAND Nom SF s�o a' Ill TITLE ASSOCIATION. Land Surveyor VO HT `� 9,j (',�r -{AA �••/� � `�� +• I Y. Title Surveys — Subdivisions — Site Plans — Construction Layout .t•., .� a ` PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS "'�4. �'" --? 1586 Main Road P.O. Box 16 y•� N.Y.S. Lic. No. 50467 Jalmesport, New York 11947 Jamesport, New York 11947 24-255 L11-1 U A + o n � � c au n o W �2 Im 5 ASPHALT AREA $ I- � rn Y / C.1327 � 2 �v1 � .i 12IZ C1Z.9I A,ER M ' G �4 � o z� o x 1.2.44 A WATER VALVE ETER gF ti � �r LnY PO' RIM 12,j, ". RIM 12,8¢ T.C_7342 k +1'T'Q sto to 12.87 n 0) r' �� < �� z ASPFET 1--�X357 B.C..1Zgy te[ ^`f 5c 110 __APRON 1 CONC. SIDEWALK rc,12,54 ��SST�REEr jJ Y ,•-t4, -I m X 11.23 -F vnL 5s B c.12.34 y smppm 0B RIM DRAIN 11�sf8 �- +T ASPHALT APRON 1- - NIT -- ----_____-�__ 1= V TELEPHONE 14-- �� _ .� '��� 15. . 11.R� 1.1.38 -- -� ••'�� 12.00 .-._. Unuiv-POLE -#- mE f l �-�_ 15 }1211 12.11 ' �� FlRE�•r� [J3 9 ♦- RM 13..1�� / 1 '' 14 +1241 12.'t5 _ HYDRANt _ � 'N C t2.so 41 WATER t2=Vi�t .-s. 13�. 1371 / �i LLQff. -.__� 1�,_4 I DASHED 12.61 RIM DRAIN-� B.C,12ZQ �OZ �� POLE �'a Tom-SHEARED RbADWAY SIGN ASPHALT APRONC� POLE C. SIDEWALK 13 '� DOUBLE SOLID �" W � RIM 12� `�"�.�,,�.. ORIENTATION EAST NYi #361 `�•--�lLLlt�'-•PeIE DRAIN + YELLOW UNE �-� UNE -- f-DASHED YELLOW UNE �" 'Nr �"- -•WHITE ARROW +11�4 �``R VALVE -� 13.21+- BASIN TYPE M IN LEACHING SEE CM y WHITE UNE 13.06 12.80 s `� WHITE ARROW LETTERING DOUBLE SOLID YELLOW UNE DETAIL (RIM EL'=12.30) O A/ 1281 Q + 13.50 1288 EX. WHITE UNE ' -----._...._.--••• SOLID ADW UNE '� _ _ + 1�.L8 Z Z WHITE ARROW 100' +• _ + �--- WHTfE ARROW SOLID WHITE UNE 100' 4- tT.59 + •� SOLID WHITE UNE PROP. WHITE DOTTED LINE +12,.1t? �WHTTE DOTTED UNE CONC. CURB �5l � /77 13--_ �_ AS DETAILED +�F'-c2i 1Zff+ x +.13,84 in � 14- - - _ DRAIN C�' O + 14.00 85 --- - 13 1.1.40 RIM 11.34 +1= SOLID WHITE LINE * '0 i0 +� WHITE ARROW +w ..-� y WHITE UNE 0'""-'L OSA: -. -EX. DOUBLE YELLOW UNE---I-,-=----- tl u y . T �-11+� ��!!�i CLEAN EXISTING BASIN DoueLE YELLOW UNE ,•-��-�� �-- WATER METER 12.os - N.Y.S. �'• ,25 PUBLIC WATER IN - AS REQUIRED' AREA OF SHOULDER PAVEMENT RE-CONSTRUCTIdN 7'-0" IN WIDTH AND -1- .::::::::::::::::: nn RIM1i,44�I � � �DVERHEAD WIRES- _ WA 7.0• .................................... •;:• :::::::::::::::: NIFI_ LINE + FULL LENGTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR. KEVIN MATTHAEI P.E. ('I --�� #404 13Z$ UTILITY POLE-�- RIM 1 .: - --- + + EX. WHITE UNE .._�- - � . .. ..."'"":"''.'- �:: ..... . ......:... ::::::........:........ ASPHALT AREA cAs VALVE + - (- n...: ---�::- :::. ::..:::::::::::::......:::::::::::::............................ .... . XTEND PROPOSED CURB AND SIDEWALK TO' iSTING DRIVEWAY CURB, 71.9' - ... •_... ..�._,._.................. ........................................................ •......,..................................................... .. ELEVATIONS ARE TO RIMI O Q. ..............R1 5.0 .. ....... ,. a Vl.r .......__ _..... �58 • � , 70 . ... ..�....................... ...:.. . ... .......................... ............ . �--- -' - .: ....:::::::::... ::::::':lJD......�':'.:'::::::::::::::.:.:::::::..:::::::::::::'.::. .... BOTTOM OF CURB GUTTER ADJUSTING EXISTING CURB TO ACCOMMODATE PROPOSED TYPE I CURB ........................... . .................. .................................,,.Y, �... - _.._ / I f�,; . . CONC. . 46 5 00 ' E POLE ao : .Y:. :::.:_:::. :-'�""_.: _: : : ::::: :::::::. :. :::: :::::::::::::... :. � :. ::::::` '..;- �:.f3. ....: �." :::::'::.-ELEVATIONS 13�3� j jRMP TYP. SEE TYPE 1 CURB RAMP DETAI P. .13.24. 3 .�` /� 12.7 SLAB # 7 ♦ .. !. f�.. \ tS3S + -----•E 1 ........... {" ¢ PROPOSED ONC. SIDEWALK (TYP.) +12s�E 7: . .*x.4.:5.6..©fl.::: 1 HC RAMP py_. WIR 16 TED PROPOSED C 51 WALKH :-.t-. �-.•.:•: .:: . LE 407 10.0' . .......... ........... ........ . _ \ (fin/ ........... .......... FOUND - L� ............ ....... EAD WIRES �? ZEN ` I NaL _____� . 'n (TTP• +1358 30 ( 30 LE ., .. - - ------ A e k PROPOSED � -1 WHITES P LIN i STOP SIGN + 1 1z� 13-'� ���°� + �` G LO WA E PROP. TYPE UTILITY POLE SPEE + UL # J3 2 HC RAMP VS UL#408 UNIT W DIRECTORY D n . " _SEE DETAI N IVORY SILK TREE LILAC - 30 CAST-IN-PLACE CONC. CURB BLDG. SIGN III PROPOSED p sYRINGA RETICULA t'l SILK' (T�BrY PROP. ry -o I TRANSITIONS 1:12 SLOPE 7.8'W PROP. TYPE �+ w w �"' SIGN 9 , CONC. CURB (Il , EXISTING SEE CURB DETAIL 609-02 13.Ds i HC RAMP cn AS DETAILED Ci "= LO D I 1 STORY 13.41 36' N PLANTING BUFFER o STUCCO •p BUILDING SEPTIC S M #2A 8 _-C + + • 5 N --• to .et- + a� r \ T.C. 12.5' b SEE SHOULDER RIS CONSTRUCTION N N % �� V �, • �' DETAIL FOR PAVEMENT AND BASE `vs SPECIFICATIONS Lr �°+ �' 'Oc T.G. 11.5' T.G. 11 5' � * (4) GOLDENRAIN TREE BICYCLE PARKING SIGN (D4-3) (KOELREUTERIA PANICULATA) O v ® ® LAW AREA WITH TOP SOIL SITE DATA: * . . n b SEPTIC SYSTEM + +, + o ITEM NUMBERS 610.1602 AND 610.1402 BICYCLE PARKING AREA USING � TOTAL LOT AREA 84,142 SQ. FT. INVERTED U RACK INSTALLED ON CONC. SLAB r�-i ao AT BETWEEN ROAD CURB AND CONC. SIDEWALK. NP. TOTAL ASPHALT PAIRKING AREA 42,636 SQ. FT. TOTAL SIDEWALK AREA 1,959 SQ. FT. � r + + Z PROPOSED DRAIN LEACHING TOTAL ROOF AREA 9,697 SQ. FT. -+ zA 17.4 z I n1 BASIN TYPE M 2285 SEE TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ. FT.) r �� "` •. Zo DETAIL RIM EL'=13.20 o ( ) 9 z :=:::.13 ii:;;r.;:.;.;. 'L D AREA PROVIDED 35.4% 2 850 S FT. c TAL 1�4NDSCAPE Q TO I W � o D • 4 AREA PROVIDED 44.3X 37 30 S FT. P Q T L LANDSCA ED TOA b� S _ THE FOLLOWING SITE r D S INCLUDING F 0 r AREA v :': �4�75�`::- 0 s•. �ft.• FOR::�- '�` �: :�.`�: N G� D PEDESTRIAN WAYS - q • ' ' ROAD ACCESS AN mcV N ::•:: '171c,'SYSTEM" i .::• �, O 1 ...:..:........................: MINIMUM SIDE YARD PERMITTED 25 z T.A. 12. ;�- AG -1 a mz + L. D 17.4 '=: + l E IDE YAR L S PROVIDEDS r _ � p I.C. �I X IE YARD PERMITTED 50 2.5 MINIMUM TOTAL SIDE z I 14.24 .n O AL SIDE YARD 60.9 x y N TOT PROVIDED O O Iti 2 BUILDING HEIGHT PERMITTED 35 i .o' X MAXIMUM ® 3 .. .......... .:.::.::..:..:..:..:-.:.. O E PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) ==: ��_ : =: : : '•:;;:::: :::;'::;::: ° o 3.5' ON x + .. U I Z SIT A TE MINIMUM FRONT YARD PERMITTED VARIABLE :=':'.. .•::`::=:::`•: ::`•.`-= :::`: �C �, a :..:. c!J O ::::::':::::::.*''::::�:.�:: :r'::::: PROVIDE FRONT YARD 52.5 OFFICE BUILDING 81 HUDSON BANK r*T cn T. ( ) ( ) G. • ::;::1,1 r 1� I 30X -I \ M TIED V RAG PER O LOT CO E E TYP ' ATTIT O:::::=.�. �'::::::::::::::::::::::'::-:::::::' M LIC K rn r*1 dao 0 VIDEO 15.8X I 0 cn::= LOT COVERAGE PRO L1 < a :::::`fix••:-:: TI D r*,... : ` : ;:: '� `_] r ': .............0 - b h �c- + n I � ���=��` =::w�� : =���������� ��:� :. .... . . . . . . .... . . TOWN OF S OUTHO D h O L z O LRY C- rn -I PO C7 i LE z r rs a I 0 -o- �_ ��.....:::-: ::::::.::.:::.:::::::::: :.:::: :.::.:::.::.. :. SUFFOLK COUNTY NEW YORK ::.:rn ::.:::::::::::.1- iv -� p :.:D� :.o:: m I z z :.::N•: ::::::D 5 �a-f:•:••:••:••::::•::•:•:••:•:••:.•:••: ::•:-•.• N C ® : II N -I :::::Z 32' :::::: ::; y . 19' O. :..:.o. ....:..:..: • 5' 1 c� NOTES: _ ::::::::.;Irl S.C. TAX No. 1000- 122-03- 17. 1 e. 3 m -�, -� rt' `Ip Z11 '�l '�A' N '� 7 n N 7 7 D 0 N.G.V.D. 1929 DATUM P I P E R REFERENCED T ARE R N 1. ELEVATIONS o R 4cn D D P T`lP TE - - L SCALE- G A A E 1 20 -1 - U v CO-- .-':-':-'.'-"- . . . RRUGATED U E Q io '• O :' C 0 D IA. R 0 VE SHOWN THUS: D P RE H 2Q0 IONS i4 P ELEVATIONS .... o EXISTING 12 A 0 -< R m -25. :::.:'::��:• R I G a BEA BRI E OWN US: TR A FFI EXISTING COUNTOUR L I 'NES ARE SH THUS: 2 0 JULY 12 0 r 7 20 6 F.FL FIRST FLOOR N�'�::.:::::•:::::::::::.::::::::.::::::;:•. GARAGE FLOOR 0 co G FL ARA T� :• _ CMB 0 •:•::•-::,'•�•�'•`•' DECEMBER 22 2 06 RIDDED I I r SITE PLAN F f D ::'::' =.'::::::::..:. - JUN 7 TAKEN FROM' E 2 2007 ADDED TOP TOPOGRAPHICAL s L uRVEY 2. FLOOD ZONE INFORMATION A / ,:* AUGUST- - . •::.::..:..:..:..:..,..:..:.,:..•.......-•.. 7 2007 AD 4 ���=4 75 2 DED SITE PLAN AP No. 36 03C0 81 G o s . 1 ft. RATE M� F '•:. FLOOD INSURANCE oR ••: F s2 � 2 2 s • n 1 2 . z OCTOBER 19 E � o E 2007 ADDED DRAINAGE & SEWER D• AREAS OF 100 YEAR FLOOD WITH AVERAGE Oa YEAR FLOOD; m R SOFS -� ZONE AREAS , JANUARY 4 X08 S 2 20 REVISED AS PER NYSDOT' � E N DO LETTER • J n ETTE 0 CD AREAS LESS THAN R WITH DRAINAGE A S S HAN 1 FOOT O �:;'::��= -;'�?;�=��� -:•; ;:..�=:-��: �:... I P OF LES T DE TH m � FEBRUARY 29 008 REVISED F- 2 SED SITE PLAN ' O • C + •"•"•'•"'-''•"�"•"�""'"�"'•' �'���' � APRIL 2 2008 REVISED SITE PLAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD. ;; : .;:::::::.....::.;:::;.:; :•;,:;;:; r� LA < N :.•:55.0' -.:.. .:::':: ® + m o APRIL 9� 00 2 8 REVISED SITE E PLAN - FLOODPLAIN. v, � , TSI 00 YEAR FL00 a ZONE X: AREAS DETERMINED TO BE OUTSIDE 5 SEPTEMBER 12, 2008 REVISED SITE PLAN a • ®® MBR - 3. SEPTIC SYSTEM STRUCTURES SHOWN: 'vi- .c' 12.5' * 3 JANUARY 23, 2009 REVISED SITE PLAN p EC HVE 1 0' T• 12.5 '� T G FEBRUARY 3, 2016 REVISED SITE PLAN OpOSED PROPOSED EXPANSION POOL 5 V 2.0 O PROPO CONC. RB (TYP•) T.G. 1• , O 11 ' P ass - OVER _ SEP 2,9 2016 r .-a TYP. NF cR AREA = 84,142 s ft. @ � ASEMEN �� n 00 0 - ® ® _ ® Q, ® N E 1.931 ac. Southold Town (n z N 00 N® Planning Board c- 0 PROPOSED LEACHING POOL W + ENT T.G. 11.5' C) N PRO AS ALT PA T.A. 12.0' TYP' +`� Iz /Al2.0'TYP. + T.A. 12.0' C 12.5' O PROPOSED SEPTIC TANK T.C. 12.5'TYP' _ / + N 9 O � .k-12.5'-•�I� ,, # T.C. 12.5' � �-� O PROPOSED CHANGES FOR USE: O PROPOSED ENCLOSED ' PARKING CALCULATIONS >_ Q PROPOSED GREASE TRAP DUMPSTER T �Z ® + �+ 0 N �, A. BANK BUILDING = 1 PER 100SF 1 S �' POLE (3,244 SF)/100 = 32.44 OR 33 STALLS REQUIRED i 4. THE LOCATION OF WELLS ,AND CESSPOOLS SHOWN HEREON ARE FROM FIELD N 46'45'00" D FOUND o OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. E �= v -� CONC. MON• B. MULTI-USE BUILDING U • 1 4.64' 9�� SEPTIC SYSTEM 2B / N 1. RESTAURANT = 1 PER 100SFOR 1 PER 3 SEATS 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA N00o # (' �--- o + 'o I,, OPOSED 6' HI STOCKADE N E (SHICHEVER IS GREATER) II rn N o N -� � � ", • tR� " 7 a. 1,200SF 100 = 12 STALLS REQUIRED 11 Z CIA"t r,t b. 16 SEATS/3 = 5.3 OR 6 STALLS (EXCLUDING ROOF OVERHANGS) /�1 _ ,a S 45 18 50 W �N 75.00 / 1 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA `'o m N GRA�4 E ® + v 2. RETAIL=1 PER 200SF (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) � o FROpO5E0 / � Baa o. 3,550/200-17.75 OR 18 STALLS REQUIRED � � Z �0 3. MEDICAL OFFICE = 5 PER PHYSICIAN O 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA \ + � 1 to �a a. 3x5=15 STALLS REQUIRED. (INCLUDING BUFFER AREA) �p 0 t Q -0 I. 0-0 C. TOTAL = 78 STALLS REQUIR D 0 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND -1 tO m + 0 co • U3 a R �tO - ' D-0 D. 71 STALLS PROPOSED (INCLUDING 3 LAND BANKED & 4 ADA) REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. _ , / ® tO z ® /� �y 0�-0 (ADDED 5 STALLS ON 8-28-16) U LEGEND: o NCD +,1, ' N k 25' o �'N�, MAjN �- rn _4';0 NOTE: ASPHALT PAVEMENT SHALL BE USED INSTEAD OF STONE FOR • (PROPOSED ELEVATION) 4� ROAD , 4 %"\-" � 19' _ THE REAR PARKING. T.C. - TOP OF ELEVATION U12.5' EXCEPT AS NOTED ON DRAWING '� (N.Y.S. RTE. 25) + 1 , rn k 14P -A 2 ' , +� + DVD a I� T.A. - TOP OF ASPHALT (PROPOSED ELEVATION) � �9� / -+ � v _ ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING - I N 51.50'00" E 2 �A t �_ A'97 o z x T.G. - TOP OF DRAINAGE INLET PROPOSED ELEVATION `, 25.00 o% oc° , 2"" ® v " az 8-28-16 MF ADDED 5 PARKING STALLS IN PLACE OF THE LOADING RGD � ELEVATION 11.5' ( ) �� x x 0 , " 1g' , /x U1 + �' "'�' + �� a C\OO DOCK 0 T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) " Z o +� �, . � *+r Ag• Q n �rx t`� 7-27-16 MF UPDATED PARKING CALCULATIONS CFD O ELEVATION 12.5' TYP. y 0 't . v r^ � � b % - oo w P `� ? N 22 + , / BANKE`G .'C a 7-5-16 MF ADDED CHANGES FOR USE NOTE CFD rn ® A/C CONDENSER UNITS ® '� z , IN Q) o r o �9 ® PARK �a � 6-23-16 MF UPDATED CURB & CATCH BASIN LAYOUT CFD in i-I12 - PROVIDED PARKING STALLS TEST HOLE DATA . & O # ® `_ 11 � 5-19-16 MF AS PER COMMENTS FROM NYSDOT DATED 5-12-16 RGD (TEST HOLE DUG BY McDONALD GEOSCIENCE rl # T.C. 12.5 __ O. T - BANKED PARKING STALLS 4.5' . + �- 4-14-16 MF RESUBMISSION TO THE NYSDOT RGD ON JUNE 8, 2007) T.A. 12.0' T C, 12 5' - n +,� DATE BY DESCRIPTION APPROV. BY EL 125• O• T.A. 12.0' D -) - DRIVE UP WINDOW STACKING PARKING STALLS S6 REVISIONS �r ® T.G. 11. TYP o t i i�1 T.G. 11. N A � MIXED SAND PND LOAM + N TYP' N ,� ® ® • HOU s d 3, N -- O �® - TRAFFIC DIRECTION FLOW ARROWS "� �® T O W N 0 F S O U T H O L D 4- w T.A. 12.0' ROPOSED GRAVEL PA '° SUFFOLK COUNTY NY O BROWN SILTY SAND SM P o PAVEMENT �-� •? T.C. 12.5' IT.A. 12.0' THE UNDERS'CNEI'),PURSUANT TO S011Ttf$OLD TOWN CODE SECTION 50 • 31-0. +�CONC. CURB TYP. T.A. 12.0'+ �� " N 280-131(T),ACICNOWLEDCES THAT THE CONDMO,'+J5 OF THE SITE rLAIN oa �.C. 12.5' APPROVAL siT FORTH L'V THE RESOLUTION OF APPrOVAL DATED 't-..:..*. 1.t o SLOPE GRADE TO MATCH �21" D T.C. 12.5 1 HUDSON CITY SAVINGS BANK PLAZA .,�/,�lZo ARE ACCF ED(SF CONDITIONS ON7LUTION). • PALE BROWN FINE SAND SP EXISTING GRADE � ,_----- . � � / ''' y PROPERTY LINE T m PLANTING BUFFE O� Ln s PLEASE PRINT ,%Av ! l� '.• ;4.' , ,. � N 48'00 00 E 'O t� [ � I N _0 EL 3.4' - 9.1' 362.00' O O c'4/2., / 41&'n ,� 2. OAK pf NEW PROPOSED SITE PLAN O ! .alR1ZED Sl NATURE TITLE DATE FOUND CO 14 .28' / '��(, t 0 I IL MON. 0.4'W � APPROVED I'sY + w Q0 C f' TORN 0F90UTICI -Allli NINGBOARD WATER IN PALE BROWN FINE SAND SP S 48.00' " / C-0) � O G•0//I 00 ,s' oAKo c-- + ° MON 72.88• +� L S 48* '00" W 75.dd' * �� * L. K. McLEAN ASSOCIATES, P.C. N O _ 4 I p 5 EDGE OF DIRT ROAD 14. 0 � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 + +� 13' LOCUST '� �soNc°MOH►°• + 1-i Sheet No. 218, 16' 5_ Designed By: MF/CFD Scale: AS NOTED CHATRT'ERSOV S! NATC.'IlE DATL t,� 56985 a0 ,r 33' WIDE RICHT OF WAY \9 'J` N NOTE:The a(rproved site development plan shx111 I)e rand for a period of ei�hleen(1>i) (KNOWN AS JOHNS �/� M F Date: APRIL 201 6 �)ovtS Lrom the date of• roval as ROAD) f�0 ���1P Drawn By: pp per come section 280-132A. 'D j FESS cn .. U Approved By: RAS File No. 16029.001 SURVEY OF PROPERTY pSI T UA TED A T SUBJECT MATTITUCK °♦° / . PREMISES ��• �' TOWN OF SOUTHOLD ° r O SUFFOLK COUNTY, NEW YORK m _p — �01 / S.C. TAX No . 1000- 122-03- 17. 1 z '� Gtn E. LEGION AVENUES°�'/ ,pry SCALE 1 "=30' / JULY 12, 2006 / DECEMBER 22, 2006 ADDED SITE PLAN KEY MAP JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY j JANUARYE27, 01017F'OUNDATIONU LOCATIONWEST SCALE 1 "=600' j AUGUST 5, 2010 FINAL SURVEY SEPTEMBER 14, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 09/08/10 / a APRIL 11, 2016 ADD GFA CALCULATIONS AUGUST 23, 2016 UPDATE SURVEY SEPTEMBER 20, 2016 REVISE FLOOR AREA NOTES SEPTIC SYSTEM TIE MEASUREMENTS TOTAL LOT AREA = 84,142 s ft. / (BUILDING No. 1) 1.931 cc. / BUILDING BUILDING CORNER EA CORNER EB / SEPTIC TANK T COVER 1 1 B' 24' CERTIFIED TO: SEPT JAB } COVEIR 2ANK 14' 24' CHICAGO TITLE INSURANCE COMPANY LEACHING POOL COVER 1 29 29 ISLAND EAST SERVICING CORP. 0 �s S S LEACHING POOL 43' 38' COVER 2 4'' '♦ / \ \ �S7, LEACHING POOL ..\ \p.,� COVER 3 32' 35' NOTE1 .S: FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G k ��9tic% ZCNE X*: AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN FY°oma �y '► 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD. Q / ZCNE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. BGG .� Q' \ 2. GROSS FLOOR AREA CALCULATIONS PROVIDED BY OWNER. off• / �' /_`/_ \GO 0 74°p�' 41r• +� y\P�� W \\�• r—`� 111 1 j �� / \°rAy o� 1 / JP �� \ \ •� 11 �•�r G / \1.� ler ly ego" +♦ � '' / ��Q• s'O yP � � �� ;..# �,o� ��'Aq �,°y \ (Xr ��yl G. I P . ..:_..OyC:.::: •s :.Oyr�0' y °op \ Op , „r� Y �j P �� .' ♦ CURB CUT ye �Q � C P9i N 6 UTCE Q 'e ,� Jpy1E G 0Py` / �' fl• \ � �'GP SCJ'o/ � Q� y P�,� � �� � , X3c* O / G•y \ `�F'}A'QvPy \e• '�'ti 'o�Pm '_ 2A �' .� ��'` � �.. b CO, oo 0 Q e� °G��v� Cy�A o �G��� �• o°s o Ste. A° a T se S7 4 L ��1o� s• G o � � / }diol �° s'OF� G ��'C`C G ?O, ,s JQ0 0,-0 ;�� 11L�/ - c', _i \ �g• JO r x CP Z y1°oG°� �`�'O•, 'S a.� a�.� /� y ' °� p�Q G a 3 oy� 2 � �' N�''L�f- \ 0\e? TOT00� Tf;1?0�O/�� •.� �QOy� Q °� ��� �'t'C °��`�c �sr ° f 'oy��sf�4�°s �° �° o� gyp``' 6 0 00 Y� LCA y0 ?'a°��0�CFJ CO / s� O 39- 6, o J J fi d' 4qp ,`+ �9CBGi 1 9s 1r q o 20 C es °sl , / yc �l •�. q u A'S5 O O V C O J •C o9A,S,SO°1149 f / psgCC \ p0 5000 4949 r�C n?, Q gQ��y �C°� ? �+ S �O 119 A* 04, SEPTICSYSTEM TIE MEASUREMENTS ` �� °�' 10; Qat (BUILDING No. 2) �2��, 6' ` �F �Q� G �"� .fQo. ^ry o�y' (FRONT BUILDING) `?' c° ll ° X05 15�P'� �,° oz / BUILDING BUILDING ��' I ycB /• ` °o` , �� �� 3�0� GJ�� / CORNER EE CORNERQ / SEPTIC TANK �q 'm. 9jF E/ \1 1 • / �gq r� O� r• COVER 1 22' 39' Ce J?l• / ��_� �r{\ �� LEACHING POOL 15' 51' - „J� 90COVER 1 00 d LEACHING POOLS-0p A l QP °Sr COVER 2 35' 32' y ��F LEACHING POOL 34' 59' +L`�v` �� P �A �R �o� �`F�A GJ� .7Qo�� °�`� �� L � U�✓� -COVER 3 0 GREASE TRAP INLET COVER 49 13 SEP 2 9 2616 i O J�( !y � Q G° g!l• GREASE TRAP 51 16' OUTLET COVERCF BUILDING MPT.tiF° Qg' ,• `` N S8, ROh O O p6' TM N OF SOUTHOLD SEPTIC h0 , 3p'' (BUILDING No. 2) rod 0tk (BACK BUILDING) �` ��'' °orr '— 0�4 IF, 7�_� BUILDING BUILDING � 100 A �a• 3 ��15 P� UNAUTHORIZED ALTERATION OR ADDITION © CORNERED 04t 0 3 0 �b TO THIS SURVEY IS A VIOLATION OF COVER SEPTIC 1ANK 1B 41 l EDUCATION LAW. SECTION 7209 OF THE NEW YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING COVER 2 OO SEPTIC TANK 22 42 THE LAND SURVEYOR'S INKED SEAL OR 74 LEACHING POOL 34' 47' 360' �o•oy�. �`� TO BEA VALID TRUE COPY.EMBOSSED SEAL SHALL NOT BE CONSIDERED COVER 1 Gj LEACHING POOL53' SB' �r� + CERTIFICATIONS INDICATED HEREON SHALL RUN COVER 2 �o ` ONLY TO THE PERSON FOR WHOM THE SURVEY Osfa �'i c�+ IS PREPARED, AND ON HIS BEHALF TO THE LEACHING POOL ¢ cl 'fT�Ois oo TITLE COMPANY, GOVERNMENTAL AGENCY AND COVER 3 57' 50' 2 cs bry• LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. go`P x e o o1F o� .J A �- �. ND/OR EASEMENTS OF RECORD, IF THE EXISTENCE OF RIGHT OF WAYS ANY, NOT SHOWN ARE NOT GUARANTEED. -� �• 4- ° PREPARED IN ACCORDANCE WITH THE MINIMUM zO CoA �9,f `°o• F STANDARDS FOR TITLE SURVEYS AS ESTABLISHED *6 Nathan Taft Corwin iii oo BY THE L.LA.L.S. AND APPROVED AND ADOPTED .tom„ 9 FOR SUCH USE BY THE NEW YORK STATE ND ►d ,prc 2 TITLE ASSOCIATION. �'tc,t). l W4� 041 Land Surveyor I 4• Ii= Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS a ,y'•..fit. . '• "' 1586 Main Road P.O. Box 16 N.Y.S. Lic..-Nb. 50467 Jamesport, New York 11947 Jamesport, New York 11947 35-255D - ______ - __ - - - - - - , I__ I,-1) I 1, � --"%— t - C-` I-, -, , I I I I-, I � . ,. - E__1 -11 , i�I� �, �,_��I , " . ,_: - I- - -1 - I :- , :_— -- - - - - ___ __ - _ -1 I-,A �� �., �2 ___�I ,I I - I � I, I - __�'_! - . ;- I � � ; _ -, - , I �� I , -. - _ -,- , - . �-, I . I � - - - - r- 11 (___; "" - 11 I. . , , ..... 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I I : . - I � �,Tl 4� -,-,-� I 1. ....�_�I___- I I m � I,\ I I ,-,� .I,1. �i �__A I -) --- - ! " -_ - -\- Q, __z_-1 I \IJ / I � / � , � � �� 1, :� I __�_-..�.,_m, ,*�! 4- I i I I - I : I 11,1 .4 I, ,--::-,I I �+ -_ , ,: w � 11 I \ . % I ' 2A l___ - , 1� I ... ,�-1--_ _ - --- ._.___.__ ---__:*1 I _ � (Y. ,� -1 , , , t,%SEPTIC SYSTEM # ��_�; - I -�� -_-\-:-m_-#I� 1, �, __ '"' �___ - -, 1'_�� T ", I - I -1 I- ,I -- I-,- , 1� 1,I) � _-I� 1 -4-,,- I I- , I , , I , ,I I ," ':_', --,7�.mm� ,/I � - _� _�:--, - :1 I , r �- � _ I �1 'I, . I � . � /' l III , ,\I -� " BU IL: L;I fj I-, '', !,�l -I I I z �� I I , , �� - , _-__ , m.___-� ___ �� ___ . .- , \ '�_. il / W -- / i I —. __ ___ - - - - - " 1�, -/ r�_ I 1, -, 0 � I : � \_ -- - - :�=. I I �I., I I I , - � .---, � - ��- �--��______:!_� \,- I I., L I / r I '.-.A�. ,� , : I ,� / I I I . - I I I I ii ��_ I -zz , � , I I I �, .I---- I _:::�� I'll I _,, , , I , _ I I - 11 _ Lo I k-D -1 I -1 I 1 7 / I _ _ ----, _m, "ll, i -'i , - _' FAP.j,,!l-jIr,, �j,,j,,j ' � " Il- - "�, ' _ r " '" : _.- _ I T__, ".. :��, " I ; , '-'.�`,. '(�',LC i ,�� . �DI-3) - - __' I -- --------- i �I _)c- 11� -,r,,,'- :�, ,',,' - �_---T C+ I I:,"I � ,�-__" 0 - i�� " I , I i - z- I - , . . , , / I - , -:S, ' ' _, I � i I , , I I I" r I � � , , ,�, I \ I_ . ' m.m I I I I—_ �, �- , I � � ____1 -E� "�, � I' 6)'_r _1 ,I- ,- � .-__...__.___ "I � 11 I - - ___ __I. -- I \ _�4 � __m___ , -) '/ -11 , ! , I i , , I !i "z I � �_, _ j__ - -_ -- _=� I � , , � � � - ___D__m i", 1 1 , � " ��, I , - � m- �, , - I ,4�,'�, r - I / I I I , I I , - � � �, �__� � I- _- ,� ,,,," 1---- I _ , � , " _;_ I., . I: � 1�I, I I Ir I I % ; r- :I, " I -h - :-r-7 � � 1` I I I � � I ,I 1; � "; �/ , _ _. � , � , , I 1 r,r, I I i I- _ � I '\ I " I I \ t � � SITE DATA: " "I I I 1; , \ " I: 1 )� ---'" �� ':� � *11 " -I,--- ---_/ \1 "��, ,� � I I __ I ff 11 I " \, :-11; . I � ,". �!_ ,___- 117D�l �1), __`� / i * 11, I 11 �,,,, -\,� i- 611-1 . -,-, .. i I C) 'L7 PARl AREA 11',,it , _< � I- I __ ,-: - 1 ! m P ___, , I t," �",:-�, 1 \ \1--1 I i I _1 ,.'� - , t � �,'--� '," I �? i . -7 - - - - -,_m.-.m.-.1, I �\�'. -, ''I , ' - - 4 , I � -r. ,1) ---I-_, I,_ , 'N � IrWEPTLD U .,--,,.,-� i .1c --- � I I V ` , ,- I �\ - I� � TOTAL LOT AREA 84,142 SO. Fr. . ,�V�T,1_LEr_) C),,j ,�,jr�,, I i : \�_ -I i I I I � -� " � 1. �1,* , 4 I r : r: I I,, \,, I " I , I � , -:,,�",M,�'�� " I —42,636 SO. FT. �, _� � 4 1 1 1� IT --l- I I- i, � J,=_I_�" I I--i-:�,�, ��\"-,�',/__/,,,/' 1�\ I /��, TOTAL ASPHALT PARKING AREA I " - - 1,959 SQ. FT. i;-� i= 11 � _ - - � � � it - -- i ""I I �; � :�,'., � I 1, !---,-;, \ ,t TOTAL SIDEWALK AREA fi. _- ? � I I m _ __-1 11 i r ": _"', I !..... [-i-1 . ,,, __ "'I'll �,!"� , �`,A I ,,, w I ,I\ 1111ii . I I 1 � I � i" , � . I i I -_ - 7_11- - - _ __ - � ___.. � _=� il I 1 � �:,�,'-'! I i /' IIIIIIIII!,,1".-,," I �,I,,,-, ij, - , __ --i ,�,�1 -r" L i I - '1� , - Sul I � _ 11 I : , , " 1 I li r , �-, - - - I:: 1: i -_ 1 i i I ,,,,",-/� SEPTIC SYSTEM #1 I —. , -_- ? � "11�_`/ r "I i ", 9.697 SQ. FT. L� I - I I� i ) § APPROVED , I J, -1 , i , REA REO'D i-5X (29,450 SQ. FT.) , 1 �7� :1 I -, ,�� " I � I I i : � , \\ � . � I __ � I I �: i I I i , - : , I I + I I� I :�__ . �, - I:,) - -_ - _ -__ I k I :: --- � ,� __ 11 I 11 . -_ - I I I -_ : !I - I r —35.4% (29,850 SO. FT. ,� I _, I ,,_�',� - I . ,I .II I , ; � REA PROVIDED I -1 - I r/ _�__ �� i I . ii I : I I I e ,�; I I ,--�-,, I i I , :�_ L � i I : � I, I . I-_m_ � 1, I " � " I ! - 44.3% (37,304 SQ. FT. TWO STORY OFFICE , �- I I � I > I I -,-- - I � 1, I 1� \ , I-'/-�� "i', � I I I. i � I i: ---I.--- I I /A I 1 I(" > 9, , REA PROVIDED � I I I I - I I I I- " : .. I- - I - , , � W V : 1� . '1� . 1, , ,� / �," , �,-, %", I I I I _� I -_ -- - 1 1 ` J/ � _�� I I, , , �\ ; � I BUILDING 9,500 Sill Gil r: ,, % : I X, : l - -f! - I -- I �, , I I , I I 1,�, 1" ,� 11% � I %\ � _ - r:_ I I I : - II, I � il ___ � , -_- , :,,� _:�_;, AREA INCLUDING THE FOLLOWING SITE � i ,*1 / -, I , It : I I ' ' , i � � 14i A i: . I , M....1 � . 7::_', !I - . f/ , �, l- , -- - \ %% I i ELEVATION 12.5' _ " -I-, � I I I � �,�!::" I ! I I � I I I I 11 � -,,,� - .- I DESTRIAN WAYS , j I :I I I . . I - I I �_ " � I ,�, ' ' , - I I .: I : I -- I "� ,, , j 11 I I :: -- (NO BASEMENT) -,- I �I I :� I I , � I i I T.,�, I i I e L "�'i m --"% !I / I -:- I, * -: i� i o, MINIMUM SIDE YARD PERMITTED— 25' 11 \ I � � - IX '�:. _: 1,� �_ _� I� �� � � � I _jl_� ___ � r- _J_,��. ........L��__'_','�j �, � " - t / " -, -_ I l �:I ," -I- : � I- -�r:i!,! _L_ I - - -I Fl- � , : - - ilf , ` I i -" ! PROVIDED SIDE YARD 17.4' � i 1 1 ��// I - /� �!7 �, --F I w, I - ____ , - -, ,% _I I , �i THI I ,, 1!I !1 11 Ill . i t - , I -m I . I .F: I -, 1� ':I, I� � 11 I I - i� I , !! 1,, / � - ii! � - ri�__._ I I -T-- - - - - I 1: - - , , - I� p I 1;& Y, I I MINIMUM TOTAL SIDE YARD PERMITTED—50' 1 i I I I �1 1: -!,I I_ � i , . il- I �_� _...�_ - - �] I , I � %, " - 71 : , r /, !� :i 1. _ lTL�_ -L m........ ,..---,-,-, ,I I--...../ ___ iL��'i , I �, -� �- � i I� i;-LOIO - I � : 1: � I � I ,L I :" ` I : I �� i 4i_ I �'* . ,- I I - -_ I 11, � \ -9-1 PROVIDED TOTAL SIDE YARD 60.9' -1 I / ,-,� I ! I: !� �1'1 m � I - - I !I ,, " ; , III j ,� . ! -, I : I , i : ,_I /, I I � MAXIMUM BUILDING HEIGHT PERMITTED —35' - I . : r -1 . � I : 4- I I _--� , � � I . , � � I � �: -, I - I " I I ,,, / I I i Ir---------�I - I I ;�,� --: , , -- , 'i 1- ,.� I I _-_" \ 'L� PRCVIDEID BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) " I I , >: i ll� T . 1, �,I, __,. -- _ I ._ -- i- _F_mmm ,I �I _"�i ___- --- !�"- I �_- _ �I . -__ _� 1:, i _1L_ l'' S.1 T UA TE 1� : ,, - I , _' : -.-, I - , - I , -- --.--- _- � � I :L' ; , � j I I ,_ ------ �- -, � ', L- MINIMUM FRONT YARD PERMITTED—VARIABLE ��, �_;- ! � /I [I � , . i � I i � -_ , _-, I_:_4 11 I I I I -! I I 1 T�/�, I :f —-_ -7- _-�, : - i -�- __j I I,I -I I ,, — I I I " " --- _ ... I/ �7, i - - I ____I-..-.- __ I� I ___ I "I 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) , I", � � _ - �,/` / " I i I /' ---- -- -,, - F�:� --.----1 - � , PROVIDE FRONT YARD .< - // : I 1, ��,, I -, , I m 7T_ � � I i ; I- , . I ____i__ / , -I, _ , I - -, I -_4 - __* -_ , -, _� I I , -_ - -- I ; L LOT COVERAGE PERMITTED 30% ,, -, - I � � t i" . 1 7� I I/ 4 ,I i ; I MATTITUCK - 1, I ; I //�, I I - I', ! I I � � I r L � 1 ' ' I i : � 1, .I _ - 11 I ', " I -'' _"L � �_ - i I , , �,_�, I ! , I 'I -_ "l, S �_' - 11: " ; I : � "" - ; , ED - - 6 � I �"- I `;�,, -- 15.5% 1, ____ - ���, I LOT COVERAGE PROVID ____ I .- , i -, I - /, , ,"/ I I A _____ - I/, ,//, " �,, -� - � I Ili , I , � -1 I� I , // I __ , ,_iQ � I _1� � I \'. r� I; i 1- - I I I � - � i II---i3!__ I I , i __ i i I I I j i � - I- 11 � ; ----- - I -1 i I I i - i - I=- I 1 -__TT_-_ __�I I m !ll� : ,,j . ---- -,, f I , �,. - � i I i i I. -1 I � I I, I/ . - 1 4 " - I , TOWN OF SOUTHOLD I - i I I I . ,I - III - � � I , -IrJl, — � iz t .1.1 I , :!!- 1-1 : - -_ -1 l 4 F � � I , III 'I-, 1, % I :r I I ,_ I I I, � � _�_, I (I 1 1� I , I I 1-1 : i�------I i I � — �1� -,...I �7 : c i � .I I -I'. �_ . 1� _ . I .i _�,�, � c _i : --- I ( I C' I .__ I .1 :- ______ , . __m I.mm 4- , - :I ------- f � ! � I -II ,> , I � - - � � m� I � " -,� , _____� I " -1 t___ - lc� 1, ,_ I 7.,,I t I— . . .. .. . . .. I . .. .. . . .. .. . . . . . .I �, :: I -l� - -,— i — I------ --l / I I I __ . . _m� __.. _ �,;, I 1- __ _�i \ . '' . - , I , ) , ' ' � � '' . � _ 1' ' . . . ' ' , . ... 1 ; — � _: I SUFFOLK COUNTY, NEW YORK I 1 ,1 :, ii , I I I ,.. i �_, I,� _1 , I I :1 I I ,ii, — :- I — I I III ! � I - _ . I ; -i ----. — , '' '' 4 — � I �I I I I I 1 _11 " .i -1_ ---- _____� __—,1" __ � M,m 1;; -, " z - I � I I 1 4 1 �.... I . - L �; I -? . . �.. . . . .. . . .. . . . .. _ _ _ _ 111. 11 �1114 I — :I __ , , � - -1 ___ - - 1,-1 I! S.C. TAX No. 1000- 122-03- 17. 1 . .. .. .. .� .. . . .. .. _ _ _ _ _ I! - I t - .- _'� ��� c , . I 4- _ __: j, I I -1 r il-l�. ,..��l'.�l..'.,�"I'�..".,.-,-.�. �l'.�'...' ' , 'I .: �_ I ,� "t I_ �` i:f i . I- i: I'll I � : I - � I --1 i � L I r -_ . -_-_- - �1 : I I � . ,I I 11--- - � _., __ i , ".] 1 " I ,_�_,_ , --_ , M., �-, _m I �_,, , -� I i I I I.- I ATOTES: I I I : I . I I I I . . I I I I , i! ,I L _ 1-1 I I I . : ,� I �',', -"'�'�','�'1'1'1' .'.':_*�'.'1'1'1 I "I',", I . I I I I I I �, / I _-) \ - - ') I 11. 1-111 . 1 - 11111. . 1 11 �.",. _j � 1. . I ,_-, " T I. �r _;_:� 1 I � 41 I/ I - : ! I , I --!! - � - ,, � AREA = 84,142 SF (1.931 AC) _ I ' . , : -1 I I , ;;�I pl�` __ .. .. .. . . . , . . . I I , - 1, 1, I � I I�_, l� I- 1� 1. ELEVATIONS ARE R TO N.G.V.D. 1929 DATUM / I , I' ll �1_ _ . . .. . . �' :,".."I' '..' ' . i , ! I L 11 I 01, ", ,� i M ! i �- - , � -1 J_� I ; I". ",I;-I I 1. ; , , , 1 . 11 , . � I � -_ -114 � i 1-1 I,1 �, - I. . I I .. . . �- - : I ! i " J:� + , , -, _ 1 , , I I - �i - __ - . 'i, '' . PREVIOUS SCDHS PERMIT: C10-08-005 . . .. 1. 1. 1 . 1-1 . . .. .. _ .. .' .. .1 1 1� - . � , . , : �,7;" 1 1 1�4_1 i-, 1� � _! , � : ---------4 _�r ) I -I- --_--- - I I --- I.- EXISTING ELEVATIONS ARE SHOWN THUS: 2m ," j - . . - __ _ .' ' _ _ . . .. . . . . .. .. .11 , I � I/ ,1! j . . " I \ . .-- I i �1'1. .1"., '1�1,'I' ' � . .. .. ._ ' ' �� .. . . .. . � ,' '. . :" � l I, , � ' ' , - I 1, / i I-_---- if �� I �i I \ -,� i I I ____1l ___ - . .: I , i: , ! -,-1 ,,-r ,-I ___.,''m__ , I" I ---------- I - I � ' i :. 1, --- -_____ I -, . � 1�, EXISTING COUNTOUR LINES ARE SHOWN THUS: — —20 — � ,\ 1, / I I , ., .,.'12,'375.'SF.'RETAIL ,(DRY,',',', ,',',I . I , /; ?, :: " ?i- I --I - -_-,&- -- -4 L=�I 1 - -1 I ----- I i I � � �. --------- I :� .... � I ; I r I /,� I. . I� I I . I I I I I I I I . . I I I . . I. I I I I I. I� I I I, 7 I I I I 1 �,�> (I-7 �: _ � � , 1 1 li I I I , I I , , . � I ,"" I � .- � i� F.FL. - FIRST FLOOR i_ _ - , E.,AST.-FLOOR.-.-. .: I I 1 i ; �I I � _j � -- I . � ; - - : i : .I I - __ I / �* . ,� . l - I - I I ; ,' ' , I i I � I �I I -17 . I- _ST.0RE):.ON.TH ! / � � i�- - I I I .. . . .. . __ � . .. . . .. . . .. .. . . 1. I I I , ,' '� I ! � i im'! , ,1-1, I -,-- t , . I I . : - . c�il - GARAGE FLOOR .�,:� I i i ",i. I 11 .- - —/-----M----- -_�-_m_- � I - , ! I _ _ .. .. . . .. . I i. � z,I . , _j -.--_ I F - !".'. ,". ".'."%'."""%'.""""' '�"'�'."" �, .. , � ,, I I �. !I\ ; ..._.-,----------- , ill __-1: I I I ., I 7 -I I �, �", � I I , . - _-, , �I - 11 11 �I I. I . I I I , � �I I I : -,I � I ; \ I :�, , � ,� ., , �, .'"'I','',. � 1%,", 11 . . .I I. .��".. 1 1 .� I i I T _ - lt,� 2. FLOOD ZONE INFORMATION TAKEN FROM: I I - I '' , I I I : -_ I, i 1. 11 , I — , , I I / I � ,-------- -,-___- - I � I I -_ � I , . 11 - � � ' ' _ _.�\ I I ) " FLOOD INSURANCE RATE MAP No. 36103CO481 G " I"I', I 1 . I I.�.�",.,.,'', I"'..".1 .I I I I I I I � � ,,�! z i - . . ,� ' ' I I __ . , � 1-11 �_ I I � � _P I _-11, ," ".", - .'I'.*.'.'. - -- I- - I I. . . I"..'.,.'','�I � 1 I` i K 11 ,,, I,�L-1 j I i 1'\ ' '_ _, � -";,-- 1_�---_ --- -_ I � I � I I 11 I , il \\ ;I I ,'�4 _4-- � I � T - 1 � ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE . i �. ------- , I A _IIzm__ �, , .111 .11- -. .. . . .11 . 1' .. t . - 1( --- I I � P: i m - -1 .. .. . . \1 _1 , ) ----" I ...� ----- _, -j ,/ I I , I ,-- ! I I - ,M.- I',"' "I"'., "'."','�'1'1'.'1'-'_'.'_*1'.'I','�. . .. .. . I i ; t I - . I � I I i , f\�, j - - - \ I- +,� m 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1:,- I , I. . . . .. .. _, '' , �, ,� ,, ,- 11 - 11 - 1 -11 : - - " ' ! I,1 i .- I_ - I �!, �� 11 � 0 -- i � I ,� �. .. . . .. .. .. .. .. .. .. . . .. . , , �. . . .. .. . .I z I I:,-, I I I - ,� � % I 4 Tl , -YEAR FLOOD. I ! \� 111111. �I . I-, - 1 � ,,, I I i rl� U \ . . '' , i �--,_,;� ,,,,, , r- I I-) " 100 . '' , _ _ _ _ _ _ _ I I . I , I 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM I I � I ' 'I . , .. .. ' ' � I I I I . . .I.. iL=:=ji � - , _i , - -14 0 �� 1, I I .. .. .. .. . . .. .. :� - --- � - I m _/ I I,�, �___ _-M.. �____ --- - ------_ --- �,,I -,,� � ,,, q � 50.0, 1 " � 1. I - I I I AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. , I! . , I 1 . 1. . . .. . ; I .1 , I I , ___�_7.1 .��__ .I- . .. -1.4:1 'jill ,I I I 1 7'� 4 - �11' , , 1, ZONE X: . __ , . . . .. .. _ . .. . , /� --.,/, - , I,-,-I �--, __ � " 04 0 1,".,.,".,. .",�','. t 0 m 11- I? I 11 _ �," _m... _t , �1, I I I I ! m . , I 1 t --I I �!, I 1.111 - 1-1 - 1- 11 . .. .' 'I 1 - 1 . 'I',"I i I � 1� :i: 1 i "I � V-,4 _ ") " -, � I.. -14- __ ; � i �I I: I �1 / :; Fii f � II i�� - 7--- 1 -_ 7 1't_1_____ 1, , � I 1-1 I --- I I �� - , 1, 4 I 1 : Z_--_ &I, / I I I 1, 0 I --M--j - --"--. I I "I ill � /�, - , , "' - ,� I I I � I - 1� I " - I 1q.: 1, - , , I / - : __ ,� _ ---/ - __ i -_ I I i I - L - - ____ I � f I � ----T,- -_ —--__ _-,--_-, .___"4 11 11 /I _ �� = /,�,__ ------- _____ I - , -_ I 0 SUBJECT 11 - . I , , ;; 4 � / - A- - - 'Ri` i _f f , , 7�_.-,-- -, ----- __mmm_�...... . . - 1,� " I f ____�,_-..___. , 3. SEPTIC SYSTEM STRUCTURES SHOWN: c�;I I , I I I I ,..mm.m-.=L,_ :::F� � m. I I I� - - , I , I_. - �11 I 1 1 � I I "s ,, — _ _ , I , - -I '1,("_ �7 T , T-- / I J / / I I (�, I :� - _ �" , PREMISES I I - . __ -, -,_m_- , I I I i / -1 \',,� " a 1 - -- I I I 4P , � I I:� I 11 I -_ __ I --__ __ -__ I i -/ , 1 �'/ � � I , - I I -, � L - - -_ ,III ill , 4 1� J _�� I 1, ]- __ . , I _', -.- -I,__ ,_�. I I jill I - - : , i / " 1, I I . - , 11 i I ]_� , �I _- - m.�J 2,:�,�'-, --_-m-----m----_ i , , , � ,I :f: , I ? , �: __ I i (, , : I, , .. .. - - : _.,I�, - I I , - I i�_�, ; - I , ;i I, - / 11 � \, L,'�,, ) � � A - 1 IMT I -_.- - / -'- % /I 0 (I I ,)i I-� ,, , ; -i_ , � �, �), ��� Ill i 11 / ! / I ; I I � - -1 411 %'., .:., --- ,,, I : . , __1 I ___ �.,1_ I'I I-I----- -/I--I - 1� -� _.m.__ � I � ____ I'll -�' ....�� -, , __ , , FUTURE EXPANSION POOL T, , I III '1�k-11 I',,-( - - - 1'% � , 11-_ , I I-) � ,-_ "I i "', !/ ,-- - I / \ � _1� , L I - � I! I i - ___�i :�_-1 � ..:::::::::::: I __ I / I Ill i , / / w - - \ �, / I / I \1 1,7 -_'I" " L I - , - � /, r- I - 11 1-.' �, - ) 1, ", � , C / , � I , , ' I ! ,, -11 111� __ - � , , A , � - I � � I i _ - , , __� ! 1# - I I � " - � 1� �m -, — ___! I �r� , .i �11 !� � � _ _zr I � 11 � I ii; . , 1 1� 1__ _-, ; -_ , — � I''1 I - ,_ - � � , . - , , .11 I w 1 , --� 11 - � 34�, - -m ---� ': , I / I , � f ) \ __ . ,__! I- _� — _1� I_ __�� 'l-I, I // i -I q - _. f:zl I 0) � I , I- I ,-__�* " I F f/��, , — � , � i__- - -1 .,.�, ) I . � - ., -m f7'-) I __ _,�_, I �1_ I_ ,li I 11 -I, i �I I i"_p---,---��7-------. ---- _--.� �1, �1 I! I I �% I/ ,� � -, i i I/ :/ 1%, 1; \ � I � I--' �, I / I T� � , I - - , , ,�I \ - , I I, / I/ I I/ �-- ---_____ I 1 " -1-1_ . ,_,m__ "-,.-. -, -- -_ .- -_ :, � �_-,_l. - I-_ 01�1 -�------ , , " i, " I " , \ I I I I I , ,\/" �� , C I' ,, - ! I � 1,1 � � �/ i ,, I ��, !�,� � i - L _ �, - I I � I- �,� ___-_ill__ L � - I (, ,I ,,,, 11� �1 i , , , - -- , I /' % '�� EXISTING LEACHING POOL - 11-11 "', I l , I" I ____ - �,_I\:7 i 1 , / _ � i, , / ." - jAMES �ilvm - '� I 11 I ---_ �_� �I�TI�I I , ,. -_ I k " , � ,",� I � �, / T�j / � ') \, :�,,,��,��>, " � - j I�". � I � "I _ __ I I _,L I I [ ",", ,') "" II �� 11 / ''. � "T) - ,�;, 1,, 1�., i�,, _ -_---- ,��,:i -�,1,�l,1� -I ��, \ rr � I -, �� ", � 1p, - I i _____ ,, �F - i � I �1 I, I, . � , u I ---� ,-_ -_ ____ __ --f�z , I , I � , -_-_ ----- --- - I ' I �Ilo- � I I I _�,-I,�_ , ` __ � -I- I ,� E `/ E—E = _____�__ . j-1 1:1 : �, I"I "I , --.fil-, I" __ / i ,I\ � � I ";I, ,�:.,:�:::-_ - �:__,.,---" _ ,V4 Iro I I ., , I -ml ,2, :,� �-, � ,�_ I 1� I � , 1'� I - ,�,, -'s --- - - - I � : 1 I I �1 ,/ -11"L-- I , , , . -/ - '� , I , �� -, _��-'L�-----�,�, I - I . S --- � �' IL ��':L�', �� , I I= � I -, ! �I . I... , , ��-, � I \ V, / I � j I - �----- I I \ ----_ �N� , I_L, , � �___'� ----I -1 I / 1_1-- 9 1 - - I ! 11 /, - --'A �� - -- I I'll 1��_- - / I I, , V � i -1-1 I ` - --- ��::::---- -- 1� , �� I / // -, I 1 4 \ I �� -------� 11 I / " , - - _ __ - - ___ _j : / ___zz_ _____ I I ! I ,, 1 / +�, I , _ LEGION AVENUE - m - :�� ,, - - -- � 'Ili 1, �i 11 __ I � - >. ( ' EXISTING SEPTIC TANK ____ �,� �- �� -- I __ I I_P (\�� 1�1'1 1/� 11, I, I— -_ I� "I" I" 1;�,,,� 1-_, /I/_1, '\ "// _��, -__l-_-_--1 -r-, . , __ I '�_ ,,�, -_ � 11 ill / , I, I \"/ 1\ __ I , �, I/ \ ! I , ,\1_ i� i -Ill I Il I/ \ / __ �!* , I � / I ________ � 1�1� I,-L, � � ------ , " ,_1- -�� k"i"I.:-'. I - 5 , , ,-.-. 1; I -_ __z "_ - -, �__- I I � ,� � -- � L- 1\� I ,I -1 - t, _.-,'i - I ,, - - II ,�, ,�, ,,�_ i ,__ I � j I I .- -- I I_r liII j 4�_ � :__::���� ____� _ _ ( I I ,_j-r - \ __ E�! - I j --- _ I� / , , - / __� . I _ I I �� �I ..._ I!,— I- , 1 " -1 ),- � ��, ,�I ,,, I I \ / \ I ______ --- � � 1_x_1 4 �i-,-`P�� I 'm I, m- I -- �, I ,� l A_- I ; , % - I,, I I � , --- �1�11 11 I .--- I I I " -,- _____ , ,, , I � ;/ , , . _��',�_ ') 11 -I-1� m-"I i - I 11 I i ,, � I I - - I I 1.) - t� � )�lilj� -T'P " , ( i , �-----I , I _____ - ,�� ,,, l ., l" (1 " I ,I EXISTING GREASE TRAP I :I� I : i 1 , I ,,,, .----- " , i i .--.------I-- __X,�, I L // 11'�, / \" I I I I -_ - � I 1, - ,�_�_ - �;; , ----; --I--- 1, I I _. --- \ �. " I � I-, , I/ I -_�� I ��,, 1 / �_ � i � _ I \ ; �, I -, - I - - -, ,LiFl � I 11 -�_ " I, l I " ,--�i, -1 1; /, - I � � _ - _� - . / f i � :�;; i � - ___ � - - -_ - .m .� , I -,--- ;,"AI _ _� / ,�� -, � __1 I I I!��:7� _0___ - � I� - , � ____- ,, , ,I, I, ) f; ,I-- , �I-,-._-�-_�-- I . �I i 1�� I �I I I- I- \% I , f L11 I- - , . -_ ---' I - , _ , I� I / I I i - , _ I I t r -F /' :_.i-` - - I I � � ) - ---L __ 4 �, : -j - - 1// \ \1 / KEY MAP " - I 11 11 -i ,-, , ,,, , , ,:,_,:Ii� �� �I i � � I �,� ". ii��I'r - I� F . -.I __-_ .11111 �':-��� : � �� , -1:�� I I i ____� -,-- i , , I \ � : 40I 1 1 1� I --I - - i �I - / 1 I --1 . - I � 7 ;-4-!....I_ �` " , I - _ _____ -� , % �. ," I - ill" \ Loj:�IF � I I I I i ) ,4_ - , I 1 - - , t,_�� ,F I I ", 1,I ,-, -,",�,__-_--�7 1 - I I , , ., I ,I 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD D! ) I , '�'L" � i ,_�:_ � 1, -� I .- ____�_�, --- I - . � I . � / - � ,�fl(� m(c \ � �� - I � ", . L , , , , �,_ ___1 - I! / , I I ___ - ,-- __ _m �_._.__ _. .-I �� \I I I� � I I 1, �_ ''I ___- --� -, � � I I—- . / _� 1 . , \ - i ,I , 1 4-:-,� ' , , _ ", I -1 .---A---- I / / I 93 - , � , _ � OVEl ,, 1-1 �, � I I , _ - -_ -_ �iL _-I/ -_ll �_! ml._�, , - - —_ — — - I [ I ,-, -7-1( I ",1 --_ _. - �_ ---" ---- _____ �L , I I ,, i � ---I --- ---- ---� ,, - - 1 =600' OBSERVATIONS AND/OiR DATA OBTAINED FROM OTHERS. A -j , I-- ___ \ _-- i � ___1 ,,__ ___ __ , , , �j '� '/ _;_ I I� _ ' I I ____t - m I� lil�__-- I -, .1 I� , ______ ," __� I __ I i� / � I� _1 ,/ �\��, IV___,�,'-I 11-1 I Im-I " �� r f I�I-E I I __ ,, C, I I 5. BUILDING COVERAGE = 9,289 sq. ft. OR 110% OF LOT AREA I 't,1, 4' �.;: :_ --- I I ___�, TIC SYSTEM #20- , I';1 1"` -,--- vl� "I J- ______-,____�I---- __ ______ -.- I I,��_ , lk , " "I � � I. .,,f� -1, I I I I, SEP -1, � __ �� --------�. __ � ___ �� / , I ,�� ,[ 91 I' r I ,I � ____ / �� , 1 � I m �li�, , � - -,- __ �� �I , - - _ -_ -_ - __-:�-�,, i- , - � C� - D \4 I -1 0C, : 'i 1)� -ml III -, "'l ---�----- I . I -1 -_ / _ ,fi , " ' ' I ) k _. I / I, , ,,---.- �i � � .1- 1\�I, " - 111'�;, ___lr , - -1 " 1 / --- � - , (EXCLUDING ROOF OVERHANGS) __ I . - —, _ V, , , " --------- � ., -_ ,/ /�, ------ , 'Ll ,' " , � _l -1,-, 1 I`_ :;0 -- ', ,, - I __-I---- I I, � " ,-,"-,' " - � � -_ _ ____ � ,- �` ,-,','L I " % ,j 'j _7 ,I I I .,l', �, �------- � _____ _-, �__-- , . , ; � -_ � �l� � I _5 I I- , I � � -1 — - 1, , ,\ /, I" ____-_ 1 4 � � i Ll�, I"', / I-I � 1" \ _____ - -____ I ___1------ , l ____ . i I ll� i -11 '- I I .___ ------ - � , �l " _+,lf, 'I.-I - I% . I �.� ,I ��, " 2I l� , 6. !MPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA "; �__��i�1,__,-- I -,--__ �I I i,,�,,�� - - ____L ------ .) 1/1"lo/ , , 1�� �,�, i , i I, I I- � __ , ii,_', , I � I -1-------I I,� . , � , ,I I I ___ _. I I 11 I I , ��I e* - 1i / --_- , I ,� I ,l� I� 1.,, i �f) -��7I - .--_ ,_____- _.,____ -� "11 ' �� - � �_L,�'.,� � I I-___ \ I I l /--,� /. ,I��-"-,, - - �, 11 :, -... I - , I ,:lf'; _77_____ _�__ � / (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) ____' ---, 1, ���i ------------------------I , , ///.- --------- ,- , � / � I ,� �Tl _ - I , , k 1� I I-- I . , � -I il �\,� , --__ lL . ,/ � I _,:,----- � I 1, I .:1..l .- � . - - -�' 7. LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA I - ...... � _______`I,I ,------- I I "_� , . , � ____ ��i I , / ll� I m� I , -0 , I 1,l 11,I I ------ I V_ ____ I 1� " �" �, --- I � / I I "' %liL � I —_ _� ., , _ "I it:147"LT11 0 VIPES 11 - 11 � I � a ------- __ i � (J-, __ QEIR I -, , _ - _ - -_ _, �i � " I � -_ I -1_0 ,-1 I ,I---- -� � I_� __7 I I I ------- /�i%, ------- ------ , � ,,�, ", ; m", I �� -, I I, ,-, \ I �'. I�, , _�', --- I,11 I __ ��I�I -_ I �� "�_ �`�, /,��,"L I � __ �I "j __� (INCLUDING BUFFER AREA) % _71 - �, I I I,% ' '------ _ ---__ ,� -_-, / � '_� � 0 r, � , �-1 , I ' I ----I,,--- �, z1I I I - " I III , I � % 11 I I_1 I ��lll _!� ii, "L'� I I I "I / �_ I --:, H.S.REF. -7 - ,��",! , , ____S______�" I 1�I , , I , ------- - - I - � � I :o I - I � I I , '�� I I I .t I - I - 000s I I � I � _ - �-, - 8. NO EXISTING SU _ ___I- � 11 � I I L / I � I �p lo \ RFACE WATERS / WETLANDS WITHIN 100'. 11 ___ I .� I � , 'Iii � Ii I I , N - CIO ,� I��; � _ � / �,� "�', __-- 1-1-_- �, / -:- I I--'- I - _._._� I , �i _---------- ,I -- --- I 1� -11 I ; I I i I � I � I ,_ �, "I"Li, - ,_ I - . � - - __ - I L - I 1�I I I ,I--__, , ) -_ , --I ---------- � �I _ - , , -_-I li ---------:I__ / � � � - \ I,-., 9. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE -------- i I -------- , I " � �, 1\ I_,!L- - 'It , I __ I " 1, -----,- I ;, - , , ,; I ,� % I /k - --- " , - � ------- �, - - '. -,, 11 ! I�', "I i � -- ,_,_1 .,` ,_ - � -,' � , . L, I I _-, .1i . � I c� 7,-:,- ,/ � �� , - i , , -1 � Il - BASED ON THE INFORA%TIO�'4 "I I lil"! ;,'--,I, I ,, I i , - -- I - 'L V� I 11 ; I r _ " , , ,:-- . �', I lI r�I il ,I �� � -��---lf--% - EXISTING SANITARY SYSTEM. G", -, ;,,�, ,�, _,", I I*' � � *-�' f - - ; - I� , SUBMITTED,IT HP,�q BEEN D_7E.R?.!!NElD THAT TH'S PROJECT 1. - - ,�I __ �� , -I. , /! I� ,;!�q ,�i -_ '_I I �� _J1- 1, / ,, __ ----_ I 7o�"' I __ k _ I m I � l I I �_, � ", 11 , -" , .... � I / ,* I I -- I -, I . , - I 4��I: ,�":� 'I --- II, , 002$N0TRE0U;REi1 DITIONAL!R� EIRI DISPOSAL OR WATER SUPPLY FACIUTIES. I ___\___ IlIiI I ,i- -.--.,-- � " ----------� 10. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE EXISTING 'l '' I,I� ':i , _ \ ------ I . �, I " -- 1 � %D , i :�__ --- / � 0, �I) I I -_ . I ,--- --- , � ,, / I , ------- , --A -, � - I T, I - .1 I `-.." , _�i � -__-,-- I � _ � k . I - / ". I k ---, � , _ (I�I I :I - , I I�'. � III-I - �� ___- I, � It --------- I_,-1 I, I� ----�--4I , -, � : I i I �-I�I_-,--- �I -- 1,.--. 1�1 I �, -i-, I 1, � . - .---,-,-- - /I� � / -, SANITARY SYSTEM. i � I� . � __ . , I . _______ / - ,�, � - I -1,_ III ; ,,, -I -- __10 ; I I . I -\I I _- -1._ ' ' ___ �, _1� ------- , , - � I - , r, � _I L-1, I - I ��, - -- _ _� - I . �i '� --- � , I T� -,,-I i - I � I�I, 1, --- , I i I I m I � I� , , �I , __ �,,I i I �, , " , � , -. - �� , , -,--_� ��, . ,-/, 1 �k ----�_ � I � , - I I ; , .I I �%- , I --L, . I ,� / �� - I � � /I - -- I I "I , I ,i N �_ � -- - j,�_ �1� IL _--------- "I . �� " / t _�� I - � 1 _--4----- 1 L� .----.--T_ " . - U FINAL APPROVAL IS HEnEBY ISSUED�614 cd &(fic'e_ + c4,-y r-e.-1 � I ,�, , __ � 1. I - I - I / I I - � \,I-0 I- I ___ � i - I -�- i " - I I'— -j "'T", I i 11 ------�--- I ) __--- , I I ---,--_____ � i . � v, __� . -k I -,I, Z:L , �, I� -, - __ I,,� I _ir; I - , � jl� ; - �� / �--- � I I - m � �� -_- �, , , I -- - _--A,- , - ; I �_.i_A I / � - � I - I I _ I I i - _ I I I " . I L -i. -, ' 9 - � � - 1, -4�� 11 , ) 1. �------- I I - ....... I I __� !i "I I � "I 11- - I 1� i I I I, 2 � '\�� �:) / .. � il - ----_ ��� �Il ------ III " �,�1,�-_- ,/ I,�� /' I � I" . ll -", , ,� I � �- I , ------ �i- , --_-�- � I , / -1. I / -::7-,�--I' � �, ! � ---_�. . i, I , - - -, __ 11 -_ � � -- -_ � t , - -_� " - I ;� - I - I -,-I - ,,� . , I � � ,, �ID REFER TO THE ENCLOSED PERIVIT INSTRUCTIONS Fim,REoUIRE&O.TNTS FOR FINAL __- , - . .I -:�, I , Ili I __ �; --L,--- � - - _ _� -, , , — il ---- �, , � �I -_ I � ___�-_ I N % '. I � ` __-, -I ... I I , ��: ------------ ___ ..� " , � , 1^1 _� --- -1., --- I ; l...I__- - /I i� 11 , ,_ - - , I I ", - i � I� ��i ---- 1, __� � "i : , / I i ------- \1 , - APPROVAL. THIS APPROVAL EXPIM THREE(3)YEARS FROm I 4 ".�__ ,-, , N -L, I I _ - I I � "I" ,_ � I_ , I .I "I I m - I � I I -E D I r li I I I -�, I� , I 11 I ____ \ � i 'APPROVAL DATE WE I E '-fi I -1 I -- I - -------- _11, I, - , t,,�-,:" � I----:I-�--- ----- - I � jq - il �. __ - -_ - - -� ,�.j_0 --, I z I� - , I i -11 .I ill,� ------- ------ ,�-1__ --,--.--- A/ _ , 1'1� -l, 1: 7� -,---UNLESS EXTENDED OR RENEWED. Tll� . 1 I : , I�I, 1 4, � / , I, 1 1 -------- -- _ " I " , /I + , -_- -_ �1 �� 1, .-) LEGEND: __ 11�, _,_ �Il 11 I \1, �% I, __,:�------ - ,I- ____ .,___ . 1 , _��,� I i; __ - - --- I I I i-I - 1. .- LI I -.-- I I ,--__� .�. __-A, __ b, -_ - 11 - % I !; I �; I --_ .I - I II,` " -___ -, ��� �I, ,, �1, � _� ,/ " __ __ __ I - I I 1, _____ � , -1 , �_ I - - �, I I -i- _____ l ,,"I :1 � � .,�, � - - , ,i ." ,�; i- (PROPOSED ELEVATION) 1-1 I ��_ __ , _ ___ ,','7 ,',' 'L'7-3 1 -1-7 ---- � 11 5. __ --.-.----------- " - �� - 11 - - � , ,,'I' ---- I .,,�" 4 - ,�� - -- I �,�- -I I� � I - ------ -__ li- : I I ,_ -i \, . i _ I I, ,- _, _�-1 , ,�, "I �; _ ---- -- -- I , -------- ------ " �, __---�� � I -_ -�� &44,�e_ r-v7"."/",.:,/ 1�'' " 4" *,, ,-- T.C. - TOP OF CURB , �:, I 1, �%_Ci�. I� I , - � f � - � 1 _*� 1 '117 -- 6__ - I� 1, I - (_ - I - 11-jI il� i I , �I - - I . --- ----- ___ , Im I I _m I�" `::� DATE :7"�- r - - I, I ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) (4 i� I I I � - � I ,I�I� _____ I ,� I� - I - �- Ic- -1 � ! ;,I I - - , -- ------------- ,-.------ -_ I L �I , I , , I -_ i IJ ��_ I ------� ��`� I!I'l IN F_I I � I , - _ --- � I I - - I . I�n I ____ ' ? - ��, I � ,il%� � " I 0 rill"; ;,I.,SIFIRI""ll , !, m ".-Ill� .- - '- , - . � 11 _1_+ _ _ � 'Ll _____ � _ -�,� L - 4 , 1 - . � � ; -L I - c" . - . I - --------I— _-4- ------ -- ,----_ _____ , I - / --��: -_ _�� �_ , 1, � ___ � ,�, , c - OFFICE OF WASTEWATER M " �, T.A. - TOP OF ASPHALT ,f I'! I", I- - __I:� -_i,_l_._,j I � . "� �. , . 11 I I ''I , I � --------___- 1 _ _,I:1_�,\I,:, � .1 C' --- . - � l��� I - , 11 150 1 -,,, ��` I Lz.,J� - I i� ; �, ,� 1, _.--::::, I 11 I, I I I� I __... I", . I --, I - I ,�_ 0 � ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING �\,, - \11,-1,1�",I___1 ------- , I - , _ _� I I , I � : _____/ �"I I . I ! m � 1�� �� I I7- -, 1, 'I ii� . � - _ , -III.__d....__�- I 11 , L - __��::_: ,� I oil, ) ___ � il , � " "';1 i 1)�; . -, �, I I rf 1. __. ,.L (il � , � , -,- � , ._:�::--- � " 1! � - -_ � - . i___ .I-I I-� �I��I ��, ___7_1_ - ___.: ,��I . k I �i�L �/ � A __91 )�IDII _ , - ,�� ��I �� ,_:: _. '7�:_ �, I / I I I��I� �,I- 1, 1� I __ Ii. ___-1 I 1%, -:- "m , ,% " li, ,.---- _ � I -- I ]� T.G. - TOP OF DRAINAGE INLET(EXISTING ELEVATION) TEST HOLE DATA � \��,' ,,l� _ ---�_ I,� ,::� I� ! - - 'I , �� I I-m 11-1 I �� _ _- I-- u� -,-.-.----,- ,I �/ ,� �% Ill I I I� � ,1� I - - � m ,��, �I "- I ,., ---- � 1, I I - � -__ ELEVATION 11.5' - _. - I, , - , .- :� - � ; ;0 I _ �'104 I -----__- \ I- (TEST HOLE DUG BY McDONALD GEOSCIENCE I 1 ,��� ,-I, , I" ��__-I.__.- -- -I-�_ i I-,L'-) 1� ll/_1_��_ �__- 1. m.mm .m _ . ____�� ��� li 4�, m_ wl�4 i I -______ � __ -0 - - -__,4- -, I_, 4� _ % ----I.---- I I I �_ T.W. - TOP OF RETAINING WALL (EXISTING ELEVATION) ON JUNE 8, 2007) � I � ,I I , - � IL � ". --- � I I I'l, �I " I ,��� -, , I-I I ELEVATION 12.5' TYP. EL 12.5' 0. �I �� 1 I-I�� ���;. I._% ,:� C-i i 1'__� 1`_"_ir1_�L,._ ,r,;, . _.__1 I I �!III I_ + '__1 I __ �,I I, . � !�:_..___._. LI - _ I - . .... 1, ��� ` , '1� �I� f �; 1( , ", - , M-..-�'�, �� 1.��. 115 -_ I DATE BY DESCRIPTION APPROV. BY I � ,� ;I -_ i - 2 j I !'� ,�, I I -_ I I . 41. 1 � I � .4— - 4 � 7: ,,�, I � , i.., I� � i I . I �,, , �_.- - m I , I , -I i I� �� -, i � . . I �" �", -" (-, ,.-- - ,, !I �, _ i I �. I, ._ ',� � � , � - ' I , -- - , c :I ) I I �_ � -,��-� I I I I I \11, I - - I I I - \I � . NITS 4. ., , I ,'L ,,,, / " ,� , , � � , � If i . - " � -D SW AND LOAM I .1 "1, ( ": :'' I ,, , ,�L ! 1� .- "l-m-m_, ,I,- 1. � I I-- I A MD(r I �� I , I . I REVISIONS � r� m i .-_ --- ! ,_t� %, I " 1, 1 I '11 , I I�')� � , . I . f _'P �_ � --- - . .. "I, \� Q )771_� �7-mL- -' 4 , . --; � .., � �, I, \ � I - -1 i PROVIDED PARKING STALLS .4 .q. . . Li) �," ,I� %, . -- -� ii�,�i,, " __ � - - _ __� r__-�- :J--�_] --- - - " -mm.m "I 'k, % � � �, ! � I I M.._..�:� ::- I -,-, , -- --- � " I % � I _�i ,�., - --_mm.- :,--.., ";,;, � :��: ,I .31 _� �,�� ,� I"_I-_- I I I I I` "I � f ,:I \ � � � I ,r, , � - - . IF - -1 u� "��_ ll� __ I I 1, I /;� \I _ __ ____ TOWN OF SOUTHOLD - z I, ; i i l , � -_ �, " lij� I _o_j ,� I �% r .-Ill - __ I _...__1 1, I I __ ___ __ I� _ �_ -1 %--I i - . I, ,'I' I I .-- \ - . BROWN SILTY SAND SM 1� _1 - - .. . I �, ,�-i""! , !�,� --- I � �....___ - 10, ------ " ;I _1 I � -�� �-:�=�_ : '' I _ - 4 1 ------- .1) , �, .1 BANKED PARKING STALLS .., �P' I -:�,� I I, "'IF�"T I .1, __ ,I --___ . I , I SUFFOLK COUNTY, NY ,-,, '4�, ll`_� � �1 I � �, - _:�� ����____- i ' "/ __ -----.- ,; , 11, .1 � - tz -1 - _%,____,__.__ ! I - _____ � I I T - "- 4"A� c) ,.--- -I.. "-, __�- I �T�6, �', im,� -1__ 11 -.--,-__ �. 1�"' I I ll� , 5, , '' I , - �e--:�,� - _ - I I - I", . 1), I _ I I " "., .." - I"r,m , , --- ; �'-- �� - - , �� ! ' , - "", ---- � -____ � .. .. � I , - 2.I; , - - i., , - - , __ ,1 ____.- - ---- I - 11 � . I- . ... -,�. I I I , -, - . .I�, �._____ , . � .. �`�� .:", / ,� . i --i I J . . . - _L�,___,::� -1 � - �'A 11700 MAIN ROAD, - -I - TRAFFIC DIRECTION FLOW ARROWS .'.... . ..� . cl, 0 _.�_,,�;� i P _- m'. .--�--__-_-__-____- I ` -___ EXISTING WELL . � ...... .' - �, I-I.- ". ,..�,.*. ... . 11 i 7 . " -I-,)F,L, �-", �,c I- I 2 1" ��,�� _,-I--", I : — - ��), _c , I-. ____- - -------- ,,I , A T ,, H U D SO N C ITY BA N K � �' z I III r-,; ! ! f I'- - :.. ....:'.... I I— I -, - i' -�� 1 . _; - __ el , � ! I -19 - _ -_ I , I ,I. ::..,'. PALE BROWN FINE SAND SP ; [ !�,Tl�' 7, ,L, -,,I,,, M.- _ I r I ; i � -- , 'I . � '�-." 'a_-, __ 7" , . " , , ' ...:. � 1 : -: , ,_ I - I _11�___1, _. _.- - ,.-.1. ,: , � 1-11 1, , 1,;:1:._r 1 L - -- �I -1 -__ , I _11�;; ' RI!T FF� - ,.-..m------- _�� -- -:1 , � .. .. . I i _511 �-; - , ,---,---- - !� -1 ! :_:I ___ I - I I � .. I - �, 1 ;!!F I:,- ,; I -, I - '. .- / -.-- � , m_ l, __�,� y ,7 : - - � , � f -� - ...',�,".`. I ,�- ,-, I � _ ,--- - I/ � , . , . ,.' !! 4S,�D'0 �_;,_)I I F � _ I i i 1� �, I .u_1 " ,�I � 11 i I EL. - - I '. I , , I (�- -"' , ,j I I I ) 1. , , - 3.4' --'...!l , 615,.()�J' , I_ I , _� I , , I � ...,� ___ `_ I I - - I- . ��) , m, __ � � �I ; I , I "j ,I" - - ,, �� I _._ :i 'A 1 4 1 I � " I , 1. ! 1- - P ,�_A � ,'12, O�K,_:l ml-; ,� I I -1 " __. I ,_1 - . I I ��Ew Yo PROPOSED SANITARY PLAN ___'1 �____ i I - 1. , 1 1 . - . l_____ EL 2.3' - 10.2'HIGHEST EXPECTED GROUNDWATER - I 14r -,,4- (," " ,-� ll�,�-281 I 11, , _- j - , - ____ - I - � i i 1, _ -_ ,- �,- 6181 Ii-1, ,-..I I % "�_!�_11 I _ ; I " I " "I ,I ----------_.__._.....__� � ____ _m---__ * - �� 1. _ - I I -,-. I-, I- - WATER IN PALE BROWN FINE SAND SP " ,-1 ) , - A- I , - - : _ I I -__-m_..m_ C, _, t�,I �_-, ,I ( �_' A-_ 72.18' Q 4�,-, I �c 11 r-I I--c ,I c,), "V�,� ,,c� `_ � - � )0 - �___111�1_ I — `IIIIIIIIIIIIIIIIIIIIIIIIIIll .L_I -1 4- , ,V, I , �)`Ilxl__ _-, - Ir", I I ,�-,,-ii,m, "; , P)j I __ -, - . 1 � , , I `l` - 0 m - -.,---,---_____- : J,I I I ,4- r- _(% l I!, 7---------lIllIll- - I) 1 �. I __ ,_ -_-_ 00" W 0:� L. K. McLEAN ASSOCIATES, P.C. I , _\ N------,- ,. � .ft" r, ."". ldc",1" .-IIIIIIIIIllIlIlIIIIIII, I I 75-oc)' 1, LLJ I - I __--- -_......- , \ �` 4_�l-�, -t -----.--__ -_��� �___ -___.-_._ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 1 ____ 1'rE 'IF :I'?T �1--,I . '. , -1�I ,_" I - ____ - W , - — __I' r ____- I,'I I'll"i- ��, -, I , , ,j "%� ----- "_,I_i IL r I .-, I _�_- I - ---____ ,I \ I �, [.�,,,'.7_��__,* " ,,, ------__: ,I:,,''I_i I L �, _'� I I,��: \ _�11_-I ; "I, " �1� -1 - �I _r': - ___4 �, - __ \ , _ I'll,,,, -1 I I � 4_ - I I I , " ," - " I , , , I — j I , -1 -`- 1.111, I ,I , - ,��, - --,-`- -"-��r ,/- t'-,-.,,-,!,-- , ��_,—_, I � - - Y__11 I i � I I' I I I - - - , I I I I` I I - I I ,� /,"", �� - / 1 / 11, f_� I I I 0"I - I - I I 11 11-L Il - I I I � I I 01I`A I - �- I- - I -7 I —- I I I , ., , I , I , , ,`12/1�\i \ �� , I i IT...7__ i I I / 41 :� / f -r_ I � I - M, \� 1,_ -,- -- _1 I -- I 1. Designed By: Sheet No. I --- �..'_� I I- -- - �� 1)1. 56 ;-I i7l - I . - - - ' ll 1 6' , ,, ^1 9B5 MF/CFD Scale: 1 "=20' ,�) I- -------,-- r -).-- - - - ,I --- e4 - __ ,1� f"[DI", T,'[i,'1j,1' ,,�j"; Ill-I 11 �_.�___.. A�____________, 10 � - , _-------- , U11 zl 1, I -_ . __ -1, - � I I I ----------- (A�I,1c11v/,,! M41- , /j,'v, - , IVIF Date: APRIL 2017 �_, ---- " � ii Drawn By: I- I____ �I - JO I - P(�41)1) '61 PROF- !-) _.,_ __1__._l -_-_ \ . S1 <J [_-) I I IIIIIIIIIIIIIIIII"IIIIIIIIIIIIII, --lild.lIli ------------- -- I 1 Approved By: RGD I File No. 1 6029.004 1 1 RIM ELEV. RIM ELEV. =12.90 =12.90 2 -6 MAX. H2'-0" (MAX.) F.rL. EL= ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME 8" �e 20"MIN. ; �::. .: e 20"MIN. COVER (INSECT PROOF) FINISHED GRADE COVER (INSECT PROOF FINISHED GRADE & CODER INSECT PRCI�E� a e 6„ SDR35 PVC DROP TEE • #5 BARS ® 6" O.C. 12"MIN. • EL. . • 6" E/W OR EX. WWM ��., 8" min. TRAFFIC BEARING COVER ,(fes " ' . -- -- -- -- - - - MIN. 6 SDR 35 PVC PIPE �- (#"1TQ:�` X PITCHED MIN. 1/8" PER 1' CA'.T IRON PIPE 1/4� ft. TO SEPTIC TANK (INV. ELEV. 4 PVCMIN. 4 SDR 35 PVC PIPE 4'-0" RISER PITCHED MIN. 1/4" PER 1' ��� Z�'B"/ft.��r�In FROM HOUSE TRAP (INV. 10.45) X ELEV. 10.95) x INV. L. r 1 ; 6'-0" 4" 5' LIQUID DEPTH 4" INV, EL. ' x 1" BUTYL RUBBER 6x12, 6&8 1�3`-Ci,. 8`--0 JOINT SEALANT 2'-0„ X Xe OUTLET DROP TEE co MONO- TO WITHIN 12" OF ` 4 BSE I BOTTOM 0 X x 4" 7'-4" 4„ BOTTOM OF GREASE 7 iF TRAP ELEV. = 4.95 "" 1A. .3 -ice '-0" DIA. # B/W - 4 REBAR C�6" O.C. OR NOTE: NOTES: EQUIV. WWM EXISTING SANITARY SYSTEM APPROVAL C10-08-0005 1. [� GALLON CONCRETE0 PSI Cc? 28 DAYS ! ' ` « M 3. WEBDEDTWIREE FABRIC ASTM AASTM A-615 R185 ADE 60 ,. „ 4. DESIGNED FOR AASHTO H-20 SEPTIC 5. ALL COMPONENTS TO BE COUNTY HEALTH DEPT. APPROVED. EXISTING 8 ' 0 1 , 500 GAL. GREASE TRAP CLEAN SAND AND GRAVEL BOTTOM EL. �E: 0 .�' DETAIL of E 3' M N.T.S. EXISTING SANITARY PROFILE GROUNOEl.��� � . 3.4tCNI (SYSTEM 2A) Hl ' T EXPECTED_GROUND _WATER_EL. 2.3 " N.T.S. - - --(3) LEACHING PO0L (PREVIOUSLY APPROVED CALCULATIONS (UPDATED CALCULATIONS ALLOWABLE SITE SANITARY FLOW ALLOWABLE SITE SANITARY FLOW (POPULATION DENSITY EQUIVALENT) (POPULATION DENSITY EQUIVALENT) GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) USE 600 GPU/ACRE X 1 .93 ACRES = 1,158 GPD USE 600 GPD/ACRE X 1.93 ACRES = 1,158 GPD SEWAGE DISPOSAL SYSTEM (OUTFALL 1) - 1 STORY BANK SEWAGE DISPOSAL SYSTEM (OUTFALL 1) - 1 STORY BANK 0I DESIGN SEWAGE FLOW RATE (SANITARY) - 0.06 GPD/SF (NON-MEDICAL OFFICE) DESIGN SEWAGE FLOW RATE (SANITARY) - 0.06 GPD/SF (NON-MEDICAL OFFICE) 0.06 GPD SF X 3 244 SF = 194.64 GPD 0.06 GPD/SF X 3,244 SF = 194.64 GPD -+-1 a� TOTAL: 194.64 GPD TOTAL: 194.64 GPD SEWAGE DISPOSAL SYSTEM (OUTFALL 2A AND 2B) - 2 STORY MIXED USE SEWAGE DISPOSAL SYSTEM (OUTFALL 2A AND 21B) - 2 STORY MIXED USE DESIGN SEWAGE FLOW RATES DESIGN SEWAGE FLOW RATES 0.03 GPD/SF (RETAIL - DRY STORE) 0.03 GPD/SF (RETAIL - DRY STORE) LL_ 0.03 GPD/SF (FOOD SERVICE - WET STORE/ TAKE-OUT DENSITY LOAD) 0.10 GPD/SF (MEDICAL - MEDICAL OFFICE SPACE) 0.12 GPD/SF (FOOD SERVICE - WET STORE/ TAKE-OUT KITCHEN/GRAY LOAD) 0.1D GPD/SF (MEDICAL - MEDICAL OFFICE SPACE) OUTFALL 2A - 1ST FLOOR OUTFALL FALL 2A - 1ST FLOOR T 0.03 GPD/SF X 2,375 SF = 71.25 GPD (DENSITY LOAD) � 0.10 GPD/SFX 2,375 SF = 237.5 GPD (DENSITY LOAD) d I 0.03 GPD/SF X 1, 200 SF = 36 GPD (DENSITY LOAD) 0.12 GPD/SF X 1,200 SF = 144 GPD (KITCHEN/ GRAY LOAD) SEPTIC TANK 0.03 GPD/SF X 3,550 SF = 106.5 GPD (DENSITY LOAD) REQUIRED: 308.75 GPD X 2 DAY FLOW = 617.50 GALLON N O SEPTIC TANK PROVIDED: (1) 8'45 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK QD ---- REQUIRED: 286.5 GPD X 2 DAY FLOW = 573 GALLON LEACHING POOLS PROVIDED: (1) 8'0 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK REQUIRED: 308.75 GPD / 1.5 GPD/SF = 205.83 SF OF SIDEWALL LEACHING POOLS 205.83 SF / 31.4 SF/VF = 6.56 V.F. - PROVIDED: (3) 10'0 LEACHING POOLS @ S-8" EFF. DEPTH = 12 V.F. r REQUIRED: 286.5 GPD / 1.5 GPD/SF = 191 SF OF SIDEWALL 191 SF / 31.4 SF/V. = 6.1 V.F. GREASE TRAP PROVIDED: (3) 10'0 LEACHING POOLS @ 3'-8" EFF. DEPTH = 12 V.F. (NO LONGER USED) !r 'fAL,0 I? -+ r"{ _.i Nfi•C EA�t�i�E4VICES _1 GREASE TRAP y_-- __� c- OUTFALL 2B - 2ND FLOOR J REQUIRED: 144 GPD X 1 DAY FLOW = 144 GALLONS H.S.REF.N0. C--(D- I- - � �� 7 /n PROPOSED: (1) 8'0 AND 5' LIQUID DEPTH, 1 ,500 GALLON GREASE TRAP 0.10 GPD/SFX 4,750 SF = 475 GPD OUTFALL 2B - 2ND FLOOR SEPTIC TANK SAM ON THE INFOR.',U4TIQNSUrV.TTtD,ITHAS BEEN DETERMINED THAT THIS PROJECT i� DOES NOT REQUIRE ADDITIONAL SMAU DISPOSAL OR WATER SUPPLY FACILITIES. 0.10 GPD/SF X 4,750 SF = 475 GPD REQUIRED: 475 GPD X 2 DAY FLOW = 950 GALLON PROVIDED: (1) 8'0 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK +�� ' , FINALA;PFROVAL IS HEREBY ISSI!`D.CeeC� cc.t' o'�ic e t C�ry 'J DATE BY DESCRIPTION APPROV. BY SEPTIC TANK LEACHING POOLS ❑ REFER TO THE ENCLOSED PERMIT INSTRUCTIONS FOR RcEQUIREMENTSFOR FINAL REVISIONS REQUIRED: 475 PROVIDED: ( ) 8'0 RAND 24'DL QUID DEPTH,FLOW = 501,200LOGALLON CIRCULAR TANK REQUIRED: 475 GPD / 1.5 GPD/SF = 316.66 SF OF SIDEWALL APPROVAL. THESAPPROVAL EXP{a�ESTHREE(3)YEARS FRomTH'EAPPROVAL DATE 0 316.66 SF / 31.4 SF/VF = 10.1 V.F. UNLESS EXTENDED OR RENEWED. TOWN 0 F S O U T H O L D LEACHING POOLS PROVIDED: (3) 100 LEACHING POOLS @ 3 8 EFF. DEPTH = 12 V.F. SUFFOLK COUNTY NY CD 0REQUIRED: 475 GPD / 1.5 GPD/SF = 316.66 SF OF SIDEWALL TOTAL SITE DENSITY LOAD: 1 1700 MAIN ROAD, HUDSON CITY BANK �' 316.66 SF / 31.4 SF/VF = 10.1 V.F. - OUTFALL 1 - 194.64 GPD SATE OFFICE OF WASTEWATER MANAGEMENT $t° PLAZA - CHANGE OF U S E / PROVIDED: (3) 10'0 LEACHING POOLS @ 3'-8" EF-F. DEPTH EFF. V.F. -- OUTFALL 2A - 308.75 GPD OUTFALL 2B - 475 GPD _ 0 o TOTAL SITE DENSITY LOAD_ 978.39 < 1,158 GPD (AVAILABLE FLOW)=>(OK), �� t EIV SANITARY DETAILS I' OUTFALL 1 - 194.64 GPD 179.61 GPD REMAINING (SITE IS WITHIN DENSITY) r0'pij OUTFALL 2A - 142.5 GPD r OUTFALL 2B - 475 GPD * ce ,t Q� * L. K. cLEAA'I�1 ASSOCIATES, P.C. 812.14 c 1,158 GPC (AVAILABLE FLOW)=>(OK), ��� `J o= CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r �, N o 345.86 GPD REMAINING (SITE IS WITHIN DENSITY) Designed By: MF/CFD Scale: AS NOTED Sheet No. cd 4� 56985 pR4FE5S����Q�, Drawn By: MF Dote: APRIL 2017 C� 2 Q/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD FII® No. 16029:004 J SURVEY OF PROPERTY SITUATED AT SUBJECT ' 1VIATTITUCK .. PREMISES / TOWN OF SOUTHOLD -0 _e��" °�r ' SUFFOLK COUNTY, NEW YORK P L JAMES CREEK / S.C. TAX No . 1000- 122-03- 17 . 1 Gc^ E. LEGION AVENUE ro r SCALE 1 =30' / JULY 12, 2006 / DECEMBER 22, 2006 ADDED SITE PLAN .:., JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY JANUARY 27, 2010 I'OUNDATION LOCATION WEST BUILDING KEY MAP DECEMBER 17 2009 FOUNDATION LOCATION » ' / AUGUST 5, 2010 FINAL SURVEY SCALE 1 =600 ` / SEPTEMBER 14, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 09/08/10 APRIL 11, 2016 ADD GFA CALCULATIONS Ike AUGUST 23, 2016 UPDATE SURVEY SEPTEMBER-' ER20, 2016 REVISE FLOOR AREA NOTES SEPTIC SYSTEM TIE MEASUREMENTS TOTAL LOT AREA = 84,142 sq. ft. / (BUILDING No. 1) 1.931 ac. / BUILDING BUILDING CORNER QA CORNER[g] / SEPTIC TANK COVER , 18' 24' CERTIFIED TO: Cldke ` F SEPTIC TANK 14' 24' CUT COVER 2 CHICAGO TITLE INSURANCE COMPANY LEACHING POOL COVER 1 29' 29 ISLAND EAST SERVICING CORP. 0� S, S LEACHING POOL 43' 38' COVER 2 ♦ / \ �SyLEACHING POOL , �G� / �.•\ 40,, COVER 3 32' 35' NOTES: 1 . FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE Q�a4r /• ,�vry �. \ 9 l�,p'" DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN Qoo A'/V �'4, 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 4- 2. GROSS FLOOR AREA CALCULATIONS PROVIDED BY OWNER. �?' kyr / G• �P��' \\ ��;G.r�[�,�'� �Go fr �-�, �p /• � \ \ (XZ .��� m 3"et <'r �0 +Y I is F���° oGy Q 00, �' ��y�♦ � s,�r°� GJ oeA� P���� o�G� P °'r'o '' �..��. :.. ��ti � \' \ 011 ,pr °D° .' ♦ CURB CUTSIN ♦r (� Y �l�J0J ARB �4 0° o�o r ` 3�J o� GJ�o ooe oo�G. / .9. ���yc o \� sf� G/� A�°O e i s01 11 L'(iP 17,�,o/ �Q�`V•y P�� { �/'/ y+ � 2p Ae + 7 L ���ry OCG' Lc�,� SBS�,CF \ 40'• / F I \i �\4rr i/ G �9 F ?� °oyc cGy Ftir �� 1�/� ,�---7�1 6- S Gee \� 44 C . 01 o SOF ° \ dG o •� / o \�.� Hyl �iy G° Ile ,� �' /. ,: ..• G���`�'C•� �� \ 2p � •. �e� � 1 GJ�O ��? O C pN -fes �° ° t,Cc' 'tom, ,S `P Z _!� ��JGG�G � � �c. moa -6)G/ �-� •�- yy�y y9i,1, o� Q� Go ��oy� �� �� 4'�'�r \ ro °oy ��X°o��j 'Q ,° `3Qo� e o �� c °,o ?—0, P o P0sT 39, °o°o J�C�,9 je� k 1T L qN u A TSs0O �i o U O oeP r_ of 11 a p / I psgl l Po o0 -9 f frr �? e O9p��N ooti Qeg' G S l !�°� yOp� s9.9 rf f ° OCG eA C qR pOST CC ,♦f0 Al SEPTIC SYSTEM TIE MEASUREMENTS � r �y Soya o e D Qa° (BUILDING No. 2) ��,�.n / t (FRONT BUILDING) ` o v � �+ / BUILDING BUILDING , I ycelo ♦a/ `1� `I �Qoo` �� �♦�� �Qo� aG.aJO ,� OCT 2 0 2016 / CORNER �E CORNER�F / �� / SEPTIC TANK c��y / mss. c9TF F/ �`♦I �� ° .� Go 0�2 r® COVER 1 22' 39' 11 c\ \�J21• 2ory oQp`' LEACHING POOL , T�wN ® ']E{�LD 15' 51' ° '�llo,yo �P� �'�� �� �c a'�� +` COVER 1 2 `Qy A r��`� o poyc ` d LEACHING POOLso° o�2t,l e 04- pSr�s eq } COVER 2 35' 32' y1'c of� osT`„i � O sio SF �� �e �'►® LEACHING POOL COVER 3 34' 59' l01 GREASE TRAPPy INLET COVER GREASE TRAP 49 13 �E9 p s 1 SUFFOLK COUNTY DEPART&IIENT OF H� O°?ll skN 4 ? Qy� GONG. 1141 �ry OUTLET COVER 51' 16 vis 001_ ° r _ACTH SERVICES N y 1 o� a� APPROVAL OF CONSTRUCTED WORKS o° 58 06;0 101 tiI o° Da"o OCT 14 2015 H.S.Ref.No. 0 SEPTIC SYSTEM TIE MEASUREMENTS p`'� ly cONe eP >> Q� S4 The sewego disposal and water supply facilities (BUILDING No. 2) �� e�O� ° � ��so� at this location have Caen inspected a:ldlor (BACK BUILDING) 1. �� -- A �Ps certified by this Department Or other agencies UNAUTHORIZED ALTERATION OR ADDITION CORNERBUILDIN © BUILDING ORNIER Q C ApsT �B 9+r b o°� ^� ,D and found to be sptisfaCtOry. TO THIS SURVEY IS A VIOLATION OF SEPTIC TANK SECTION 7209 OF THE NEW YORK STATE COVER 1 18' 41' -, EDUCATION LAW. SEPTIC TANK O °° �Wal terJ.Hilbert COPIES OF THIS SURVEY MAP NOT BEARING COVER 2THE LAND SURVEYOR'SSEAL OR 22' 42' ° EMBOSSED SEAL INOTD Office Of Wa$t@WEte," BE CONSIDERED �A3 z. � tVlana3nrne;lt LEACHING POOL 60, ° b TO BE A VALID TRUE COPY. COVER 1 34' 47' �+a- c� ���� CERTIFICATIONS INDICATED HEREON SHALL RUN LEACHING POOL ,+ _ _ COVER 2 53' 58' S'f 4ea�. IS N PREPARED, ANDLY TO THE ON HIS EHALFON FOR WHOM TTO THE SURVEYHE LEACHING POOL O �O� TITLE COMPANY, GOVERNMENTAL AGENCY AND COVER 3 57' 50' 45� `1'CIS,� �6ry°� TONDING TTHE ASSIGITUTION NEES OFITHEEDLENDION, AND NG INSTI- TUTION. STI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE �y\�• O� �* o�> OIC O� 1 EXISTENCE RIGHT Y AND/OR EASEMENTS OF RECORD, F `' a '"�`� �i°�4 six y� t•�.•„;; �1 i ANY, NOT SHOWN ARE NOT GUARANTEED. atA b N 50 �A� PREPARED IN ACCORDANCE WITH THE MINIMUM 'S, �".p STANDARDS FOR TITLE SURVEYS AS H ESTAB? ED� + i ?( - OP 1'.�,.... ..,a ,• BY ED r rpH�'+` P ►� TNPVNDYAT ND FOR SUCH USE BYTHE NEW YORK M Nathan Taft Corwin III z o�o✓ TITLE ASSOCIATION. + +t-7 f`(} Land S u r v eV o r (y �s'Pio i ., °mss�, '`� �°j .7 1 'I Title Surveys - Subdivisions - Site Plans - Construction Layout n PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y. ic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 35-255D 1check Software Version 4.3.4 12(9 Envelope Compliance Certific 2Od� p p D MAY 16 2016 Project Information Energy Code: 2014 New York Energy Conservation Construction Code RUMDING DEPT. Project Tale: Mattituck Office Building TOWN OF S®I1THOLD Location: Suffolk County, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area- 8% Construction Site: Owner/Agent: Designer/Contractor: Building Area Floor Area 1-Office:Nonresidential 9406 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Ext.Wall:Wood-Framed,16in.o.c.,[Bldg Use 1-Office] 7792 21.0 0.0 0.062 0.064 Door:,Pert.Type:Energy code default,Double Pane with Low-E, 294 — -- 0.800 0.770 Tinted,SHGC 0.60,[Bldg.Use 1-Office] Door:Insulated Metal,Swinging,[Bldg.Use 1-Office] 42 — — 0.400 0.610 Window-Wood Frame:Operable,Pert.Specs.-Product ID Andersen 294 — — 0.300 0.450 400 Serie Complementary Casement Windows,SHGC 0 16,[Bldg.Use 1 -Office](b) Roof:Attic Roof,Wood Joists,[Bldg Use 1 -Office] 4792 38.0 00 0.027 0.027 Floor:Unheated Slab-On-Grade,Vertical 3 ft.,[Bldg.Use 1 -Office](c) 269 — 10.0 0.510 0.540 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and buu[dg(Le�tU-fac�tyoLrrss shown in table are F-factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is with the building plans, specifications,and other calculations submitted with this perm' pplication. prop azsistent nvelope systems have been designed to meet the 2014 New York Energy Conservation C ruction C de re uire ain COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Insp ct' n Checkl' t. Name-Title T nt re Dat Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 1 of 11 v COMcheck Software Versi®n 4.3.4 Interior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Mattituck Office Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power Proposed Interior Lighting Power Interior Lighting :D -. Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 2 of 11 COMcheck Software Version 4.3.4 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Mattituck Office Building Project Type: New Construction Exterior Lighting Zone 0(Unspecified) Construction Site: Owner/Agent. Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Total Tradable Watts(a)= 0 Total Allowed Watts= 0 Total Allowed Supplemental Watts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power Exterior :Dspecified'(see proJect screen) Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 3 of 11 CO Mcheck Software Version 4.3®4 Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: Mattituck Office Building Location: Suffolk County,New York Climate Zone: 4a Project Type. New Construction Construction Site- Owner/Agent- Designer/Contractor: Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report Mechanical Systems List Quantity System Type$Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Inspection Checklist. Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 4 of 11 3 COMcheck Software Version 4.3.4 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section - # Plan Review Complies? Comments/Assumptions.. &Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies [PR111 tinformation with which compliance :❑Does Not can be determined for the building ❑Not Observable ;envelope and document where exceptions to the standard are ;❑Not Applicable claimed. ; C402.3.1 ;The vertical fenestration area<=30 ;❑Complies [PR10]1 percent of the gross above-grade wall I❑Does Not area. ❑Not Observable ❑Not Applicable j C402.3.1 ;The skylight area<=3 percent of the ;❑Complies [PR11]1 gross roof area. E❑Does Not ❑Not Observable; ❑Not Applicable C402.3.2 !In enclosed spaces> 10,000 ft2 ;❑Complies [PR14]1 ;directly under a roof with ceiling ❑Does Not heights>15 ft.and used as an office, ; lobby, atrium,concourse, corridor, I❑Not Observable ;storage, gymnasium/exercise center, ;❑Not Applicable konvention center,automotive ;service,manufacturing,non- ; refrigerated warehouse, retail store, ; I distribution/sorting area, ;transportation, or workshop,the ;following requirements apply: (a)the ; daylight zone under skylights is>= ; half the floor area; (b)the skylight ;area to daylight zone is>=3 percent with a skylight VT>=0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. :Skylights in office,storage, ;❑Complies 2 ;automotive service,manufacturing, ;❑Does Not [PR15]1 non-refrigerated warehouse, retail ;store,and distribution/sorting area ❑Not Observable have a measured haze value> 90 ;❑Not Applicable percent unless designed to exclude , ;direct sunlight. ; Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) [3,1 Low Impact(Tier3) Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 5 of 11 section, , _ ,t.. . - - - = .� '' - :y •. s_A =�,,. . Footi'rig%Founa i tion Inspection Complies? Comment`s/Assumptions, &Req.ID c402.2.6 , Slab edge insulation R-value. !F-]Complies ;See the Envelope Assemblies table for values. _ [FO3]z ;❑Does Not i ;❑Not Observable; ❑Not Applicable C303.2,1' •:"Slab edge insulation installed per ;❑Complies [F manufacturer's instructions. ❑Does Not ❑Not Observable; ❑Not Applicable C402.2.6 '3 Slab edge insulation depth/length. ;❑Complies ;See the Envelope Assemblies table for values [FO5]'2 tSlab insulation extending away from ;❑Does Not building is covered by pavement or J>= 10 inches of soil. ;❑Not Observable ❑Not Applicable C403.2.8. ;Exterior insulation protected against ;❑Complies 1 damage,sunlight, moisture,wind, I❑Does Not [FO6]1 :landscaping and equipment maintenance activities. ;❑Not Observable i :❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) `2:Medium Impact(Tier 2) 3„ Low Impact(Tier 3) Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 6 of 11 Section _ ;` r.:, ,, # » Framing'/-Bough-ln;lnspectiom, Complies?' Comments/Assumptions &Reg.ID C402.4.1, ;The building envelope contains a ;❑Complies C402.4.2 :continuous air barrier that is sealed in :❑Does Not [FR16]1 �an approved manner and either constructed or tested in an approved ;❑Not Observable manner.Air barrier penetrations are ;❑Not Applicable sealed in an approved manner. C402.44.3, ;Factory-built fenestration and doors ;❑Complies C402.4.4'Iare labeled as meeting air leakage :❑Does Not [FR18]3 requirements. I ;❑Not Observable ❑Not Applicable C402.4.7, ;Vestibules are installed on all building ;❑Complies j [FR17]3 j entrances.Doors have self-closing :❑Does Not devices. ,❑Not Observable ❑Not Applicable C402.3.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.3.4 1 UDoes Not [FR8]1 :❑Not Observable; ;❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 E❑Does Not ❑Not Observable ❑Not Applicable IC303:1.3 %Fenestration products rated in ;❑Complies jFR12]2: `'e accordance with NFRC. :❑Does Not o j ;❑Not Observable ❑Not Applicable C303.1.3 (Fenestration products are certified as ;❑Complies [FR13]1 :to performance labels or certificates UDoes Not provided. ❑Not Observable ❑Not Applicable 0402.2.7U-factor of opaque doors associated .;[]Complies ;See the Envelope Assemblies table for values. R1 [F4]Z with the building thermal envelope E❑Does Not meets requirements. j tNot Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) ProlectTitle: Mattituck Office Building Report date: 05/13/16 Data filename: Page 7 of 11 Section # .' Mechanical:Rough-ln'Inspectiori_`, Complies?' Comments/Assumptions- &'Req.ID C402.4.5. ;Stair and elevator shaft vents have ;❑Complies 1 motorized dampers that automatically;❑Does Not close. [ME3]3" i❑Not Observable; ❑Not Applicable C402.4.5. ;Outdoor air and exhaust systems have;❑Complies 2 motorized dampers that automatically []Does Not [ME58]3 !shut when not in use and meet maximum leakage rates.Check ❑Not Observable; gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3' Low Impact(Tier 3) Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 8 of 11 Section-':.;.'; ,. - - - -_ -' -_ �, v " ," " : -. ..•,,, -,~. - „ . #; :insulation Inspection Complies? Comments/Assumptions 4 &°Req.ID C402.4.1. ;All sources of air leakage in the ,❑Complies 1 building thermal envelope are sealed, ,❑Does Not [IN1]1 :caulked,gasketed,weather stripped ',❑Not Observable; ,or wrapped with moisture vapor- , permeable wrapping material to ;❑Not Applicable minimize air leakage. C402.4.2. ,Roof R-value.For some ceiling ;❑Complies ;See the Envelope Assemblies table for values 1 systems,verification may need to :❑Does Not [IN2]1 :occur during Framing Inspection. '❑Not Observable 1❑Not Applicable C303.2 ;Roof insulation installed per ,❑Complies [IN3]1 manufacturer's instructions.Blown or ,❑Does Not poured loose-fill insulation is installed 1 only where the roof slope is<=3 in :❑Not Observable ,12. ;❑Not Applicable C303.2 ;Above-grade wall insulation installed 11--]Complies [IN7]1 1 per manufacturer's instructions. ❑Does Not 1 :❑Not Observable,; ❑Not Applicable 'C402.2.5 'Floor insulation R-value. ,❑Complies ;See the Envelope Assemblies table for values [INBh• ;❑Does Not j ;❑Not Observable T❑Not Applicable C303.1•-°: Building envelope insulation is labeled ,❑Complies [IIV10j?;,; '•with R-value or insulation certificate !❑Does Not providing R-value and other relevant data. ,❑Not Observable, l :❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies , [IN14]2 _ , damage with a protective material. UDoes Not Verification for exposed foundation insulation may need to occur during .❑Not Observable, Foundation Inspection. ❑Not Applicable C402.2.1 ;Insulation intended to meet the roof ,❑Complies ; [IN17]3 ;insulation requirements cannot be :❑Does Not installed on top of a suspended ❑Not Observable ;ceiling.Mark this requirement ;❑Not Applicable compliant if insulation is installed PP accordingly. Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 9 of 11 Section # Finallnspection Complies?., Comments/Assumptions &Req.ID C402.4.6 ;Weatherseals installed on all loading ;❑Complies [FI37]1 dock cargo doors. UDoes Not ❑Not Observable:, ❑Not Applicable C402.4.8 ;Recessed luminaires in thermal ;❑Complies [,FI26]3 .!envelope envelope to limit infiltration and be IC :❑Does Not ;rated and labeled.Seal between interior finish and luminaire housing. ;❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 10 of 11 P Project Title: Mattituck Office Building Report date: 05/13/16 Data filename: Page 11 of 11 COMcheck Software Version COMcheck-Web Envelope Compliance Certificate Project Information (�� (��� Energy Code 2014 New York Energy Conservation Construction C de; E� D Project Tale. Mattituck Office Building Location- Suffolk County, New York OCT - 3 2016 Climate Zone- 4a Project Type New Construction Vertical Glazing/Wall Area 8% BIMDING DEPT. TOW NT Olit SO OLD Construction Site Owner/Agent Designer/Contractor- Building Area Floor Area 1-Office : Nonresidential 9406 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value L11-Factor Facton.) Perimeter Roof:Attic Roof,Wood Joists,[Bldg.Use 1 -Office] 4792 38.0 0.0 0 027 0.027 Ext Wall Wood-Framed, 16in ox,[Bldg Use 1 -Office] 1677 19.0 0.0 0 067 0 064 Ext Wall-Wood-Framed,161n o c,[Bldg Use 1 -Office] 6115 21.0 0.0 0.062 0.064 Window:Wood Frame Operable,Perf Specs.:Product ID Andersen 294 --- -- 0.300 0 450 400 Series Complementary Casement Window,SHGC 0.16,PF 0 30, [Bldg Use 1 -Office](b) Door ,Pert.Type.Energy code default,Double Pane with Low-E, 294 --- --- 0 800 0.770 Tinted,SHGC 0.60,PF 0 60,[Bldg Use 1 -Office] Door Insulated Metal,Swinging,[Bldg.Use 1 -Office] 42 -- --- 0.400 0 610 Floor Unheated Slab-On-Grade,Vertical 2 ft,[Bldg Use 1 -Office](c) 269 -- 100 0 540 0 540 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Notes Revised COMcheck 9/15/16 for Mattituck Office Building ® e ,a.„;> i -y., h' �• •..fir ,.ya, �x?�•Sy� „'9. i^4 4'a•”� 'o a.��j°u xyR° 6 6�;>�'w MOM .,� §obi"'�'i"•`."�AA'. "^'.P•y ��.`s, i ? ,"k t,•p`'.k,'A2..'R;F''� .^«3,.y^".d..'F ", Envelope Compliance Statement Compliance Statement: The proposed envelope design represented In this document Is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements In COMcheck Version COMcheck-Web and to comply with the mandatory requirements listed in the Inspection Checklist. Project Title- Mattituck Office Building Report date. 09/15/16 Data filename: Page 1 of 12 MF15 V zo (f(,/I Name-Title 5' ature to Lw I L " Project Title: Mattituck Office Building Report date. 09/15/16 Data filename: Page 2 of 12 COMcheck Software Version .COMcheck-Web Interior Lighting Compliance Certificate Project Information Energy Code 2014 New York Energy Conservation Construction Code Project Title Mattituck Office Building Project Type New Construction Construction Site Owner/Agent Designer/Contractor: Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power Proposed Interior Lighting Power Interior . . No lighting fixtures specified Project Title Mattituck Office Building Report date. 09/15/16 Data filename. Page 3 of 12 _ f � COMcheck Software Version COMcheck- eb Exterior Lighting Compliance Certificate Project Information Energy Code. 2014 New York Energy Conservation Construction Code Project Title: Mattituck Office Building Project Type- New Construction Exterior Lighting Zone 0(Unspecified) , Construction Site Owner/Agent: Designer/Contractor Allowed Exterior Lighting Power i A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Total Tradable Watts(a)= 0 Total Allowed Watts= 0 Total Allowed Supplemental Watts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power Exterior Lighting TBD: Exterior lighting zone not specified (see project screen) Project Title. Mattituck Office Building Report date: 09/15/16 Data filename: Page 4 of 12 4 C® check Software Version C® check- eb Mechanical Compliance, Certificate Project Information i Energy Code: 2014 New York Energy Conservation Construction Code Project Title- Mattituck Office Building Location- Suffolk County, New York Climate Zone- 4a Project Type- New Construction Construction Site. Owner/Agent: Designer/Contractor: Additional Efficiency Package High efficiency HVAC Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems-have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version COMcheck-Web and to comply with the mandatoryrequirements listed in the Inspection,Checklist. Project Title: Mattituck Office Building Report date: 09/15/16 Data filename: Page 5 of 12 f r 110-OMcheck Software Version COMcheck-Web Inspection Checklist . Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the.COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section #- Plan Review 7_ Complies? CommentslAssuinptions & Req.l® • C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 :information with which compliance :❑Does Not (can be determined for the building ; ,envelope and document where UNot Observable: exceptions to the standard are ;❑Not Applicable claimed. C402.3.1 'The vertical fenestration area <= 30 ;❑Complies [PR10]1 !percent of the gross above-grade wall :❑Does Not area. ❑Not Observable! j❑Not Applicable C402.3.1 ;The skylight area <= 3 percent of the ,❑Complies ; [PR11]1 'gross roof area. ;❑Does Not 3 i❑Not Observable, ,❑Not Applicable C402.3.2 ,In enclosed spaces> 10,000 ft2 ;❑Complies [PR14]1 'directly under a roof with ceiling ;❑Does Not heights >15 ft. and used as an office, ;lobby, atrium, concourse, corridor, ❑Not Observable storage, gymnasium/exercise center, �❑Not Applicable ; convention center, automotive ,service, manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area, ;transportation, or workshop,the following requirements apply (a)the ;daylight zone under skylights is >= half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a :minimum skylight effective aperture >= 1 percent. C402.3.2. ;Skylights in office, storage, ,❑Complies 2 automotive service, manufacturing, :❑Does Not [PR15]1 ;non-refngerated warehouse, retail ;store, and distribution/sorting area ;❑Not Observable 3 have a measured haze value > 90 '❑Not Applicable :percent unless designed to exclude 'direct sunlight. , Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mattituck Office Building Report date- 09/15/16 Data filename Page 6 of 12 I. Section J. #" Footing;/Foundation,inspect on Complies? Comments/Assurnptiions;Vk &,Req, D .a> 0402.2:6'J Slab edge insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [FO3]Z ;❑Does Not ❑Not Observable ❑Not Applicable ,C303.Z ;Slab edge insulation installed per ;❑Complies ; [FQ4]?-, . manufacturer's instructions. UDoes Not ❑Not Observable; ❑Not Applicable C402.2.6, 'I Slab edge insulation depth/length. ;❑Complies ;See the Envelope Assemblies table for values [FO5]?'' ' ;Slab insulation extending away from j❑Does Not :building is covered by pavement or r >= 10 inches of soil. :❑Not Observable ;❑Not Applicable C403.2.8. 'Exterior insulation protected against ;❑Complies ; 1 damage, sunlight, moisture,wind, ;❑Does Not [FO6]1 ;landscaping and equipment maintenance activities. 1❑Not Observable! ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ':2~ Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title- 2 Mattituck Office Building Report date: 09/15/16 Data filename- Page 7 of 12 r L Section' # Framing/Rough=ln Inspection Complies? Comments/Assumptions & Re .ID C402.4.1, ;The building envelope contains a ;❑Complies C402.4.2 :continuous air barrier that is sealed in ;❑Does Not [FR16]1 ;an approved manner and either 'constructed or tested in an approved :❑Not Observable; manner.Air barrier penetrations are :❑Not Applicable j ;sealed in an approved manner. C402,4.3, Factory-built fenestration and doors ;❑Complies C402.4.4 are labeled as meeting air leakage :❑Does Not [FR18]3 ;requirements. ❑Not Observable; ❑Not Applicable C402.4.7 ;Vestibules are installed on all building ;❑Complies , [FR17]3 :entrances. Doors have self-closing :❑Does Not devices. ❑Not Observable ❑Not Applicable C402.3.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values C402.3.4 ;F-]Does Not [FR8]1 ;❑Not Observable ❑Not Applicable C402.3.3 ,Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values [FR10]1 ;❑Does Not ;❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products rated in ;❑Complies ; [FR12]2 accordance with NFRC. []Does Not ;❑Not Observable; ;❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies [FR13]1 to performance labels or certificates ;❑Does Not provided. ❑Not Observable j❑Not Applicable ; C402.2.7 ;U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. [FR14]2 'with the building thermal envelope ❑Does Not ;meets requirements. ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: ti 1 High Impact(Tier 1) ,'2r Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mattituck Office Building Report date 09/15/16 Data filename: Page 8 of 12 Section' # ''iwedh"nical,Rough-In Inspection - 'Complies?' :f :" ;ConiinentsJassumptions & Re .ID' C402.4.5; ;Stair and elevator shaft vents have I❑Complies 1 ' :motorized dampers that automatically ;❑Does Not [ME3]3; ' ;close. :❑Not Observable 1 r _ ❑Not Applicable 11 C402'.4`.5. ;Outdoor air and exhaust systems have;❑Complies ; 2. motorized dampers that automatically :❑Does Not [ME58]34i..;shut when not in use and meet maximum leakage rates.Check :❑Not Observable: gravity dampers where allowed. ;❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)----F,-3-'T-Low Impact(Tier 3) Project Title: Mattituck Office Building Report date: 09/15/16 Data filename: Page 9 of 12 f Section ; #, Insulation inspection` Complies? Comment /Assumptions' & Re .ID C402.4.1. ;All sources of air leakage in the ;❑Complies 1 building thermal envelope are sealed, UDoes Not [IN1]1 ;caulked, gasketed,weather stripped ; ;or wrapped with moisture vapor- :❑Not Observable permeable wrapping material to ❑Not Applicable ; :minimize air leakage. ; C402.4.2. ;,Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. 1 :systems,verification may need to ;❑Does Not [IN2]1 ;occur during Framing Inspection. ❑Not Observable i ❑Not Applicable C303.2 ;Roof insulation installed per ;❑Complies [IN3]1 :manufacturer's instructions. Blown or :❑Does Not poured loose-fill insulation is installed ;only where the roof slope is <=3 in ❑Not Observable 312. ;❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies ; [IN7]1 ;per manufacturer's instructions. ❑Does Not ❑Not Observable; ❑Not Applicable C402.2.5 ;Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values [IN$]2 _ ;❑Does Not ;❑Not Observable ❑Not Applicable C303.1 `Building envelope insulation is labeled ;❑Complies ; [IN10]2 :with R-value or insulation certificate - !❑Does Not providing R-value and other relevant s data. :❑Not Observable: ❑Not Applicable C303.2.1 #Exterior insulation is protected from :[:]Complies ; [IN14]2' ;damage with a protective material. :❑Does Not Verification for exposed foundation insulation may need to occur during ;❑Not Observable Foundation Inspection. ;❑Not Applicable C402.2.1 Insulation intended to meet the roof ;❑Complies ; [IN17]3 (insulation requirements cannot be :❑Does Not installed on top of a suspended i ceiling. Mark this requirement :❑Not Observable: compliant if insulation is installed :❑Not Applicable ;accordingly. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mattituck Office Building Report date: 09/15/16 Data filename: Page 10 of 12 i Section 41 # Final,inspection = Complies? ,. Comments%Assumptions & Re .iD° C402.4.6 ;Weatherseals installed on all loading ;❑Complies [F137]1 !dock cargo doors. ;❑Does Not ❑Not Observable ❑Not Applicable C402.4:8 ;Recessed luminaires in thermal ;❑Complies [FI26]3 -:envelope to limit infiltration and be IC ;❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: c 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,,'3,1 Low Impact(Tier 3) Project Title: Mattituck Office.Building Report date: 09/15/16 Data filename: Page 11 of 12 Project Title: Mattituck Office Building Report date: 09/15/16 Data filename. Page 12 of 12 GAS SUPPLY LINE INSTALLATION CERTIFICATION Date % z Building Permit No. Property Address: 111;a"IlIt'IcI(' Owner- /:;— 0 (Pleas rint) Plumber- (Please Print) I certify that the Gas supply lines have been installed and tested in accordance with the Fuel Gas Code of New York State including section 404 and 406 Installation ❑ Residential Installation [EC[E0V[E a Commercial Installation D DD Please Check Combustion Appliance Installed. Pr Heating Equipment SPP 2 6 2017 ❑ Hot Water Heater ❑ Fireplace/Stove ❑ Other- BUILDINGDEPT. TOWN OF S®IJ'I'H®LD Test Pressure 20 �SZ Test Duration: 24/ holy.�s Results: roo eyl I certify I am the licensed plumber(License# Z/eUiM0IXr that installed all Gas supply lines on the above referenced premises. Plumbers or Homeowners Signature Sworn to me this I/] 3 day of �� '20 l 1 Original Notary Signature, County Seal LISA R.BIGHAM Notary Public,State of New York 1 Qualified in Suffolk County n 2 No.01 BI6221552 I ! My Commission Expires 05/03/ob N T CARPET + CUSTOM RUGS + RUNNERS 2016 Custom Atelier Program • 13'2" Width • 100%Type 6 Nylon r �'( 5 • "98'5" Roll Length" • Loop.Pile Face Weight,30 oz/sy L' ' MAY - 1 2017 •"s Cut Pile Face Weight—36 oz/sy ;:• Stain Safe Stain Protection UD - DTLTIG `g T" .° 1/10'Gauge. 'SOWN Off'SOUTHOLD, 2� I " -• -FClass 1,Fire.Rating !. jC",y"ear.Commercial Warranty d• T V�g � ` _ _ - N. ° ,.Y "�' '"' a 't 1 ' ", .' , of ' .3 6srpe a Royi],6` fcA,CarpEis San °Pei cr pa . t EfiY 171•fig r r Y S T ANT 0 ,N August 2013 Custom Atelier Program • 13'2"Width • 100%Type 6 Nylon • 98'5" Roll length Loop Pile Face Weight—30 oz/sy • Cut Pile Face Weight--36 oz/sy • Stain Safe Stain Protection 1/10 Gauge • Class 1 Fire Rating STANTON I DNIslons of Stanton: Stanton Carpet, Royal Dutch Carpets & Stanton Rug Company 1 Corporato Headquarters: 211 Robbins lane s Syosset,NY 11791-888-809-2989,516-822-5878•Fax 516-933-8890 CARPET I Customer Service/Distribution Center:300 Union Grave Road-Calhoun,GA 30701.706-624-9385•Fax 706-624-9247 ,uw,,,elenTnnrarno!nnm r SHAW SPECIFICATION DATA Style Name RENDERED BL Style Number J0176 Description: TEXTURED LOOP Fiber Content. 100% Eco Solution Q Nylon �/✓/� "'`��� Tufted Weight: 26 0 ozs/yd2 Finished Pile Thickness: 0.140 in Total Thickness: 0.305 in Gauge: 5/64 Tufts, 10 7 per in Primary Backing: SYNTHETIC Secondary Backing. 64 08 oz ® Total Weight. 64 08 ozs/yd2 OD Density: 6686 Twist Information Width: 12ft NOV 2 2016 Number of Colors: 12 Dye Method SOLUTION DYED BUMDING DEQ Coefficient of Friction 0.86 T®WT®F SOUTHOLD Applications: Pattern Repeat: 18"W X 36"L Star Rating, Special Features PRODUCT DATA Flammability: Pill Test(CPSC FF1-70) PASS looring Radiant Panel(ASTM E-648)Direct Glue: Class I NBS Density:ASTM-E662 Flaming Mode: <450 Non-Flaming Mode- <450 Static. AATCC-134: <3 5 KV Type Static Control. PERMANENT CONDUCTIVE FIBER FHA DATA UM44D Certification Number. Type: Class: Texture. Warranties: ECO SOLUTION Q SDN STAIN WARRANTY LIFETIME COMMERCIAL LIMITED WARRANTY FOR STALOK PATTERN PRODUCTS CRI Certification: 23252271 Green Label Plus- GLP2271 TARR Rating 3.50 Green Lable Plus- GLP2271 Recommended Traffic Class. SEVERE Except where noted as a minimum or maximun,the above specifications are nominal and,therefore,are subject to change and to normal manufacturing variance. r� �T 8/28/2017 B 1 L 7 Savage Journey (4s.)oo) Product Code 4SJOOOAAOK Product Construction Tufted Textured Loop Rber AntronO Lumene Type 6,6 Nylon Dye Method Solution Dyed Soil/Stain Protection XTERA- Backing&Size AFIRMA'Hardback-Tile- in x 36 in(45.72 cm x 91.44 cm) Machine Gauge 1112 in 47.2 enda/10 cm Stitches 10.7[in 42.1 ends/10 cm Pile Density 5,435 oz/yd3 Total Weight 81 ozlytfz 2,746.4 g/m2 Total Thickness 0.190 in 4.8 mm ^� Size 18 in x 36 in 45.72 cm x 91.44 dm Radiant Panel Passes Gass 1,>_0.45 W/cm2(ASTM-E648) Smoke Density <450 dm Corrected(ASTM-E662),Raining Static –<3.5 kV(AATCG134),Step �– Rammabildy Passes Methenanrine Pill Test(CPSC-FFl-70) ^^ ��— Bentley's High PerformancePC,NaxStep®Cushion Tile,and AFIRMA'"Hardback Tile products are Cradle 10 Cradle Certified'Silver.Bentley products are also certified under the NSF/ANSI Standard 140–Sustainable Carpet Assessment(NSF 140).Six of Bentley's standard backing products are NSF 140 certified at the Gold level or above.Bentley's carpet products are manufactured in our California mill,a LEER for Existing Buildings:Operations and Maintenance(LEEDS-EBOM) Gold certified facility. Patterned carpet may require special attention by the installer to assure a suitable match,and must be addressed in the original labor quotation.Products that go .through the shearing process may result in a small loss of yam weight.Slight variations in color among different production lots are normal and should be considered in the overall installation plan.Carpet specifications and components are subject to normal manufacturing tolerances and may change without notice.Technical perforrriance characteristics are subject to adustment based on results of post-manufacture testing Product warranted in accordance with the terms and conditions of Bentley's standard printed warranty in effect at time product is sold Al other warranties,including without limitation any implied warranties of merchantability or fitness for a particular purpose,are hereby disclaimed Made in USA.Warning-unauthorized reproduction of this carpet design constitutes copyright infringement =13 Bentley Mills,Inc. � D [EC[SUV[E DD SEP 2 6 2017 BUILDE dG DEPT. TOWN OF SOUTHOLD 14641 East Don Julian Road City of Industry,California 91746 www.benfleymills.com F U®ntract®r Copy of Order - _ p r7� WORK ORDER ##34238R Ordered On: 03/29/16 g ����� 181 GOODWIN ST Projected Delivery By: 04/96/16 ** CORPORA700M PO BOX 51027 INDIAN.ORCHARD, MA 01151 MANUFACTURERS OF ROOF& FLOOR TRUSSES Job: MATTITUCK OFFICE BUILDING EWP 1603026 Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 LYTD MAIN ROAD (NYS RTE 25) AMATTITUCK, NY 11952 Sold To:Riverhead B ltd' pp Y P.O. Box 20 PO: 573636 North Kingst , RI SqZ8�@DE&6 Ordered By: KAREN WEST Attn:KAREN WEST Phone:(800)-874-9500 BUMDINGDEPT- Our Salesman:Steve Currier TOWN OFSOUTHOLD Cancellation Date: 04/01/16 * Truss Engineering's Shipping Department should be contacted 5 business days before your optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates. ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:SC ON:03/29/16 INFORMATION 30.0,10.0,0 0,10 0 PROFILE QTYI PITCHTYPE BASE O/A LUMBER OVRHG/CANT SHIPPING UNIT TOTAL PLY TOP ROT TRUSS ID SPAN SPAN I TOP I 60T LEFT I RIGHT WIDTH WEIGHT PRICE PRICE COMMON 00-1_0_-0_8 0_0_-1_0-0_8 mil t I i`t�, 2 7.00 0 00 T01GE 1 16-00-00 1 16-00-00 2 X 612 X 6 05-08-08 86 :- COMMON __ 2 Ply 7.00 0001 T01GI 16-00-00 16-00-00 2 X 612 X 6 ----- 05-05-10 97 15 1 3 50 0.001 CO T0Z0N 50-00-00 50-00-00 2 X 6 2 X 6100-10_O8]00-10_08 08-00-05 239 I COMMON 1 1 100-10_08100_10--1 08-00-05 278 1 1 350 0 00 T02GE 50-00-00 50-00-00 2 X 612 X 6 GABLE 00-10_08 00_10_08 08-00-05 320 1 3501 0.00 T02SE 50-00-00 50-00-00 2 X 612 X 6 COMMON1 1 00-10=08]-----j 08-00-05 I 237 26 3.50 0.00 T03 50-00-00 50-00-00 2 X 6 2 X 6 COMMON 6 1 3.50 0001 T04 1 50-00-00 1 50-00-00 2 X 6 _2 X 6 07-09-10 236 COMMON 0010-OB 00-10-08 -fr-- 1 700 0-00 T05 12-00-00 12-00-00 2 X 612 X 6 04-06-08 54 COMMON I I 00-1--- 00_---- 1 700 0 00 T05GE 12-00-00 12-00-00 2 X 612 X 6 - 04-06-08 62 = 2 7.00 0.001 GVo 1 E 02-06-08 24 08-07-04 1 08-07-04 12 X 412 X 4 -j----- 1 1 - 2 1 7.00 0.001 VALLEY V02 06-07-04 1 06-07-04 2 X 412 X 4----- ----- 01-11-08 I 16 VALLEY 1 1 1-----]-----� 01-04-08 1 10 - - 2 7 00 0 00 V03 04-07-04 04-07-04 2 X 4 2 X 4 VALLEY 1 1 I 1 - - 00-09-08 5 2 7.00 0 00 VO4 02-07-04 02-07-04 2 X 4 2 X 41 1 GABLE I 1 I----- 1 04-07-00 1 45 �-- a 2 7 00 0 00 VOS 15-07-03 15-07-03 2 X 4 2 X 4 I !!!! n« I I GABLE I _____ 04-00-00 1 38 I 1 2 7 00 0001 V06 13-07-03 13-07-03 2 X 412 X 4 VALLEY y- -- -=�• 2 7 00 0.00 V07 11-07-03 11-07-03 2 X 412 X 4----- 03 05-00 30 ----» 1 2 1 7 001 0001 V V08EY 1 09-07-03 1 09-07-03 2 X 412 X 41 - ----- 02-10-00 24 1 2 1 7 001 0.00 V V09EY 1 07-07-03 1 07-07-03 12 X 412 X 4----- ----- 02-03-00 19 I 1 - ;;• VALLEY �-='-- . ;-� 1 2 1 7.00 0 00 V10 05-07-03 05-07-03 2 X 4 ----- _2 X 4 01-08-00 12 y-" 1 2 1 7 001 0.001 V V11EY 03-07-03 1 03-07-03 2 X 412 X 41 - - 01-01-00 1 7 1 1 Contractor Copy of Order r� WORK ORDER #342388 ordered On:03/29/16 E GIN ER NG 181 GOODWIN ST Projected Delivery By: 04/16/16 ** CORPORAjON PO BOX 51027 INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF& FLOOR TRUSSES Job: MATTITUCK OFFICE BUILDING EWP 1603026 Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 MAIN ROAD (NYS RTE 25) MATTITUCK, NY 11952 Sold To: Riverhead Building Supply Corp. PO: 573636 P.O. Box 2000 North Kingstown, RI 02852-0655 Ordered By: KAREN WEST Attn:KAREN WEST Phone:(800)-874-9500 Our Salesman:Steve Currier Cancellation Date: 04/01/16 ** Truss Engineering's Shipping Department should be contacted 5 business days before your optimal delivery date: "Projected Delivery" dates are NOT scheduled ship dates. ROOF.TRUSSES LOADING TOLL-TCDL-BOLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:SC ON:03i29n6 INFORMATION 30 0,10 o,o.o,10 o PROFILE IQTYI PITCH I TYPE BASE 0/A LUMBER OVRHG I CANT SHIPPING UNIT UNIT TOTAL PLY I TOP I BOr I TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT WIDTH WEIGHTPRICE PRICE GABLE _____ 4 2 7.00 0001 V12 08-07-03 08-07-03 2 X 412 X 4 02-06-0 24 VALLEY 1 06-07-03 06-07-03 2 X 412 X 4 - I 1 2 7.00 0 00 V13 --- I 01-11-08 16 VALLEY 1 1 01-04-08 10 2 7001 0.00 V14 04-07-03 04-07-03 2 X 4 2 X 4 ROOF SUB-TOTAL: ITEMS QTY ITEM CATEGORY NOTES PRICE PRICE 16 HUS26 Hanger ITEMS SUB-TOTAL: ***** IMPORTANT NOTE ***** It Is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval. Any and all changes must be received by Truss Engineering prior to the cancellation date. Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation date will be perceived as a full approval of order. Truss Engineering is responsible for supplying only the material as listed on the order. SUB-TOTAL Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery WIDE LOAD/ of order may result in additional charges. ESCORT FEE GRAND TOTAL *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: PO#: Requested Delivery Date: o - o a• S F Nb (C 5 y0� 51-00-00 m m s, ag o0 d^ ;o g 50-00-00 N Nu N^' lD s 8 - _ T02 2-0 -00 9' H roz 2-0 -00 roe___, - 2-0 -00 2-0 -00 = c n € � T04 - -00--- -0 -00 g ro2 2-0 -00 � -00 --- T03 2-0 -00 r'os 2-0 -00� ro3 w - 2-0 -00 e o g c c <a <_ « < <s ro3 2-0 -00 E7 ' -_- ------ --�'_'`__ -- -_ ---- T03 2-0 -00 g g = T032-0 -00 I en _ 9 T03 2-0 -00 H 3 2-0 -00 o Toe 2-0 -00 < 2-0 -00 - to -4 ip @ T02tD 6 0 0 po O _ _s,. w��_�s _ roz z__�_� .�-u 2-0 00 0 0 3-,-` 702 _-. o ce 2-0 -00 m __— ---_,— ---__—_____- -- -- _—__— - o )� -------=---r- Toe� 2-0 -00 ---YO-3 _ 2-0 00 - $ r03 2-0 -00 p T03 - -- — --— - 2-0 -00 M s A T03 2-0 -00 - r O m m: T03 2-0 -OO p 3 ? S T03 N "w' P�- ilia 2-0 -00 T03 2-0 -00 ---- "---T03-"-------------2— ----_'-'- --- 2-0 -00 ------ ------------- T02 2-0 -00 T02 TO - - 2-0 -00-- -----'-- 2-0 -00 703- Job Truss Truss Type Oy Ply MATTITLICK OFFICE 34238 T01GE Common Supported Gable 2 1 Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industnes,Inc Tue Mar 29 12 35 39 2016 Page 1 ID 37myLKzOD8mkDaO?slnWluzcvZo-GmxraPgU1 GH9WPB1 d_HR6ZPKOhDHDVsg6B28fdzW4yY -R-1 0- 8-0-0 16-0-0 16-10 -10- 8-0-0 8-0-0 -10- 6x6-Z�, Scale=1:30.8 6 7.00 12 5 7 1s 20 �. (}F NEty}r 3 STI 9rz T TU' 2 T 1011 c ROFt;SSlo Io 3x4= 18 17 1621 16 2214 13 12 3x4= 16-M 16-M TCLL LOADING(pso OA ING(psf) 23.1 SPACING- 2-40 CSI. DEFL in (loc) Vdefl L/d PLATES GWP (Ground Snow--30 0) Plate Grip DOL 115 TC 0,04 Vert(LL) -0 00 10 n/r 120 MT20 197/144 TCDL 100 Lumber DOL 1.15 BC 002 Vert(TL) 0.00 10 n/r 90 BCLL 0.0• Rep Stress Incr YES WB 004 Horz(rL) 0.00 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 87 Ib FT=10% LUMBER- TOP CHORD 2x6 SPF Not NOTES- (15) BOT CHORD 2x6 SPF Not 12)Provide mechanical connection(by others)of truss to bearing plate capable of OTHERS 2x4 SPF No.2 1)Wind ASCE 7-05,120mph;TCDL=4 2psf,BCDL=5 Opsf,h=25ft,Cat.II;Exp B, withstanding 100 lb uplift atloint(s)2,10,16,14 except Ot=ib)17=119,18=121,13=120, BRACING- enclosed,MWFRS(low-rise)gable end zone and C-C Comer(3)X10-8 to 2-0-0, 12=118. TOP CHORD Exterior(2)2-0-0 to 5-0-0,Comer(3)5.0-0 to 8-0-0,Extenor(2)11-0-0 to 13-10-8 zone; 13)Beveled plate or shim required to provide full beanng surface with truss chord at Structural wood sheathing directly applied or 6-0-0 oc pudins cantilever left and right exposed,C-C for members and forces 8 MWFRS for reactions joint(s)2,10 BOT CHORD shown,Lumber DOL=1.60 plate grip DOL=1 60 14)This truss is designed in accordance with the 2009 Intemabortal Residential Code Rigid ceiling directly applied or 10-0-0 oc bracing 2)Tium designed for wind loads in the plane of the truss only For studs exposed to sections R50211.1 and R802.10 2 and referenced standard ANSI/TPI 1. wind(normal to the face),see Standard Industry Gable End Details as applicable,or 15)All Plates 20 Gauge Unless Noted REACTIONS.All bearings 16-0-0. consult qualified building designer as per ANSI/TPI 1. (lb)-Max Horz 3)TCLL•ASCE 7-05,Pg=30.0 psf(ground snow),Pf=23.1 psf(flat roof snow), LOAD CASE(S) 2=207(LC 8) Category ll,Exp B,Partially Exp,Ct=1.1 Standard Max Uplift 4)Unbalanced snow loads have been considered for this design All uplift 100 Ib or less at/oint(s)2,10,16,14 except 5)This truss has been designed for greater of min roof live load of 16 0 psf or 100 times 17=119(LC 9),18=121(LC 9),13=1 20(LC 10),12=118(LC 10) flat roof load of 23.1 psf on overhangs non-concurrent with other live loads Max Grav 6)This truss has been designed for basic load combinations,which include cases with All reactions 250 Ib or less atloint(s)2,10,15,16,17, reductions for multiple concurrent live loads. 18,14,13,12 7)All plates are 2x4 MT20 unless otherwise indicated 8)Gable requires continuous bottom chord bearing FORCES. (lb)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown. 9)Gable studs-Vaced 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 11) This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. r G Job Truss Truss Type Qty Ply MATTI ruCK OFFICE 34238 T02 Common 15 1 Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue M,er 29 12 26 24 2016 Page 1 ID 37myLKzODemkDaO?slnWluzcvZo-O_vl5d6LklMvR7GMcxgl7WwHzzcwgKMBVK6GhlzW55D _009-8 9-3-11 1 17-1-14 , 25-0-0 , 32-10-2 40-8-5 i 50-0-0 50"1 Q-8 0-10-8 9-3-11 17-10-2 17-10-2 7-10-2 7-10-2 19-3-11 0-104 Scale=1:62.7 3.50 12 6x9 6 4x4; 20 21 4x4 zzz OF NEw 3Q 5x6-5:- 5 7 22 5x6 z�- �`'���' PHt"R G �� 19 2x4 Z�, 4 8 2x4 18 23 3 W3 W3 9 r t,iyr r ," uJJJ 17 -T1 r , w N --- — - ---- ----- -- -- -, � E88491�'P �� 0 c 6X9= 16 15 25 26 14 27 13 28 12 6x9 0-"(0J-7) 4x4= 6x6= 6x6= 4x4= 2208#/-856# 4x9= 0-5-8(0-3-7) 220W-856# 13-3-4 25-M 36-8-12 50-0-0 13-3-4 11-8-12 11-8-12 13-3-4 Plate Offsets(X,Y)-[2 04-13 Edgel [10 04-13,Edgel LOADING(psf) TCLL 23.1 SPACING 2-0-0 CSI. DEFL in (loo) Udefl L/d PLATES GRIP (Ground Snowy-30 O) Plate Gnp DOL 1.15 TC 088 Vert(LL) -0 50 14 >999 360 MT20 197/144 TCDL 100 Lumber DOL 1.15 BC 082 Vert(TL) -1.19 12-14 >498 240 BCLL 00 Rep Stress Incr YES W13 069 Horz(Q 031 10 nla n/a BCDL 100 Code IRC2009/rP12007 (Matnx) Wind(LL) 0 50 14-16 >999 240 Weight 239 lb FT=10% LUMBER- TOP CHORD 2x6 SPF No 2 BOT CHORD 2x6 SPF 165OF 1 5E FORCES. (lb)-Max Camp/lax.Ten.-All forces 250(lb)or less except when shown. 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with WEBS 2x4 SPF Stud*Except* TOP CHORD any other live loads. W3 2x4 SPF No.2 2-3=6119/2229,3 5=5527/1914,5 903/1517, 7)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all BRACING 6-7=3903/1517,7-9=5527/1914,9-10=6119/2230 areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and TOP CHORD BOT CHORD any other members,with BCDL=10.0psf Structural wood sheathing directly applied or 2-0-9 oc purlins. 2-16=2178/5798,14-16=1618/4747,12-14=1553/4747, 8)Provide mechanical connection(by others)of truss to bearing plate capable of BOT CHORD 10-12=203315798 withstanding 100 Ib uplift atloint(s)except(ft=1b)2=856,10=856. Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 9)This truss is designed in accordance with the 2009 Intemahonal Residential Code WEBS 6-14=-44211602,7-114=1483/680.7-112=198/8110,9-12=671/521, sections R50211.1 and R802 10 2 and referenced standard ANSI/rPI 1 1 Row at midpt 7-14.5-14 &114=14831679,5-16=198/810,316=671/520 10)All Plates 20 Gauge Unless Noted REACTIONS. (Ib/size) NOTES- (10) LOAD CASE(S) 2 = 2208/0-5-8 (min 0-37) 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5 Opsf,h=25ft,Cat.II,Exp B, Standard 10 = 2208/0-5-8 (min.037) enclosed,MWFRS(low-rise)gable end zone and GC Extenor(2)-0-10-8 to 4-1-8, Max Hoe Inlenor(1)4-1-8 to 20-0-0,Extenor(2)20-M to 25-M,Interior(l)30.0.0 to 45.10.8 2 = -146(LC 8) zone,cantilever left and right exposed,GC for members and forces&MWFRS for Max Uplift reactions shown,Lumber DOL=1.60 plate gnp DOL=1 60 2 = -856(LC 7) 2)TCLL ASCE-7-05,Pg=30 0 psf(ground snow),Pf=23 1 psf(flat roof snow), 10 = -856(LC 8) Category Il,Exp B,Partially Exp.,Ct=1.1 Max Grav 3)Unbalanced snow loads have been considered for this design 2 = 2208(LC 1) 4)This truss has been designed for greater of min roof live load of 20 0 psf or 100 times 1d = 2208(LC 1) flat roof load of 23 1 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for basic load combinaLons,which include cases with reductions for multiple concurrent live loads. ' Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 T02GE Common Supported Gable 1 1 Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7.640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 23 412016 Page 1 ID 37myLKzOD8mkDaO?slnWluzcvZo-HdYPtu767gg1N4J1ZCP308gd9G9b_kN80T78SEzW57m -0 9-8 25-M , 50-0-0 50 1 Q-8 0-104 25-0-0 25-0-0 0-10-8 Scale=1:62.8 3.50 12 6x6 zzz 13 14 15 54 12 16 11 55 17 NEW 4x6 53 10 18 t� jj 78 9 5619 q 0x6052 S 1 212257 3 45 8 9 S 0 S 0 9 8 `_ - 2324 r51 4 5 6 '-Ti3 4 3 2 1 2 - - -- -$f �-- S o - ��ty �!$• 0 4x6= 50 49 48 47 46 59 45 44 43 42 41 40 39 38 37 36 35 33 32 60 31 30 29 28 x6 4x6= 4x6= 50-" 50-0-0 LOADING(psf)TCLL 23 1 SPACING- 2-40 CSL DEFL in (loc) Vdefl Ud PLATES GRIP (Ground Snovr-30.0) Plate Grip DOL 1.15 TC 011 Vert(LL) -0.00 26 n/r 120 MT20 197/144 TCDL 10,0 Lumber DOL 115 BC 006 Vert(TL) 000 27 n/r 90 BCLL 0.0• Rep Stress Incr YES WB 0.15 Horz(TL) 001 26 We n/a BCDL 100 Code IRC2009/rP12007 (Matrix) Weight 279 Ib FT=10% LUMBER- TOP CHORD 2x6 SPF No 2 BOT CHORD 2x6 SPF 1650E 1 5E TOP CHORD 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent OTHERS 2x4 SPF No 2 11-12=36!279,12-13=-37/336,13-14=38/386,14-15with any other live loads8/386, 11)•This truss has been designed for a live load of 20 0 sf on the bottom chord in all TOP CHORD WEB$ 9 BRACING 16 7/336,1617=361279 areas where a rectangle 3.6.0 tall by 1-0-0 wide will fit between the bottom chord and Structural wood sheathing directly applied or 6-0-0 oc pudins. 3-50=-3061349,25-28=-306/349 any other members,with BCDL=10 Opsf. BOT CHORD 12)Provide mechanical connection(by others)of truss to bearing plate capable of Rigid ceiling directly applied or 10-40 oc bracing. NOTES- (14) withstanding 100 Ib uplift atloint(s)40,41,42,43,45,46,47,48,49,38,37,36,35,33, 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5.Opsf;h=25ft,CaL ll,Exp B, 32,31,30,29 except(lt=1b)2=115,50=201,28=200,26=123. REACTIONS.All bearings 50-0-0. enclosed,MWFRS(low-rise)gable end zone and C-C Comer(3)-0.10-8 to 4-1-8, 13)This truss is designed in accordance with the 2009 Intemabonal Residential Code (lb)-Max Horz Extenor(2)4-1-8 to 20-0-0.Comer(3)240-0 to 25-40,Extenor(2)30.0-0 to 45-10-8 sections R502.11 1 and R80210.2 and referenced standard ANSI/TPI 1. 2=146(LC 7) zone;cantilever left and right exposed,C-C for members and forces&MWFRS for 14)All Plates 20 Gauge Unless Noted Max Uplift reactions shown,Lumber DOL=1.60 plate gnp DOL=1 60 LOAD CASE(S) All uplift 100 Ib or less atloint(s)40,41,42,43,45,46, 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to Standard 47,48,49,38,37,36,35,33,32,31,30,29 except wind(normal to the face),see Standard Industry Gable End Details as applicable,or 2=115(LC 9),50=201(LC 7),28=200(LC 8),26=123(LC 10) consult qualified building designer as per ANSI/TPI 1. Max Grav 3)TCLL ASCE 7-05;Pg=30 0 psf(ground snow),Pf=23,1 psf(flat roof snow), All reactions 250 Ib or less atloint(s)2,39,43,45,46, Category II,Exp B,Partially Exp.;Ct=1.1 47,48,49,35,33,32,31,30,29,26 except 40=261(LC 3), 4)Unbalanced snow loads have been considered for this design 41=260(LC 3),42=260(LC 3),50=436(LC 1),38=261(LC 4), 5)This truss has been designed for greater of min roof live load of 20.0 psf or 100 times 37=260(LC 4),36=260(LC 4),28=436(LC 1) flat roof bad of 23.1 psf on overhangs non-concurrent with other live loads 6)This truss has been designed for basic load combinations,which include cases with FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. reductions for multiple concurrent live loads. TOP CHORD 7)All plates are 2x4 MT20 unless otherwise indicated. 11-12=36/279,12-13=37/336,13-14=38/386,14-15=38/386, 6)Gable requires continuous bottom chord bearing 9)Gable studs spaced at 2-40 oc q . Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 T01G1 Common Girder 2 2 Job Reference(optional) Truss Engmeenng Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industnes,Inc Tue Mar 29 12 39 19 2016 Page 2 ID 37myLKzOD8mkDaO?slnWluzcvZo-g5EOIdUUDs?xwDOJWBE11yWpLN9Jmm DiPLnOtzW4v6 LOAD CASE(S) Standard r Concentrated Loads(lb) Vert 1=2129(13)10=2122(13)9=2122(B)8=2122(B)13=2122(B)14=2122(B) 15=2122(8)16=2122(B) of NE;/ 51 U Sti34� ti� ti �Q'ESSIOe'A . T Job Truss Truss Type Qty Ply �MATTITILICK OFFICE ' 34238 T01GI Common Girder 2 �f L Job Reference olions! Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 39 19 2016 Page 1 ID 37myLKzOD8mkDaO7slnWluzcvZo-g5E01dUUDs?xwDOJWBE11yWpLN9Jmm_DiPLnOtZW4v6 4-6-0 8-0-0 10-6-0 i ' b Job Truss Truss Type Qty Ply MATTITUCKOFFICE ' 34238 T02SE GABLE 1 1 Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 26 52 2016 Pag 1 ID 37myLKzOD8mkDaO'2slnWluzcvZo-gTr 9EuBuD?vBsaoHOU?7k2gIdGpMCEwXMz5tjzW52v -0r1 9-8 9-3-11 , 17-1-14 r 25-M , 32-10-2 40-8-5 50-0-0 5q-1 Q-8 0-10-8 9-3-11 7-10-3 17-10-2 7-10-2- 7-10-3 9-3-11 0-10-8 Scale=1:62.8 3.50 6x9 12 6 40 66 67 4x4 4x6 5 7 68 4x6 " t�tF N C 4x6-.r; 4 65 S O S 2 S 4 S 4 S 2 S 10 8 4x6:.:z �,(b,�OpFIEFtQ 3 64 7 699 , an 4 9 9 4 r- Icy 63 6 S 1 S-11Uj 6 T1 7 ri 1 2 3 8 S 3 S 5 S 3 3 2 S� " "--. N 1 2 41d 5� 32 31 30 29 28 27 25 24 23 22 20 19 17 16 15 14 13 12 x6 (0-2-13) (0-2-13)(0-2-13) (0-2-13) (0-2-13) (Q-AUX0-2-13;6(0-27-43P-@4 k8) 4x9= 03-4WAW�0-2-13jgd-2-13K@-r43) (0-2-13) (0-2-13) (0-2-13) (0-2-13) (0-2-13) 367#/-221# 262#/-79481#1-85#100#/0# 82#/0#1491#/-8194#/O#XdQoi#O#6E99#na 56S 4*W09#/0 7#/=91#/-795#82#/0# 100#/0#81#/-851262#/-79# 367#/-229# 13-3-0 19-2-0 25-M 30-10-0 36-8-11 1 50-M 13-3-5 5-10-11 5-10-0 5-10-0 5-10-11 13-3-5 Plate Offsets(X,Y)-[16 0.3-0,0-3-121,[16 0-1-11,0-1-0],[28 0-3-0,0-3-121,[28 0.1-11,0-1-01 [57 0-0-0,0-ml.[57 0-0-0,0-0-01 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) Ildefl Ud PLATES GRIP TOLL 29.1 Plate Gnp DOL 1.15 TC 0.45 Vert(LL) -0.02 22 >999 360 MT20 197/144 (Ground Snow 30 O) Lumber DOL 1.15 BC 0.23 Vert(TL) -003 22 >999 240 BCDLL - 10 0' Rep Stress Ina YES WB 093 HorzL) 0.01 10 n/a n1a BCDL 10.0 Code IRC2009/TPI2007 (Matnx) Wrnd(LL) 0.02 232 >999 240 Weight 321 Ib FT=10% LUMBER- TOP CHORD 2x6 SPF 2 16 BOT CHORD 2x6 SPF 165)This truss has been designed for greater of min roof live load of 20.0 psf or 100 times 50E 1 5E TOP CHORD flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. WEBS 2x4 SPF No.2 2-3=309/178,3.5=260/514,5-6 -073/436,6 7=6731436, 6)This truss has been designed for basic load combinations,which include cases with BRACING- BBOT CHORD OTHERS 2x4 SPF No.27-9=1881514,9-10=-309/195OT reductions for multiple concurrent live loads TOP CHORD 27-28=77/402,25.27=77/402,24-25=77/402,23-24=77/402, 7)All plates are 2x4 MT20 unless otherwise indicated. Structural wood sheathing directly applied or 6-0-0 cc pudins. 22-23=771402,21-22=321402,20-21 2/402,19-20=32/402, 8)Gable studs spaced at 2-0-0 cc BOT CHORD 17-19=32/402,1547=32/402 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS any other Ince loads 7-22=76/354,7-16=13311635,9-16=762/580,5.22=761354, 10)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all REACTIONS.All beanngs 19-58 except Ot=length)23=03-8,21=0-3-8 528=1331/660,3-28=762/581 areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and (lb)-Max Harz any other members,with BCDL=10 Opsf. 2=146(LC 7) NOTES- (13) 11)Provide mechanical connection(by others)of truss to beanng plate capable of Max Uplift 1)Wind ASCE 7-05;120mph,TCDL=4.2psf,BCDL=5 Opsf,h=25ft,Cat.II,Exp B, withstanding 100 Ib uplift atloinl(s)31,32,13,12,23,21 except Ot=1b)2=221,16=795, All uplift 100 Ib or less atjoint(s)31,32,13,12,23,21 enclosed,MWFRS(low-nse)gable end zone and C-C Extenor(2)-0-10-8 to 4-1-8 28=815,24=439,20=439,10=229. except 2=221(LC 9),16=795(LC 8),28=815(LC 7), Intenor(1)4-1-8 to 20-0-0,Extenor(2)20-0-0 to 2511-0,Intenor(1)30-0-0 to 4510-8 12)This truss is designed in accordance with the 2009 Intemational Residenhal Code 24=-439(LC 1),20=439(LC 1),10=229(1-C 10) zone,cantilever left and right exposed,C-C for members and forces&MWFRS for sections R502 11 1 and R802 10 2 and referenced standard ANSI/TPI 1 Max Grav reactions shown,Lumber DOL=1 60 plate gnp DOL=1.60 13)All Plates 20 Gauge Unless Noted All reactions 250 Ib or less atloint(s)24,25,27,29,30, 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to LOAD CASE(S) 31,20,19,17,15,14,13 except 2=367(LC 1),16=1491(LC 15), wind(normal to the face),see Standard Industry Gable End Details as applicable,or Standard 28=1491(LC 14),32=262(LC 14),12=262(LC 15),10=367(LC 1), consult qualified building designer as per ANSI/TPI 1. 53=599(LC 5),21=599(LC 5) 3)TCLL ASCE 7-05,Pg=30 0 psf(ground snow);Pf=231 psf(flat roof sno% , Category 11,Exp B.Partially Exp.,Ct=1 1 FORCES. Ob)-Max Comp/Max.Ten-All farces 250(lb)or less except when shown. 4)Unbalanced snow loads have been considered for this design. a • a Job Truss Truss Type City PlyMATTITUCK OFFICE 34238 T03 Common 26 1 Job Reference(optional) Truss Engineering Carp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industnes,Inc-Tue Mar 29 12 3150 2016 Page 1 ID 37myLKzOD8mkDaO?slnWluzcvZo-TtbGW62gzvRfYDBOtOgkKGQ_uNs13mz7S24W7OzW507 -Or19-8 9-3-11 17-1-14 25-0-0 32-10-2 40-8-5 50-0-0 0-10-8 9-3-11 7-10-2 7-10-2 17-10-2- 7-10-2 9-3-11 Scale=1:63.0 3.50 12 6x9 6 4x4; 19 20 4x4 5x6 •5 7 Z1 5x6_ t4��O� 1!j E/ YQ 18 � 2x4� 4 8 2x4 i 15�flv G ' 3 17 22 9 U� W3 W3 16 T2 t+Y tv` llu 1 2 -- ------- — o N CD 5x16= 15 14 24 25 13 26 12 27 11 5x16 0-5-8(0-3-8) 4x4= 6x6= 4x9 6x6= 4x4= 2216#/-858# 13-3-4 1 25-0-0 1 36-8-12 50-M Plate Offsets(X,Y)-18 0-0-0,0-0-0I 13-3-4 11-8-12 11-8-12 13-3-4 LOADING(psf) TCL 231 SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP (Ground Snow-30.0) Plate Gnp DOL 1.15 TC 0.93 Vert(LL) -0.51 13 >999 360 MT20 1971144 TCDL 100 Lumber DOL 1.15 BC 085 Ved(TL) -1.22 11-13 >490 240 BCLL 00• Rep Stress Ina YES WB 070 Horz(rL) 0.32 10 n/a n/a BCDL 100 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.5113-15 >999 240 Weight 238 lb FT=10% LUMBER- TOP CHORD 2x6 SPF No 2 BOT CHORD 2x6 SPF 165OF 1.5E FORCES. (Ib)-Max CompJMax Ten.-All forces 250(lb)or less except when shown. 6)This truss has been designed for a 10 0 psf bottom chord live bad nonconcurrent with WEBS 2x4 SPF Stud*Except* TOP CHORD any other live loads W3 2x4 SPF No.2 2-3=-6146/2237,3-5=5554/1933.5-6=3931/1535, 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all BRACING- 6-7=-3931/1535,7-9=5609/1972,9-10=6239/2285 areas where a rectangle 3.60 tall by 1-0-0 wide will fit between the bottom chord and TOP CHORD BOT CHORD any other members,with BCDL=10 Opsf. Structural wood sheathing directly applied or 1-9-11 oc purlins 2-15=2191/5824,13-15=163214773,11-13=160214799. 8)Refer to girder(s)for truss to truss connections BOT CHORD 10.11=2106/5922 9)Provide mechanical connection(by others)of truss to beanng plate capable of Rigid ceiling directly applied or 6.0.4 oc bracing. WEBS withstanding 100 Ib uplift attomt(s)except Qt=lb)2=858,10=783 WEBS 6-13=-048/1617,7-13=1512/692,7-11=218/838,9-11=726/547, 10)This truss is designed in accordance with the 2009 Intematronal Residential Code 1 Row at midpt 7-13,5-13 5-13=1470/679,5-15=197/810,315=-670/520 sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)All Plates 20 Gauge Unless Noted REACTIONS. (Ib/size) NOTES- 11 2 = 2216/0-5-8 (min 0-3-8) 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5.Opsf,h=25ft,Cat II,Exp B, LOAD CASE(S) 10 = 2142/Mechanical enclosed,MWFRS(low-rise)gable end zone and C•C Extenor(2)-0-10-8 to 4-1-8, Standard Max Horz Intenor(1)4-1-8 to 20-0-0,Extenor(2)20-0-0 to 25-0-0,Intenogl)30-0.0 to 44-11-1 2 = 152(LC 7) zone,cantilever left and right exposed;C-C for members and forces&MWFRS for Max Uplift reactions shown,Lumber DOL=1 60 plate gnp DOL=1.60 2 = -858(LC 7) 2)TCLL ASCE 7-05,Pg=30.0 psf(ground snow),Pf=23 1 psf(flat roof snow), 10 = -783(LC 8) Category II,Exp B,Partially Exp,Ct=1.1 Max Grav 3)Unbalanced snow loads have been considered for this design. 2216(LC 1) 4)This truss has been designed for greater of min roof live load of 20 0 p7 or 1.00 times 10 = 2142(LC 1) flat roof load of 23 1 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 TOS Common 1 1 _Inh Roforonro h,nhnnall I , Truss Engineenng Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc.Tue Mar 29 12 33 25 2016 Page 1 ID 37myLKzOD8mkDaO?slnWluzcvZo-B_rBSaCQb5PARgyGmrtOhlsPigSopti6lKb2yOzW5_e r0-10-$ 6-M 12-0-0 12-10-$ 0-10-8 6-M 6-0-00-10 8 6x6-Z�- Scale=1:24.7 3 7.00 12 g 10 OF NZ;2l t, 6 11 p?°' '� ti 7 1 T1 12 m $ 1 uaf 2 4 A 66305 5 o RCfi'>;Ss0l-' I CD 6 3x6= 0-5-8(0-1-8) W II os-8 (0-1-8) 571#/-254# 571#/-254# 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets(X,Y)-12 Edge,0-0-21,[4 Edge,0-0-21 LOATCLL (psf) 231 SPACING- 24)-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP (Ground Snow-30.0) Plate Grip DOL 1 15 TC 0.18 Vert(LL) -0.01 4-6 >999 360 MT20 197/144 c TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TQ -0.03 4-6 >999 240 BCLL 0.0• Rep Stress Incr YES WB 0.11 Horz(rL) 0.01 4 n/a n/a BCDL 100 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.01 2-6 >999 240 Weight 55 Ib FT=10% LUMBER- TOP CHORD 2x6 SPF No 2 BOT CHORD 2x6 SPF N0.2 TOP CHORD 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all WEBS 2x4 SPF Stud 2-3=629/241,3-4=629/241 areas where a rectangle 3.6.0 tall by 1-0-0 wide will fit between the bottom chord and BRACING- BOT CHORD any other members. TOP CHORD 2-6=100/448,4-6=1001448 8)Provide mechanical connection(by others)of truss to bearing plate capable of Structural wood sheathing directly applied or 64)-0 oc pudins. WEBS withstanding 100 Ib uplift at joint(s)except Qt=lb)2=254,4=254. BOT CHORD 36=0267 9)This truss is designed in accordance with the 2009 International Residential Code Rigid ceiling directly applied or 10-0-0 oc bracing secbons R502.11.1 and R802.10 2 and referenced standard ANSIrrPI 1. NOTES- (10) 10)All Plates 20 Gauge Unless Noted REACTIONS. (Ib/size) 1)Wind ASCE 7-05,120mph,TCDL=4 2psf,BCDL=5 Opsf;h=25ft,Cat.II,Exp B, LOAD CASE(S) 2 = 571/0-5.8 (mm.0.1-8) enclosed,MWFRS(low-rise)gable end zone and C-C Extenor(2)-0-10-8 to 2-1-8, Standard 4 = 571/0-58 (mm.0-1-8) Intenor(1)2-1-8 to 3-0-0,Exlenor(2)3-0-0 to 6-0-0,Intenor(1)9-0-0 to 9-10-8 zone, Max Horz cantilever left and right exposed,C-C for members and forces$MWFRS for reactions 2 = 159(LC 8) shown.Lumber DOL=1 60 plate gnp DOL=1 60 Max Uplift 2)TCLL ASCE 7-05;Pg=30 0 psf(ground snow),Pf=231 psf(flat roof snow); 2 = -254(LC 9) Category II,Exp B,Parbally Exp,Ct=1.1 4 = -254(LC 10) 3)Unbalanced snow loads have been considered for this design. Max Grav 4)This truss has been designed for greater of min roof live load of 16.0 psf or 100 times 2 = 571(LC 1) flat roof load of-23 1 psf on overhangs non-concurrent with other live loads. 4 = 571(LG 1) 5)This truss has been designed for basic load combinations,which include cases with reclUctions for multiple concurrent live loads FORCES. (lb)-Max Comp/Max Ten-All forces 250 Ob)or less except when shown 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with TOP CHORD any other live loads 2-3=629241,34=629241 f Job truss 7C'u-1T ypeQh- MATTITUC�OFFICt Ply 34238 T04mon g 1 Job Reference$ Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 Mitek Industries,Inc Tue Mar 29 12 33 05 2016 Page 1 ID 37myLKzOD8mkDaO?sln WluzcvZo-mBddFlytlyu?21QQbeWKt41 oXcUc8hc9iDl_FYzW5y 9-3-11 17-1-14 25-0-0 32-10-2 40-8-5 50-0-0 9-3-11 7-10-2 7-10-2 7-10-2 7-10-2 9-3-11 Scale=1:62.9 6x9 3.50 FT2 5 4x4; 18 19 40 5x6 17 4 620 5XZz- OF�Eft Iii�0 Cfl �r 2x4 3 7 2x4 2 16 Y1 8 � 3 4x12 7::! T1 15 W3 W3 \` Y w G� NHi 63L1j9 �� N 14 13 23 24 12 25 11 26 10 0S-8(043-6) 4x4= 6x6= 6x6= 4x4= 2135#/-780# 4x9= 0-5-8(0.M) 2135#/-780# 13-3-4 25-0-0 1 36-8-12 50-0-0 13-3-4 11-8-12 11-8-12 13-3-4 Plate Offsets(X,Y)-[10-5-10,0-2-01,[9.05-100-2-01 LOADING(psf) TCLL 23.1 SPACING- 2-D-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP (Ground Snow-30.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0,50 12 >999 360 MT20 197/144, TCDL 100 LumberDOL 115 BC 083 Vert(TQ -1.1910.12 >498 240 BCLL 00' Rep Stress Ina YES WB 069 Horz(TL) 0.31 9 n/a n/a BCDL 100 Code IRC2009/TPI2007 (Matrix) Wind(LQ 0 50 12-14 >999 240 Weight 236 lb FT=10% LUMBER- TOP CHORD 2x6 SPF No 2 BOT CHORD 2x6 SPF 165OF 1.5E FORCES. (lb)-Max.CompJMax Ten.-All forces 250(lb)or less except when shown 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all WEBS 2x4 SPF Stud*Except` TOP CHORD areas where a rectangle 3-6-0 tall by 14)-0 wide will fit between the bottom chord and W3.2x4 SPF No 2 1-2=6135/2244,24=5539/1960,45=3909/1537, any other members,with BCDL=10,Opsf. BRACING- 5-6=3909/1537,6-8=5539/1960,8.9=6135/2245 7)Provide mechanical connection(by others)of truss to bearing plate capable of TOP CHORD BOT CHORD with standing 100lb uplift atloint(s)except Qt--1b)1=780,9=780. Structural wood sheathing directly applied or 1-11-14 oc purlins 1-14=219915814.12-14=1631/4755.10-12=1597/4755, 8)This truss is designed in accordance veth the 2009 Intemabonal Residential Code BOT CHORD 9-10=206515814 sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Rigid ceiling directly applied or 5-11-14 oc bracing. WEBS 9)All Plates 20 Gauge Unless Noted WEBS 5 12=44311605,6-12=1472/683,6-10=205/812,8.10 76/526, LOAD CASE(S) 1 Row at midpt 6-12,4-12 4-12=1472/683,4-14=204/812.2-14=676/525 Standard REACTIONS. (Ib/size) NOTES- (9) 1 = 2135/0-5-8 (min.D-35) 1)Wind ASCE 7-05,120mph,TCDL=4 2psf,BCDL=5.Opsf,h=25ft,Cat.11;Exp B, 9 = 2135/055 (min 0-3.6) enclosed,MWFRS(low-rise)gable end zone and C-C Extenor(2)0.2-12 to 5-2-12, Max Harz Intenor(1)5-2-12 to 20-0-0,Extenor(2)20-0.0 to 25-0-0.Intenor(1)30-0-0 to 44-9-4 1 = 135(LC 7) zone,cantilever left and right exposed,C-C for members and forces&MWFRS for Max Uplift reactions shown,Lumber DOL=1.60 plate gnp DOL=1 60 1 = -780(LC 7) 2)TCLL ASCE 7-05,Pg=30 0 psf(ground snow),Pf=231 psf(fiat roof snow), 9 = -780(LC B) Category II,Exp B.Partially Exp.,Ct=1 1 Max Grav 3)Unbalanced snow loads have been considered for this design J, = 2135(LC 1) 4)This truss has been designed for basic load combinations,which include cases with 9 = 2135(LC 1) reductions for multiple concurrent live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 T05GE Common Supported Gable 1 1 Job Reference(optional) Truss Engineenng Corp,Indian Grchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 33 59 2016 Page 1 ID 37myLKzOD8mkDaO?slnWuzcvZo-BXu 1 bDclaYhLX2Yom_U_3TGFMN5ynGN67dgr9QzW5_6 r0-10-$ 6-0-0 12-0-0 12-10-$ 0-10-8 6-0-0 6-0-0 040-8 8x6 Scale=1:24.7 5 7.00 FUT 6t �-, 4 ,F � } ry ��cQv 1 T1CA 3 T Tg A 6630-S 2 9 0 0 a:SSk0\A Li Li I 3x4= 14 13 12 11 10 3x4= 12-0-0 ' 12-M TOL DING(psf) 231 SPACING- 2-0-0 CSI. DEFL in (loc) I/deb Ud PLATES GRIP (Ground Snovr--30 O) Plate Grip DOL 1.15 TC 004 Vert(LQ -0 00 8 n/r 120 MT20 197/144 TCDL 100 Lumber DOL 1.15 BC 0.01 VeH(TL) 0.00 8 n/r 90 BCLL 0.0' Rep Stress Ina YES, WB 003 Horz(TL) 000 8 n/a n/a ` BCDL 100 Code IRC2009/rP12007 (Matnx) Weight 62 Ib FT=10% LUMBER- TOP CHORD 2x6 SPF No.2 NOTES- (15) BOT CHORD 2x6 SPF No2 13)Beveled plate or shim required to provide full bearing surface with truss chord at OTHERS 2x4 SPF No.2 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5 Opsf,h=25ft,Cat.II,Exp B, joint(s)2. BRACING- enclosed,MWFRS(low-rise)gable end zone and C-C Comer(3)-0-10.8 to 2-0-0, 14)This truss is designed in accordance voth the 2009 International Resrdenbal Code TOP CHORD Extenor(2)2-0-0 to 3-0-0,Comer(3)3-0-0 to 6.0-0.Extenor(2)9.0-0 to 9-10.8 zone, sections R502 11.1 and R802 10.2 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied or 6-0-0 oc pudins. cantilever left and right exposed,C-C for members and forces 8 MWFRS for reactions 15)All Plates 20 Gauge Unless Noted BOT CHORD shown,Lumber DOL=1.60 plate gnp DOL=1 60 Rigid ceiling directly applied or 10-0.0 oc bracing 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to LOAD CASE(S) wind(normal to the face),see Standard Industry Gable End Details as applicable,or Standard REACTIONS.All bearings 124)-0 consult qualified building designer as per ANSI/TPI 1. (lb)-Max Hoa 3)TCLL ASCE 7-05,Pg=30.0 psf(ground snow),Pf--23.1 psf(flat roof snow), 2=159(LC 7) Category II,Exp B.Partially Exp,Ct=1 1 Max Uplift 4)Unbalanced snow loads have been considered for this design All uplift 100 Ib or less at joint(s)2,8,11 except 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times 13=101(LC 9),14=122(LC 9),10=120(LC 10) flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. Max Grav 6)This truss has been designed for basic load combinations,which include cases with All reactions 250 Ib or less atloint(s)2,8,12,13,14,11, reductions for multiple concurrent live loads 10 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing FORCES. (lb)-Max Comp/Max Ten.-All forces 250(lb)or less except when shown 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 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 140-0 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 atloint(s)2,8,11 except Qt--1b)13=101,14=122,10=120 o d Job Truss Truss Type QtyMATTITUCK OFFICE T 34238 1V01 GABLE 2 1 Job Reference(optional) Truss Engineering Carp,Indian Odchard,MA 011517 640 s Oct 7 2015 MTek Industries,Inc.Tue Mar 29 12 34 45 2016 Page 1 ID 37myLKzODBmkDaO�sInWluzcvZo-rNgQExAclhUp263eSfJnwAA6VwoXZ40tinzHmlzW4zO 4-4-5 8-8-9 4-4-5 4-4-5 4x4-Z�- Scale=1:16.7 \ 3 11 7.00 12 10 { �j5�NE �3 1x4 II 12i ��OpNErG 4 1x4 11 � l 2 ST2 yyCK Y jy STI ST1 1 s630� c o 0 8 7 6 2x4 1x4 II 1x4 I I 1x4 II 2x4 8-8-9 8-8-9 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 115 TC 005 Vert(LL) Na n/a 999 MT20 197/144 (Ground Snow 30 0) Lumber DOL 1.15 BC 003 Vert(TL) Na n/a 999 TCLL 10.0 Re Stress Ina YES WB 0.05 Horz�) 0 00 5 Na Na BCDL 10 0 BCLL 00' Code IRC2009/TPI2007 (Matrix) Weight 24 lb FT=10% LUMBER- TOP CHORD 2x4 SPF No 2 2)TCLL:ASCE 7-05,Pg=30 0 psf(ground snow),Pf=23 1 psf(flat roof snow), BOT CHORD 2x4 SPF No 2 Category II,Exp B;Partially Exp;Ct=1 1 OTHERS 2x4 SPF Stud 3)Unbalanced snow loads have been considered for this design. BRACING 4)This truss has been designed for basic load combinations,which include cases with TOP CHORD reductions for multiple concurrent live loads. Structural wood sheathing directly applied or 6-0-0 oc purlins. 5)Gable requires continuous bottom chord bearing BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 6)This truss has been designed fora 10 0 psf bottom chord live load noncencurrent with any other live loads REACTIONS.All bearings&8-9 7)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all (Ib)-Max Horz areas where a rectangle 3-6-0 tall by 1-0-0 vide will fit between the bottom chord and 1= 92(LC 8) any other members Max Uplift 8)Provide mechanical connection(by others)of truss to bearing plate capable of All uplift 100 Ib or less atloint(s)1,5 except 8=133(LC withstanding 100 Ib uplift atloint(s)1,5 except Qt=lb)8=133.6=133 9),6=133([-C 10) 9)This truss is designed in accordance vnth the 2009 International Residential Code Max Grav sections R502.11 1 and R802 10.2 and referenced standard ANSI/TPI 1. All reactions 250 lb or less attoint(s)1,5,7,8,6 10)All Plates 20 Gauge Unless Noted FORCES. (lb)-Max Camp/Max Ten-All forces 250(lb)or less except when shown LOAD CASE(S) Standard , NOTES- (10) 1)Wind ASCE 7-05,120mph,TCDL=4 2psf,BCDL=5 Opsf,h=25ft,Cat II,Exp B, enclosed,MWFRS(low-rise)gable end zone and C-C Extenor(2)zone,cantilever left and nght exposed,GC for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate gnp DOL=1 60 . 21 Job Truss, Truss Type Oty PlyMATTITUCK OFFICE 34238 V02 Valley 2 1 Job Reference(optional) Truss Engineenng Corp,Indian Orchard,MA 01151 7.640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 39 44 2016 Page 1 ID 37myLKzOD8mkDaO?slnWluzcvZo-buET?An9LY9OQ3Q6TxAuYD2AnSgr7lduSovcmwzW4ul 3-4-4 -6-8-9 3-4-4 3-4-5 4x4 Scale=1:13.6 2 7.00 12 T 1 ST1 3 1 0 c 4 2x4 1x4 11 2x4 0-9710 6-8-9 0-01-10 6-7-15 LOADING(psf) SPACING- 2-0.0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 115 TC 013 Vert(LL) Na n/a 999 MT20 197/144 (Ground Snow 30 0 Lumber DOL 1.15 BC 007 Ve n/a - n/a 999 BCDL 10.0 Rep Stress Ina YES WB 004 Horz(rL) 000 3 n/a Na BCLL 0.0 Code IRC20091TP12007 BCDL 10.0 (Matrix) Weight 17 Ib FT=10 LUMBER- TOP CHORD 2x4 SPF No.2 NOTES- (10) BOT CHORD 2x4 SPF OTHERS 2x4 SPF Stud tud 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5.Opsf,h=25ft,Cat.II,Exp B, BRACING- enclosed,MWFRS(low-rise)automatic zone and C-C Extenor(2)zone,cantilever left TOP CHORD and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber Structural wood sheathing directly applied or 6-0-0 oc pudins. DOL=1.60 plate grip DOL=1 60 BOT CHORD 2)TCLL ASCE 7-05,Pg=30.0 psf(ground snow),Pf-23.1 psf(flat roof snow), Rigid ceding directly applied or 10.0-0 oc bracing. Category II,Exp B,Partially Exp.:C1=1 1 3)Unbalanced snow loads have been considered for this design REACTIONS. (Ib/size) 4)This truss has been designed for basic load combinations,which include cases with 1 = 129/6-713 (min 0-1-0) reductions for multiple concurrent live loads. 3 = 129/6-7-4 (min 0-1-8) 5)Gable requires continuous bottom chord bearing 4 = 228/6-713 (min 0-1-8) 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with Max Horz any other live loads. 1 = -68(LC 7) 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all Max Uplift areas where a rectangle 3-6-0 tall by 140-0 wide will fit between the bottom chord and any other members 3 = -74(LC 9LC ) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 4 = -58(LC 9) withstanding 100 Ib uplift atloint(s)1,3,4 Max Grav 9)This truss is designed in accordance with the 2009 International Residenbal Code 1 = 129(LC 1) sections R502.11.1 and R802 10.2 and referenced standard ANSI/TPI 1. 3 = 129(LC 1) 10)All Plates 20 Gauge Unless Noted 4 = 22B(LC 1) LOADCASE(S) FORCES. (lb)-Max Comp/Max Ten-All forces 250(lb)or less except when shown Standard Job Truss Truss Type Qty �Ply TMART.TITUCK OFFICE 34238 VO3 Valley 2 rence(optional) Truss Engineenng Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MTek Industries,Inc.Tue Mar 29 12 40 05 2016 Page l ID•37myLKzOD8mkDaO?slnWluzcvZo-Tx?PPM2KO?oPRIX8Cs2pufQohw fYoN_HZUD?CzW4uO 2-4-4 -4-8-9 2-4-4 2-4-5 3x4 Scale=1:9.0 2 7.00 12 T 1 3 1 B1 m n m C IO C G 2x4 2X4 0-9710 4-8-9 0-0-110 4-7-15 Plate Offsets(X Y)— 12 0-2-113,64-81 LOADING(psf) SPACING- 2-0.0 CSI. DEFL in (loc) I/defi Ud PLATES GRIP TCLL 23.1 Plate Gnp DOL 1 15 TC 0.06 Vert(LL) n/a Na 999 MT20 197/144 (Ground Snow 30 0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - Na 999 TCDL 100 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 BCLL 0.0` Code IRC2009/TPI2007 (Matrix) Weight 101b FT=10% LUMBER- TOP CHORD 2x4 SPF Not NOTES- (10) BOT CHORD 2x4 SPF No.2 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5.Opsf,h=25ft,CaL 11,Exp B, BRACING- enclosed,MWFRS(low-nse)automatic zone and C-C Extenor(2)zone,cantilever left TOP CHORD and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber Structural wood sheathing directly applied or 4-8-9 oc purlins DOL=1 60 plate gnp DOL=1.60 BOT CHORD 2)TCLL ASCE 7-05,Pg=30 0 psf(ground snow),Pf--23.1 psf(flat roof snow), Rigid ceiling directly applied or 10.0-0 oc bracing Category g ry 11,Exp B,Partially Ems.,Ct=1.1 REACTIONS. (lb/size) 3)Unbalanced snow loads have been considered for this design. 1 = 157/47-0 (min.0.1 8) 4)This truss has been designed for basic load combinations,which include cases with 3 = 157/4-7-4 (min 0.1.8) reductions for multiple concurrent live loads Max Harz 5)Gable requires continuous bottom chord bearing 1 = -04(LC 7) 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with Max Uplift any other live loads. 1 = 66(LC 9) 7)•Thistruss has been designed for a live load of 20.Opsf on the bottom chord in all 3 = -66(LC 9) areas where a rectangle 3-6-0 tall by 1-0.0 vide well fit between the bottom chord and Max Grav any other members. 1 = 157(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 3 = 157(LC 1) withstanding 100 lb uplift atloint(s)1,3. 9)This truss is designed in accordance with the 2009 International Residential Code FORCES. (lb)-Max.Comp/Max Ten-All forces 250(lb)or less except when shown. sections R502.11.1 and R802.10 2 and referenced standard ANS[ITPI 1 10)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard , SA Job Truss Truss Type City PlyMATTITUCK OFFICE 34238 VO4 Valley 2 1 Job Reference o clonal Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 42 15 2016 Page 1 ID 37myLKzOD8mkDa0?slnWluzcvZo-gysYhpctnxAzIGT7p901A3oOWKNp?bY6Ao-4ZgzW4sM 1-4-4 2-8-9 1-4-4 1-4-5 7.00 12 2 3x4-Z�- Scale=1:6.3 3 T 1 1 131 m m Q Io 0 2x4 2x4 0-9710 2-74(0-1-8) 2-8-9 2-7-4(0-1.8) 0-0-10 2-7-15 Plate Offsets(X.Y)— 2 0.2-13,0.1-8 LOADING(psf) SPACING- 240-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 231 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow 30.0)00 Lumber DOL 115 BC 0.03 Vert(TL) n/a n/a 999 BCLL TCDL 10 0• Rep Stress Incr YES WB 0.00 HorzQ 0.00 3 n/a n/a BCDL 100 Code IRC2009/TPI2007 (Matrix) Weight 5 Ib FT=10 LUMBER- TOP CHORD 2x4 SPF No 2 NOTES- (10) BOT CHORD 2x4 SPF No.2 1 Wind ASCE 7-05,120m h TCDL=4 2 sf,BCDL=5 0 sf,h=25ft,Cat 11,Ex B, BRACING enclosed,MWFRS(low-rise)automatic zone and C-C Extenor(2)zone,cantilever left TOP CHORD and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber Structural wood sheathing directly applied or 2-69 oc pudrns. DOL=1.60 late n DOL=1.60 Rigid ceiling directly applied or 10 0.0 oc bracingBOT CHORD 2)TCLL ASCE 7-05,Pg=30.0 psf(ground snow),Pf=23.1 psf(flat roof snow), Category II,Exp B,Partially Exp.,Ct=1.1 REACTIONS. (Ib/size) 3)Unbalanced snow loads have been considered for this design. 1 = 70/2-74 (min.0.1-8) 4)This truss has been designed for basic load combinations,which include cases with 3 = 70/2-74 (min.0-1-8) reductions for multiple concurrent live loads Max Horz 5)Gable requires continuous bottom chord bearing 1 = -20(LC 7) 6)This truss has been designed far a 10.0 psf bottom chord live load nonconcurrent with Max Uplift any other live loads. 1 = -30(LC 9) 7)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all 3 = -30(LC 9) areas where a rectangle 3-60 tall by 1-0-0 vide will fit between the bottom chord and Max Grav any other members 1 = 70(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 3 = 70(LC 1) withstanding 100 Ib uplift atlornt(s)1,3 9)This truss is designed in accordance with the 2009 International Residential Code FORCES. (lb)-Max.Comp/Max Ten-All forces 250(lb)or less except when shown. sections R502.11.1 and R80210 2 and referenced standard ANSI/TPI 1 10)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard Job Truss Truss Type Qty PlyMATTITUCK OFFICE 34238 V05 GABLE 2 .1 Job Reference(optional) , Truss Engineenng Corp,Indian Orchard,MA 01151 _ 7 640 s Oct 7 2015 MiTek Industries,Inc.Tue Mar 29 12 42 44 2016 Page ID 37myLKzOD8mkDaO?slnWluzcvZo-JXBWmkz3ysgsOkBiOIP6rBVxtOGZlhlOroV64UzW4ry 7-10-4 15-8-8 7-10-4 7-104 4x6 Scale=1:27.0 3 7.00 FU 12 11 I 13 ' 1x4 II 10 1x4 11 T 1 9 2 T 4 14 T T 5 1 m �o e -o 0 0 3x4 8 7 6 3x4 1x4 I I 1x4 11 1x4 11 15-8-8 15-8-8 Plate Offsets(X Y)- P 0-3-2,0-2-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 231 Plate Grip DOL 1 15 TC 0.17 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=-30 O) Lumber DOL 115 BC 0.09 Vert(TL) n/a n/a 999 TCDL 100 Rep Stress Ina YES WB 0.09 Horz(TL) 000 5 n/a n/a BCLL 00 BCDL 10 0• Code IRC2009/rP12007 (Matrix) Weight 46 Ib FT=10% LUMBER- TOP CHORD 2x4 SPF No 2 NOTES- (10) BOT CHORD 2x4 SPF Not 1)Wind ASCE 7-05,120mph;TCDL=4 2psf,BCDL=5.Opsf,h=25ft,Cat 11,Exp B, OTHERS 2x4 SPF Stud enclosed,MWFRS(low-rise)gable end zone and C-C Extenor(2)0-6-8 to 3-6-8. BRACING- Intenor(1)3-6.8 to 4-10-4,Extenor(2)4-10-4 to 7-10-0,Intenor(1)10.10-4 to 12-2-0 TOP CHORD zone;cantilever left and right exposed,C-C for members and forces&MWFRS for Structural wood sheathing directly applied or 6-0-0 oc purlins. reactions shown,Lumber DOL=1.60 plate gnp DOL=1.60 BOT CHORD 2)TCLL ASCE 7-05,Pg=30 0 psi(ground snow),Pf=23 1 psf(flat roof snow), Rigid ceiling directly applied or 10-0-0 oc bracing Category 11,Exp B,Partially Exp.,Ct=1.1 REACTIONS.All bearings 15.8-8 3)Unbalanced snow loads have been considered for this design Horz 4)This truss has been designed for basic load combinations,which include cases with (Ib)-Max 1=17Horz 7) reductions for multiple concurrent live loads Max Uplift 5)Gable requires continuous bottom chord bearing All uplift 100 Ib or less at)oint(s)1,5 except 6=216(LC 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 9),6=216(LC 10) any other live loads. Max Gra v 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all All reactions 250 Ib or less at joint(s)1,5 except areas where a rectangle 3.6-0 tall by 140-0 wide will fit between the bottom chord and 7=300(LC 1),8=370(LC 13),6=370(LC 14) any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of FORCES. (lb)-Max.Comp/Max.Ten-All forces 250(lb)or less except when shown withstanding 100 Ib uplift at)oint(s)1,5 except Qt=lb)8=216,6==216. WEBS 9)This truss is designed in accordance with the 2009 International Residential Code 2-8=2801241,4-6=280/241 sections R502.11 1 and R80210.2 and referenced standard ANSI/rPI 1 10)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard F3423 Truss Truss Type QtyPly MATTITUCKOFFICE 8 V06 GABLE 2 1 Job Reference o tional Truss Engineering Corp,Indian Orchard,MA 01151 1640 s Oct 7 2015 MiTek Industries,Inc. Tue Mar 29 12 43 20 2016 Pagel ID 37myLKzOD8mkDaO?slnWuzcvZo-GS17K1 PeTvMIKGxd7J2YIm?4dXYrl¢Oh7PD0LPzW4rL 6-10-4 i 13-8-8 6-10-4 6-10-4 5x5 Scale:1/2"=1' 3 12 13 7.00 12 14 11 1� 15 1x4 11 9 1 16 1x4 11 2 T 4 T T ' S 1 CID c c �o 0 3x4 8 7 6 3x4 1x4 11 1x4 11 1x4 11 13-8-8 13-8-8 TOL DING(psf) 23.1 SPACING- 2-0-0 CSL DEFL. in (loc) I/delL/d PLATES GRIP (Ground Snow=30 0) Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a 'V. 999 MT20 197/144 TCDL 10.0 Lumber DOL 115 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(fL) 000 5 n/a n/a BCDL 100 Code IRC2009/TPI2007 (Matrix) Weight 39 lb FT=10% LUMBER- TOP CHORD 2x4 SPF Not NOTES- (10) BOT CHORD 2x4 SPF No 2 1)Wind.ASCE 7-05;120mph,TCDL=4.2psf,BCDL=5.0 sf,h=25ft,Cal.II, OTHERS 2x4 SPF Stud enclosed;MWFRS low-rise able end zone and C-C Exteno 2 0-6-8 to 3588 BRACING Intedo 1 3-6-8 to 3(-10-4,Exteno 2 310 to 6-10-4,Interior(l))9-10-4 to 10.2-0 zone; TOP CHORD n) K ) Structural wood sheathing directly applied or 6-0-0 oc pudins. canblever left and right exposed,GC for members and forces&MWFRS for reactions BOT CHORD shown,Lumber DOL=1 60 plate grip DOL=1.60 Rigid ceding directly applied or 10-0-0 oc bracing. 2)TCLL ASCE 7-05,Pg=30 0 psf(ground snow),Pf=23.1 psf(flat roof snow), Category 11,Exp B,Partially Exp.,Ct=1.1 REACTIONS.All bearings 13-M 3)Unbalanced snow loads have been considered for this design (lb)-Max Horz 4)This truss has been designed for basic load combinations,which include cases with 1=152(LC 7) reductions for multiple concurrent live loads. Max Uplift 5)Gable requires continuous bottom chord bearing. All uplift 100 Ib or less at joint(s)1,5,7 except 8=198(LC 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 9),6=198([_C 10) any other live loads Max Grav 7)•This truss has been designed for a live bad of 20.Opsf on the bottom chord in all All reactions 250 Ib or less atloint(s)1,5 except areas Mere a rectangle 3-6-0 tall by 1-0-0 wide wwll fit between the bottom chord and 7=316(LC 1),8=320(LC 13),6=320(LC 14) any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown withstanding 100 ib uplift atloint(s)1,5,7 except Qt=1b)8=198,6=198 9)Th-s truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10 2 and referenced standard ANSI/TPI 1. 10)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard ' Job Truss Fvp-ll pe qty Ply MATTITUCK OFFICE 34238 V07 2 1 JobReference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640s OC 7 2015 MTek Industries,Inc. Tue Mar 29 12 43 52 2016 Page 1 ID 37myLKzOD8mkDaO?slnWluzcvZo-KcDD2_nixIOCAAOn?1d2bWKVhQROES5OUNzi mongr 5-10-4 11-8-8 5-10-4 5-10-4 5x8 M18SHS-Z'- Scale=1:22.1 2 7.00 12 g 5 T 1 T 3 ' 1 ' Ck 0 =o 0 3x6 4 i 1x4 II 3x6 0-V0 11-8-8 -I Plate Offsets(X,Y)—[2 0.56,0.2-8] 0-0-10 11-7-14 LOADING(psf) TC231 SPACING- 2-0.0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP (Ground Snow=30,0) Plate Grip DOL 115 TC 0,36 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) n/a n/a 999 M18SHS 197/144 BCLL 0.0• Rep Stress Incr YES WB 009 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2009/rP12007 (Matrix) Weight.31 Ib FT=10% LUMBER. TOP CHORD 2x4 SPF N2 10)This truss is designed in accordance with the 2009 International Residential Code BOT CHORD 2x4 SPF Noo 2 FORCES. (Ib)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown.VEBS sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. BRACING- OTHERS 2x4 SPF Stud 2sections35200 11)All Plates 20 Gauge Unless Noted TOPCHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. NOTES- (11) LOAD CASE(S) BOT CHORD 1)Wind ASCE 7-05,120mph,TCDL=4 2psf,BCDL=5.Opsf,h=25ft,Cat 11,Exp B; Standard Rigid ceiling directly applied or 10.0.0 oc bracing enclosed,MWFRS(low-rise)gable end zone and CC Edenor(2)zone,cantilever left and right exposed,GC for members and forces&MWFRS for reactions shown;Lumber REACTIONS. (Ib/size) DOL=1.60 plate grip DOL=1.60 1 = 206/11-7�3 (min.0-1-8) 2)TCLL.ASCE 7-05;Pg=30 0 psf(ground snow),Pf=23.1 psf(flat roof snow), 3 = 206/11-7-3 (min.0.1-8) Category It,Exp B;Partially Exp.,Ct=1 1 4 = 503/11-7-3 (min.0.1-8) 3)Unbalanced snow bads have been considered for this design. Max Horz 4)This truss has been designed for basic load combinations,which include cases with 1 = -128(LC 7) reductions for multiple concurrent live loads. Max Uplift 5)All plates are MT20 plates unless otherwise indicated. 1 = .89(LC 9) 6)Gable requires continuous bottom chord bearing 3 = -99(LC 10) 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with 4 = -151(LC 9) any other live loads. Max Grav 8)•,This truss has been designed for a live bad of 20.Opsf on the bottom chord in all 1 = 211(LC 13) areas where a rectangle 3-6-0 tall by 1-0.0 vide will fit between the bottom chord and 3, = 211(LC 14) any other members. 4 = 503(LC 1) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001h upldt atloint(s)1.3 except(!<=1b)4=151 Job Truss TiussType Qty PIY MATTITUCKOFFICE 34238 V08 Valley 2 Job Reference(optional) Truss Engineering Corp.Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 44 15 2016 Page 1 ID 37myLKzODBmkDaO?s[nlMuzcvZo-916vtr38WplxQleBrMYR1 NmTmilz6rDnmS2Qn1zW4gU 4-104 F 9-8-8 4-10-4 4-10.4 5x6'Z�- Scale=1:18.2 2 7.00 12 5 6 T 1 STI ' 3 1 C? c m o 19 0 4 x 3x4� 1x4 II Z:�, 9-7-14 9 -.g 9-7-14 0-6-110 Plate Offsets(X,Y)—[2 0-36,0-2-81 T (psf) CLL 231 SPACING- 240.0 CSI. DEFL in (loc) Vdefi L/d PLATES GRIP (Ground Snow-30 O) Plate Grip DOL 115 TC 0.24 Vert(LL) n/a We 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 015 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Ina YES WB 007 Horz(rL) 0.00 3 n/a n/a BCDL 100 Code IRC2009rrP12007 (Matrix) Weight.25 Ib FT=10% LUMBER- TOP CHORD 2x4 SPF No.2 10)Al Plates 20 Gauge Unless Noted BOT CHORD 2x4 SPF No 2 FORCES. (lb)-Max.CompJMax Ten-Al forces 250(lb)or less except when shown. OTHERS 2x4 SPF Stud WEBS LOAD CASE(S) BRACING- 24=272/168 TOP CHORD Standard Structural wood sheathing directly applied or 6-0.0 oc purlins NOTES- (10) BOT CHORD 1)Wind:ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5 Opsf,h=25ft;Cat II,Exp B, Rigid ceiling directly applied or 10-0.0 oc bracing. enclosed,MWFRS(low-rise)gable end zone and C-C Exterior(2)zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber REACTIONS. (Ib/size) DOL=1.60 plate gnp DOL=1.60 1 = 168/9-7-3 (min.0-1-8) 2)TCLL-ASCE 7-05,Pg=30.0 psf(ground snow),Pf=23.1 psf(flat roof snow), 3 = 168/9-7-3 (min 0-") Category II,Exp B;Partially Exp.,Ct=1.1 4 = 409/9-7-3 (min.0-1-8) 3)Unbalanced snow bads have been considered for this design. Max Harz 4)This truss has been designed for basic load combinations,which include cases with 1 = -104(LC 7) reductions for multiple concurrent live loads. Max Uplift 5)Gable requires continuous bottom chord bearing. 1 = -76(LC 9) 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with 3 = -82(LC 10) any other live loads. 4 = -134(LC 9) 7)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all Max Grav areas where a rectangle 36-0 tall by 1-0.0 aide will fit between the bottom chord and 1 = 171(LC 13) any other members 3 = 171(LC 14) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 4 = 409(LC 1) withstanding 1001b uplift atloint(s)1,3 except Qt=1b)4=134 9)This truss is designed in accordancewith the 2009 International Residential Code sections R502.11.1 and R802.10 2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 V09 Valley 2 1 Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industries,Inc Tue Mar 29 12 44 46 2016 Page 1 ID 37MyLKzOD8mkDaO?SInWluzcvZo-l?UdNRRbDLCYeTW9ANbinvZnhBv5tuGLun3ZNQzW4g7 3-10-4 i "j-8-8 3-10-4 3-10-4 4x4 Scale=1:15.0 2 7 7.00 12 s - T 1 , 5 CN STI 8 3 1 m c �O 0 4 2x4 i 1x4 11 2x4 0-Qr10 7-8-8 0-0-10 7-7-14 LOADING(psf) TC231 SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Vd PLATES GRIP (Ground Snow-30.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 100 Lumber DOL 1.15 BC 0.09 Vert(TL) n/a n/a 999 BCU- 0.0' Rep Stress Incr YES WB 004 Horz(TL) 0 00 3 n/a n/a BCDL 100 Code IRC2009/TP12007 (Matrix) Weight 19 lb FT=10% LUMBER- TOP CHORD 2x4 SPF No.2 NOTES- (10) BOT CHORD 2x4 SPF Not 1)Wind ASCE 7-05,120m h TCDL=4.2 sf BCDL=5 0 sf h=25ft,Cat II, OTHERS 2x4 SPF Stud enclosed,MV,/FRS ow-nse able end zone and C-C Extenor 2 zone,canbble 8, left TOP CHORD and right exposed;GC form members and forces&MWFRS forreactionsshown;Lumber Structural wood sheathing directly applied or 6-0-0 oc purlins. DOL=1.60 plate gnp DOL=1.60 BOT CHORD 2)TCLL.ASCE 7-05,Pg=30.0 psf(ground snow);Pf=231 psf(flat roof snow); ceiling Rigid di Category II,Exp B;Partially Exp.,C1=1.1 g g redly applied or 10 0 0 oc bracing. 3)Unbalanced snow bads have been considered for this design. REACTIONS. (Ib/size) 4)This buss has been designed for basic load combinations,which include cases with 1 = 151/7-7-3 (min.0-1.8) reductions for multiple concurrent live loads 3 = 151/7-7-3 (min 0.1-8) 5)Gable requires continuous bottom chord bearing 4 = 269!7-7J (min 0-1-8) 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with Max Horz any other live loads 1 = -80(LC 7) 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all Max Uplift areas where a rectangle 3-60 tall by 1440 Hide will fit between the bottom chord and 1 = -84(LC 9) any other members. 3 = -86(LC 10) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 4 = -70(LC 9) withstanding 100 Ib uplift atjoint(s)1.3,4 Max Grav _ 9)This truss is designed in accordance with the 2009 International Residential Code 1 = 151(LC 1) erections R50211.1 and R802.10 2 and referenced standard ANSI/TPI 1. 3 = 151(LC 1) 10)All Plates 20 Gauge Unless Noted 4 = 269(LC 1) LOADCASE(S) FORCES. (lb)-Max Comp/Max.Ten.-All forces 250(lb)or less except when shown Standard Job Truss Truss Type Qty Pty 34238 V10 Valley 2 1 MATTITUCK OFFICE Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industnes,Inc. Tue Mar 29 12 45 212016 Page 1 ID:37myLKzOD8mkDaO?slnWluzcvZO-Dk5s)PsYz5caLshtjD)wiHVn RIp9a)bVykl w5uzW4pS 2-10-4 1 "-8 2-10-4 - 2-10-4 3x4 Scale=1:12.3 2 7.00 12 T 1 3 1 m B1 m Q zo 0 0 2x4 2x4 0-900 5-8-8 0-0110 5-7-14 Plate Offsets(X,Y)— [2 0-2-13,0-1-81 LOADING(pst) TCLL 231 SPACING- 24)-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP Plate Grip DOL 1.15 TC 009 Vert(LL) Na Na 999 MT20 197/144 (Ground Snow-30.0) TCDL 100 Lumber DOL 1.15 BC 0.23 Vert(TL) Na Na 999 BCLL 00• Rep Stress Incr YES WB 0.00 Horz(TL) 000 3 Na Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 13 Ib FT=10% LUMBER- TOP CHORD 2x4 SPF No 2 NOTES- (10) BOT CHORD 2x4 SPF OTHERS Stud 1)Wind.ASCE 7-05;120mph,TCDL=4.2psf,BCDL=5.0 sf,h=25ft,CaL ll, BRACING. 2x4 SPF Stud enclosed,MIWFRS(low-rise)automabc zone and C-C Exxtenor(2)zone,cantilever ve left TOP CHORD and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber Structural wood sheathing directly applied or 58-8 oc pudins. DOL=1.60 plate grip DOL=1 60 BOT CHORD 2)TCLL ASCE 7-05,Pg=30 0 psf(ground snow),Pf=23.1 psf(flat roof snow), Rigid ceding directly applied or 104-0 oc bracing. Category Il,Exp B,Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. REACTIONS. (Ib/size) 4)This truss has been designed for basic load combinations,which include cases with 1 = 200/57-3 (min 41-8) reductions for multiple concurrent live loads. 3 = 200/57-0 (min 41-8) 5)Gable requires continuous bottom chord bearing. Max Horz 6)This truss has been designed for a 10,0 psf bottom chord live bad nonconcurrent wrath 1 = 56(LC 8) any other live loads Max Uplift 7)•This truss has been designed for a Ince bad of 20.Opsf on the bottom chord in all 1 = -84(LC 9) areas where a rectangle 3-6-0 tall by 1-0-0 vide will fit between the bottom chord and 3 = -84(LC 9) any other members Max Grav 8)ProAde mechanical connection(by others)of truss to bearing plate capable of 1 = 200(LC 1) withstanding 100 Ib uplift atloint(s)1,3. 3 = 200(LC 1) 9)This truss is designed in accordance with the 2009 International Residential Code sections R50211.1 and R802 10 2 and referenced standard ANSI/TPI 1. FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown 10)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard 1 Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 V11 Valley 2 1 ' Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MTek Industries,Inc Tue Mar 29 12-45 47 2016 Page ID 37myLKzOD8mkDaO?slnWluzcvZo-SkghBlAsr4uuTrgtEhBOmmaElnikgTlKwmKIONzW4p2 1-10-4 , 3=8-8 , 1-10-4 1-10-4 2 3x4 Scale=1:7.6 7.00 12 T 1 3 1 B1 4 Io 0 0 2x4 2x4 (0-1-8) (0-1-8) 0-9110 3-8-8 0-0-10 113#/-48# 3-7-14 113#/-48# Plate Offsets(X,Y)-(2 0-2-13,0.1-81 LOADING(psf) SPACING- 24).0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 003 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow 300) Lumber DOL 115 BC 0.07 Veit(TL) n/a n/a 999 BCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCU- 0.0' Code IRC2009/TPI2007 BCDL 10 D (Matrix) Weight 8 Ib FT=10% LUMBER- TOP-CHORD 2x4 SPF No 2 NOTES- (10) BOT CHORD 2x4 SPF No. 2 1)Wind ASCE 7-05,120mph,TCDL=4.2psf,BCDL=5.Opsf,h=25ft,Cat II,Exp B, BRACING enclosed,MWFRS(lovfnse)automatic zone and C-C Exterior(2)zone,cantilever left TOP CHORD al wood sheathing directly applied or 38 8 oc pudins. and right exposed,G-C for members and forces&MWFRS for reactions shown,Lumber BOT C BOT CHORD DOL=1.60 plate grip DOL=1 60 Rigid ceding directly applied or 1110-0 oc bracing. 2)TCU-*ASCE 7-05;Pg=30.0 psf(ground snow);Pf-23.1 psf(Oat roof snow), Category II,Exp B,Partially Exp.,Ct=1.1 REACTIONS. (Ib/size) 3)Unbalanced snow loads have been considered for this design. 1 = 113/3-7-3 (min.0-1-0) 4)This truss has been designed for basic load combinations,which include cases with 3 = 113/3-7-3 (min 01 8) reductions for multiple concurrent live loads. Max Horz 5)Gable requires continuous bottom chord bearing. 1 = _ 32(LC 7) 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Max Uplift any other live loads 1 = -48(LC 9) 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all 3 = -48(IC 9) areas where a rectangle 3,&0 tall by 140-0 vide will fit between the bottom chord and Max Grav any other members. 1 = 113(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 3 = 113(LC 1) withstanding 100 lb uplift at)omt(s)1,3 9)This truss is designed in accordance with the 2009 International Residential Code FORCES. (lb)-Max.Comp./Max Ten-All farces 250 Ob)or less except when shown, sections R502.11.1 and R802 10 2 and referenced standard ANSI/TPI 1 10)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 V12 GABLE 2 1 Job Reference(optional) Truss Engineenng Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MiTek Industnes,Inc Tue Mar 29 12 46 28 2016 Page 1 ID 37myLKzODBmkDaO?slnWluzcvZo-mdfBnJgaBg24t9J18oQdwQnF4JkOnOQMMfmzxVzW4oP 4-4.4 I 8-8-8 4-4-4 4-4-4 4x4 Scale=1:16.7 3 11 7.00 12 10 1x4 11 12 4 1x4 II 2 � 1 ST2 ST1 ST1 6 • 1 U Ll c =o o c 8 7 6 2x4 i 1x4 I I 1x4 I I 1x4 I I 2x4 8-8-8 , ' 8-8-8 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCU- 231 Plate Grip DOL 1.15 TC 005 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow-30 0) Lumber DOL 1.15 BC 0.03 VertR) n/a n/a 999 BCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0 00 5 n/a n/a BCU- 0.0' BCDL 10.0 Code IRC2009/TP12007 (Matnx) Weight 24 Ib FT=10% LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 2)TCLL:ASCE 7-05,Pg=30.0 psf(ground snow),Pf=23.1 psf(flat roof snow), OTHERS 2x4 SPF Stud Category 11,Exp B,Partially Fes.:Ct=1.1 BRACING 3)Unbalanced snow loads have been considered for this design. TOP CHORD 4)This truss has been designed for basic load combinations,which include cases with Structural wood sheathing directly applied or 6-0-0 oc pudins. reductions for multiple concurrent live loads. BOT CHORD 5)Gable requires continuous bottom chord beanng. Rigid ceiling directly applied or 10.0.0 oc bracing 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. REACTIONS.All beanngs 8.8.8. 7)•This truss has been designed for a live bad of 20.0psf on the bottom chord in all (lb)-Max Horz areas where a rectangle 3-6-0 tall by 1-0-0 vide will fit between the bottom chord and 1=-92(LC 7) any other members. Max Uplift 8)Provide mechanical connection(by others)of truss to beanng plate capable of All uplift 100 Ib or less at joint(s)1,5 except 8=133(LC withstanding 100 lb uplift al loint(s)1,5 except Ot=1b)8=133,6=133. 9),6=133(LC 10) 9)This truss is designed in accordance with the 2009 Intemational Residential Code Max Grav sections R502 11.1 and R802.10.2 and referenced standard ANSI/TPI 1 All reactions 250 Ib or less at joint(s)1,5,7,8,6 10)All Plates 20 Gauge Unless Noted FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) Standard , NOTES- (10) 1)Wind ASCE 7-05,120mph,TCDL=4 2psf,BCDL=5 Opsf,h=25ft,Cal Il,Exp B, enclosed,MWFRS(low-nse)gable end zone and GC Exlenor(2)zone,cantilever left and nght exposed,GC for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate gnp DOL=1.60 Job Truss Truss Type Qty Ply MATTITUCK OFFICE 34238 V13 Valley 2 1 Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 Mi rek Industries,Inc Tue Mar 29 12 47 01 2016 Page 1 ID 37myLKzOD8mkDaO?slnNAuzcvZa-Iz8g)c4GQpCOLDK5aDWNmNfsVcz4OxpDxHGDb5zW4nu 3-4-4 6-8-8 3-4-4 3-4-4 4x4 Z�- Scale=1:13.6 2 7.00 12 05 T 1 ST1 3 1 • m c =o 0 c 4 2x4 1x4 II 2x4 0-QT10 6-8-8 0-01-10 6-7-14 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) I/defl Ud 'PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow 30.0)00 Lumber DOL 1.15 BC 0.07 VertNa Na 999 BCDLL 10.0' Rep Stress Ina B YES W 004 Horz(L) 0.00 3 Na Na BCDL 10'0 Code IRC2009/TP12007 (Matrix) Weight 17 Ib FT=10% LUMBER- TOP CHORD 2x4 SPF No.2 NOTES- (10) BOT CHORD 2x4 SPF OTHERS Stud 1)Wind ASCE 7-05,120m h TCDL=4.2psf;BCDL=5.Opsf,h=25ft,Cat.II, BRACING- 2x4 SPF Stud enclosed,MWFRS(low-nse)automatic zone and C-C Extenor(2)zone;CantileverExp left TOP CHORD and right exposed,C-C for members and forces 8 MWFRS for reactions shown,Lumber Structural wood sheathing directly applied or 6-0-0 oc pudins. DOL=1.60 plate gnp DOL=1.60 BOT CHORD 2)TCLL ASCE 7-05;Pg=30.0 psf(ground snow),Pf=23.1 psf(flat roof snow), Rigid ceding directly applied or 10-0-0 oc bracing. Category II,Exp B,Partially Exp.,Ct=1.1 3)Unbalanced snow bads have been considered for this design REACTIONS. (Ib/size) 4)This truss has been designed for basic load combinations,which include cases with 1 = 129/6-7-3 (min.0-1-8) reductions for multiple concurrent live loads 3 = 129/6.7-3 (min.0.1-8) 5)Gable requires continuous bottom chord bearing 4 = 228/6-7-3 (min 0-1-8) 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Max Horz any other live loads. 1 = -68(LC 7) 7)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all Max Uplift areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and P any other members. 3 = -74(LC 9LC ) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 4 = -58(LC 9) withstanding 100 Ib uplift at)oint(s)1,3,4 Max Grav 9)This truss is designed in accordance with the 2009 International Residential Code 1 = 129(LC 1) sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3 = 129(LC 1) 10);411 Plates 20 Gauge Unless Noted 4, = 228(LC 1) LOAD CASE(S) FORCES. (lb)-Max CompJMax Ten.-All forces 250(Ib)or less except when shown. Standard ' ` r, Job Truss Truss Type Qty Ply MATTITUCK OFFICE , 34238 V14 Valley 2 1 Job Referenceo honal Truss Engineering Corp,Indian Orchard,MA 01151 7 640 s Oct 7 2015 MTek Industries,Inc.Tue Mar 29 12 4729 2016 Page 1 ID 37myLKzOD8mkDaO?slnVvluzcvZo-TMgFbAPrgQkQIXTUD60xuHpgeuWYacHKNe2haTzW4nS 2-4-4 -'4-8-8 2-4-4 _ 2-4-4 2 Scale=1:9.0 3 7.00 12 T 1 3 1 131 m C IO 0 2x4 G 2X4 4-7-14 4 $ 4-7-14 0-0-110 _Plate Offsets(X,Y)—(2 0-2-130-1-81 LOADTCLL (psf) 231 SPACING- 2-0A CSI. DEFL in (loc) I/deft Ud PLATES GRIP (Ground Snow=-30 0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TQ n1a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0 00 3 n/a n/a BCDL 100 Code IRC2009fFP12007 (Matrix) Weight 101b FT=10% LUMBER- TOP CHORD 2x4 SPF No.2 NOTES- (10) BOT CHORD 2x4 SPF No.2 1 Wind ASCE 7-05,120m h TCDL=4.2 sf,BCDL=5 0 sf,h=25ft,Cat II,Ex B, BRACING enclosed,MWFRS low-rise automatic zone and C-C Exxteno 2 zone;cantilever left TOP CHORD (low-rise) K ) Structural wood sheathing directly applied or 4-8-8 oc purlins and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber BOT CHORD DOL=1.60 plate gnp DOL=1 60 Rigid ceiling directly applied or 10-0-0 oc bracing. 2)TCLL ASCE 7-05,Pg=30 0 psf(ground snow).Pf=23.1 psf(flat roof snow), Category 11,Exp B;Partially Exp;Ct=1.1 REACTIONS. (Ib/size) 3)Unbalanced snow bads have been considered for this design. 1 = 156/4-7.3 (min 0-1-8) 4)This truss has been designed for basic load combinations,which include cases with 3 = 156/4-7-3 (min.0-1-8) reductions for multiple concurrent live loads Max Horz 5)Gable requires continuous bottom chord bearing. 1 = 44(LC 8) 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Max Uplift any other live loads 1 = -66(LC 9) 7)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all 3 = -66(LC 9) areas where a rectangle 3.6-0 tall by 140-0 vide will fit between the bottom chord and Max Grav any other members 1 = 156(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 3 = 156(LC 1) withstanding 100 lb upliftatloint(s)1,3. 9)This truss is designed in accordance with the 2009,Intemational Residential Code FORCES. 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'; . • $ . d I tAs1aE 1004.1.1 11�11NIM11M UNIFORMLY DISTFtIBl17ED LIVE LOADS/(tD BUxLI?Ii�TG CODE NOTES . . -1A4i WN FLOdA AREA ALLOWANCES PER CiCCUPA T MINIMUM CQNCENt.RATED LIVE LOADSB µ 604.5.1 Ffxe'd Side Wal!Grab Bars.Fixed side- .604.5.2'Rear Wall Grab Oars.The rearwall grab GENERAL IlVUTES � . FLOOR AREA IN SQ. UNIFOW f: AAEK_'ATEO ,wall grab-bars shall be 42 inches(1065 mm)min- bar,shall be 36 inches (915 mm) minimum in . - . . Ftifi=dhCP'SPACE R.PER OCCUPANT OCCUPANCY OR USE loaf} (w..l . . :!mum in length, located 12•inches (305 mm) length, and extend from the centerline of the (Building -Codi of �?e1At YorI State .2010 i?ciftion.) _ ' Accessory storage wm.mecbanieal 9manuNcturptg . • maximum from the rear wall and extending,54 water closet 12inches(305mm)minimum onthe 1 . All construction shall be in coIliipliance with all required 74 ,�,�'\'° ' equipment room 3008 • �y 250 3.000 inches(1370-mm)minimum from.the rear wall.In side closest to the wall,and 24 inches(6.*0 rr,:i.) sections of Buildin Code of N.�.S. , A.C.T. Reinforced I i 300 gross 'ag''t ' 2'0°° addition,a vertical grab bar 18 inches•.455 mm minimum on the transfer side. 1 . Occupancy classificatioi PER SECTION 304 'Btsifress Group " B " g Agricultural building zst�Sarquaea �s - _ 9 ( ) Concrete Building Code, A.T.S.C_ Structural Steel Manual q minimum in len th'sheill be mounted - , I " r.,,rZ ,/ i Aircraft: 500 gross 26.Ofrcebuitdings g EXCEPTIONS: and Steel Joist Instit:e Specifications. t- ! A rril'_'RO ED A S 1'f0ii.•LD tom of the bar located between.39 thches.(990 2. Construction Classification Per TABLE 601 Wood Frame , Airport terutinal corridors above first floor 80 2,000 t mm and 41 inches 1040_mm :aboveAhe 1166r,. Baggage claim 20#oss Facaudcomputerroomsshatlbe ) ( ) ' , 1. The rear grab bar shall be permitted to I • • Type " V-B t' 2 Al + 1 construction is to be in accordance with prevailing G DATE:- .F designed for and with .the.center line. of the:bar located g p - ` Baggage handling 30ogross onandeipataioeeDp.hey _ e ren 39 inches 990 mm an inches. ' be 24 inches (610 mm) minimum in P �! �� codes and standards. When buildii ng in other jurisdictions Concourse TOO gross lobb;ea,ndiintnDDr crttriaors too z000 length, centered on the water.clostet, 3. Allowable height .arid Build3rig Area per TABLE 503 Gross B variations or ad ustments ma be re uired. Verify any such FIEF'�ok_,2, d Bti': waipn . 15 gross (1040 mm)from the rear wall, rc fr j Y q �,,, r - F g offices. 50 2.00o where wall Type V-1 Construction requirements ,with the local coder or enforcement officer. � ; N'_., 6,, L.• ' ��_rAFI, v:r' - nT Assembly EXCEPTIONS: bar 36 inches (915 mm) minimum in Permitted Stories TWO `(6�.-".s,'?"' r.%,",A •'; 4 P"v'� FO!� TIDE 27.Peaalitutirutiom ' Gaming floors(keno,slots,etc.) 11 gross Cell blocks 40 . F '= "�'''�= Assembly with fixed seats see section 1004.7 Corrieon too 1. fn Type A and Type B units, the vertical length due to the location of a recessed Permitted Floor Area 9.,000 sq. ft. per floor 3. All materials and methods of cornstruction for this project , -,, 1 w fixture adjacent to the water closet. 1 ""'° ' ;'� : � 4• Assembly without fixed seats za.Residential - grab bar component.Is not required. f� �� must conform 'to the requirements of all applicable federal, r One-and two-fanitydwellings 2. in a Type A or Type 8 unit the rear grab (Proposed Occupancy B ) state and local ordinances F;.:: :•,;,_'r;=.: ,�`'•CRe�= Conci:ntrated'(ch0p owy-trot fixed) 7 net ha Yp 9 2 H'��G�t - F��,1::"�'_=: � Pll;te��iidG Standing space �net _ Uninhabitable-�cticswithoutstoragei .10 2. In a Type 8 unit,when a side wall is not bar shalt be permitted to be 24 inches '{Proposed Constrl�etioh Type V-B j •. • I. Uninhabitablemics with limited . 20 available for a 42-inch (1065 mm) grab • 3 1^, r,,,_)N Unconcentratrd(ta@irs slid chairs) 15 net storageLIA bar, the sidewall grab bar shall be per- on t e w minimum in length, centered (Proposed Stories Two) 4. All materials far this project Slhall be installed in �',,,,i!1,� �USi Bowling Habitable Attie and sleeping arm 30 on the water closet, where wall space , (Proposed Floor Area 4,902 s ft. First Floor) tom lianee with manufactures s e•cifications an 4. F i!v r;!. - �.;:.,"•��;i,; "' '' !'�'t - $owlin •milted to.be 18.inches (455 mm} mini- q P -,- -r_ lane including l5 feet of runway,and for All other arw~t-eptl�niesOd 40 , does not permit a•grab bar 36 inches {�ropgsed >,�oor Area 4, 504 sq. ft. Second Floor) p d 6= C..) L-, "`1 additional areas 7 net decks " •- . mum in length, located 12 inches (305 recommendations. . P ' '"ET THE xo:a�a.t�tmniFr,;itiydwelings mm) maximum from the rear wall and (9i5 mm)'minimum tri length. ALI- C-0';'E'll,-!J-- Si AL11 ME Busitiessareas 100 gross 4. Minimum Uniforml • � . . - . L REQUI;�E1,�4'Y�y U1 THE CODES CF NEW 'Nva`erooms corridors 40 t extending 30 incites(760 mm)minimum 3. Where an administrative authority y Distributed Live Loads And Minimum 5. The Architect or Engineer assumes no responsibility for Counttoms-•••oflmthan fixed seating areas 40 net serving then from-the re uiresffushcontrolsforflush-VL--.esi� Concentrated Live Loads Per TABLE 1607.1 YORK STATE. NOT rsrSPOivS!BLE FOR bay care 35 net Pablicrogmsaicomidrus too construction means, methods, techniques, sequences, or DESIGN OR CONSTRUCTION ERnORS. serving them be located in a position that conflicts wiith Office Use: Uniform floor load 50 psi. procedures or for safet DormitoAes .50 gross 39-.41 the location of the rear grab bar, that Concentrated load 2,000 lbs. y precautions and program in 29.Reviewing 990-1040 g connection with work. There are no warranties nor an . Pdticatiottal bleachers Note c 54 min 'E,n grab bar shall be permitted to be split or , y 1:terchandibility of fitness fora specific use ex ressed ar . Classrooth area . - 20 net 30.Roofs ". 12 max 1370 00 v shifted to the open side of the toilet area. 5. Ground Snbw Load Per F dURE 16 08.2 P sho aiid'otlicrvii aiiotialroozitam" 50iiet Au roof surfacesvx jft to maintenance Soo - I . - implied in the use of these plans. 305 20 PSF Min• Req d COMPLY WITH ALL CODES OF Exercise•tooms •50gfoss `"°`iC°n 36 min 6. The architects or engineers Awnings and ca;i,ias 42 min g certification applies only to 1 F NEW YORK STATE & TOWN CODES H=5 Fabrication•and manufacturing at= 200 gross Fabric constiutons•apporcedbya 5 1065 915 12 min 6. Basic -Wind Speed (3-secgrld, gi;gt) Per Fi 'ure 1 609 iightweightridsreletonstrucutre uonredueeabte . 305 P g this plan. Alteration of this document, except by a •licensed Industria]areas 100 gross 120 MPH Min. AS REQUIRED AND CONDITIONS-OF � A,1Diherconsn�•t1c", 20 � 26�n � Broposed .building was designed for a minitxlum wind speed - professional Architect or Engineer is illegal. Institutional areas •Ordinary fiat.pit,M.i d curved rbots 20 o' . Section 609.a SOUTHOLD TOM,ZBA Inpatient treatment areas 240 gross Primary trot ma°b-r aposed to a N t a' of 12 0 MPH • � .- 7. hrchitects ar Engineers seal and si nature only good for Outpatient areas • 100 gloss work ft " cR c, t g SOUTHOLDTOLVl'lR� ,',%1 single Panel i 1 + CD o initial use of drawin s. Changes alterations or revisions to GEOARD Sleeping 1�ogioss re o a, 7. Building Ex osure Cate or Per Section 1 b09.1 . 1 .1 g rooftrusaesDtuyprilltdoag �, o� b t g p g Y �� �� re--use of drawings without ArchiitectS or Engineers approval SOUTHOLDTOi14TRUSTEES Kitchens, 200 gross prlluarystruct=ntmrmbers - $ �r Proposed structure is located in Exposure B : voids Seal and Si nature on same. c �/+ library supporting rota• - Lb 0 I g N.Y.J.DEC Reading twins 50 net oyer msaufactul�.r,rarsse co M C Stack area 100 gross ° warehouses.a.ix+�pair garages 2.0!Xf �� °� 8. Allowable FouildatioI iiid Lateral Pressure Per TABLE 1804.".2 8. contractor to verify all dimensions and conditions, before Allotheioccupt!c 3au i '' o ; Allowable Foundation Pressure = 2 000 sf.. min. I:ockertoottis 50 gross Roofs used forov.,t. dal . fig.604:5:1 M o - P uanstruction, and notify the architect or engineer of any >K purpose: x«et Note SldB VI►all'Grab Bar for Water Clotiet M Allowable Foundation Presslil e = 3 000 psi. max. Mercantile Roots used for pr.u•.v le purposes 60 t i discrepancies. Do not scale drawings, follow dimensions Areas on doter Yloors 60 gross Roofs used for rot g odem or too' - � '' nnl y. Weinentandgrade'floorareas 30 gross assemblypurpo"' 9. Provide protection of all openings for wind-borne debris OCCUPANCY 01� . Storage,stock..shipping areas 300 gross , ' 604,7 Dispensers. Toilet paper dispensers shall : a,-�•-..��.;�.--;.. PER TABLE 160.9.1 .2 WIND-BORNE DEBRIS PROTECTION FASTENING 9. All Plumbing is to conform to N.Y S and Local Plumbing Code USE IS UNLAWFUL ParUnggarages 200 gross comply with Section 3D9:a and shall tae 7 inches _... . SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,a x'equirements. • Residential 200 gross (180 mm) minimum and 9 inches (230 mm) maxi- 10. Electrical work to conform to the Nat ' WITHOUT CERTIFICATE Skating rinks,swimming pools'' .. mum in front of the water closet measured to the . Rink and 1 50 ss centerline of the dispenser. The outlet of the.dis- conal Electric Cade and OF OCCUPANCY Decks: l., 15 gross ,,, penser shall be 15 inches (380 mm) minimum and applicable Local Codes. ' stage's aad pladofths 15 net 48 inches(1 220 mm)maximum above the floor,and 11 . ' All framing lumber to be Doug / Fir 75% #1 and 25� #2. • shalt not be located behind the grab bars.Dispens- TABLE 1609.1.2 � Warehouses 500gross ers shall not be of a type.that control delivery,or do WIND-PORNE DE5RIS PROTECTION FAS'TENIN`G to'H'EQULE For S1:-1 squat . not allow continuous.paper flow. , . 1 . FOR WOOD STRUCTURAL PANELS'6b,O•d 12; Ail footings to rest on virgin sail or compacted per code. FASTENER SPACING G(inctria) 13. Bearing capacity of soil shall confor PLUMBER CERTIF,�CA _- '7 FAg1 N1R PattilSpan 4faat< Bitot<Partal m to buildi.n code, ON rCONTE[ TYPE S 4 fast Picnil Span S 6 flit Span S 8 fiat g CEPTJt^;rGA l'-�=OF C)r;,- � . ;,'`.':;Y . SOLDER D 1. No.6screws 16 I6 2 14._. T11 is 3,500 P.S.I. . @ 28 da - concrete min �R (rc•r •,� No.8 screws I6 1 Y • SUPPLY UPPL Y S 1c T�A'-1 -,,/, ,'.`'.��,.,i - For S1: 1 inch-25.4 vw16 1 foot a 304.8 mm.I pound a 4.4 N.J. mile pet ` 11S. A.1.1 lumber and 1 . _ _. bm-.0.44„9S• P Ywoad must be grade stamped. r ; M;._ , % *.This table is based on a maximum wind speed(3•secoAd Fast)of 130 mph EXCEEQ�/1� CF ' D. And mean roof height of 33 feet or less. 16. 17c; ible sUpp'O>'t stud under Rll headers 6 ft• and larger. - fQ6 I.aV$tOrieS and Sinks b.'Fasteners shall be installed at opposing ends of the wood structural.panel. Fasteners shall be located a minimum of Z.inch from(ire edge of the panel. shall General. Accessible lavatories and sinks c.Fasteners shall lie long enough to penetrate through the exterior wall 17. Double framing Itte>Ynbera around all openings d11C1 below PL�JIVIBI�dC shall comply with Section 606. covering a minimum of 1.75 inches into wood wall flaming;a minimurtz pdtra ilei PartitiOtlS. ALL PTU^/7 LINEBING WASTE of 1.25 incites info concrete block or concrete,or into steel framing by at 506.2 Clear-Floor Space.A clear floor space tom- least three threads.Fasccriers ensu be locac¢d a rrgtttmum of 2.5 tnchas &WATER 8- LINES NEED plying with Section 305.3, positioned far forward from the edge of concrete block or concrete. 18. - Simpson Strong-Tie Connectors regluired on all structural 'TESTI"�G BRi C fl rO,:' F',!!iCa d,where screws are attached ro nmwnty Qr tt:asomy/stucco,they shall*be at and load path carrying eondil:ion5. approach, shall be provided. Knee and toe clear- � attaches ,utilizing vibration-resistant s<nchors having a minimum. ance complying with Section 306 shall be provided. . • The dip of the overflow shall not be considered in withdrawal capacity of 490 pounds . ELECTRICAL determining knee and tots clearances. 19. A�.1 interior headers to he ( 2 ) ( 2 x' 8 } except as . rioted ,on plan. INSPECTION REQUIRED EXCEPTIONS: - 1. A parallel approach complying with Section 20. All exterior- head,•ers to be ( 3 } ( 2 x 12 ) extant as 305 shall be permitted to a kitchen sink iii a space where a cook top or conventional It• =ed Qf1 plan. range is not provided. _ 21 • SmolcEt and Carbon Monoxide Detecting device electricall TRUSS PLACARDCNG REQUIRED . ' 2. The requirement for knee and•toe clear- ries,faucets and soap'dispenser controls shall have - Y ance shall not apply to a lavatory in a toilet a reach depth of 1'1 inches(280 mm)maximum or,if EPE$CY NOTES t>P�'7"sled, ns tat led per code. and bathing facility for a single occupant, automatic,shall be activated within a reach depth of accessed.only through a private office and - f l inches(280 mm)maximum.Water and soap flow 22• x',3.1 Path rooms must b'e provided with a fan vented to t not'for common use or public use. shall be provided with a reach depth of 11 inches The follcwi{ig draiw1figs have been .prepared to meet all e?c re='�-or per code. FIRE INTPECTIONI (280 mm) maximum. xequirements of the 2012 International Energy Conservation � z_ �iEO ii .rl� ��FORE 3. A knee clearance of 24 inches (610 mm) Code Commercial Provisions only Chapter 2. • ? •+ structure is designed to specifications from the OPENING minimum above the floor shall be permitted. EXCEPTION:In Type A and Type 8 units, reach by the N.Y.S. 2014 Supplement.Y P { 4 ) ' as .modifiedIt , at lavatories and sinks used primarily by rangeforlavatoryfaucetsandsoapdispensersis t Code of New York State 2010 edition and �v ' . :i,,aternational E?r�ergy Code Commercial Provisions children ages 6 through 12 where the rim or not required. counter surface is 31 inches (785 mm) Pro j e.ct in Zoete num.)aer ( 4 } �t -�pier { 4 ) - 606.6 Exposed Pipes and Surfaces.Water 24. P-' +Ings Mechaylical, Electrical Li htin maximum above the floor. and drainpipes under lavatories and sinks shall be 4. A parallel approach complying with Section insulated or otherwise configured to protect against PER TABLE C4 f�.2.2 OPAQUE THERMAL ENVELOPE R1.EQUIREMENTS r g g, and Site 305 shah be permitted at lavatories and contact. There shall be no sharp or abrasive sur- L• iTnc , must conform to the 2012 International Energy ITEM REQUIR>rD PROVIDED anon Code Comrtiercial sinks used primarily by children ages 5 and faces under lavatories and sinks. provisions on•1y Chapter • younger. 606.7 Operable Parts.Operable parts on towel dis- �- � `5' But'1 u.'n ATTIC _ perrn3.t x'equa.red Prior to the start of any work: • 5. The requirement for.knee and toe clear- pensers and hand dryers shall comply with Table R - 38 R _ 3g ance shall not apply to more than one bowl 606.7. . • I of a multibowl sink. WALL R -- 20 R _ 21 • 6'. A parallel approach shall be permitted at SLAB R - 10 R _ 10 _ . i wet bars. -• 2 '-0" VEFtTiCAL 3 '-0" VERTICAL 606.3 Height.The.frontof lavatories and sinks shall • be 34-Inches(865 mm) maximum above the floor, . .. . measured to the higher of the rim.or counter sur- l , fade.. I .. . '! . EXCEPTION: A lavatory in a toilet and bathing • ' facility'for a single occupant, accessed'only ro • through a private office and not for common use , E to 4 " - ---. . • or public use,shall not be required to comply with A .. . I�'rERIOR FINISH CLASSIFICATIONS . Section 606.3. �- 1264.4 Identification of truss type constnfctton.(a)Truss type construction shall be identified . 11 -by a sign or signs in accordance with the provis7ons of this Part. TABLE 503.5 606.4 Faucets. Faucets shall comply with Section - • . INTtRIOA WALL AND CEiLINa'FfhiSl9 REQUIREMENTS BY OCCUPANCYk • 309.Hand-.operated metering faucets shall remain . b S1 ns shall be affixed'where a buitdt or SPRtNKt ERE_ open for 10 seconds minimum. I ) B ng portion thereof is classified � .• NONSPRINKtERED . as Group A,B,E,F,N,I,M,or 5 occupancy,and in hotels and motets - r s'ri1 f9snres'an RpomWand Exlt ant iosurea andd ;W9Tr&P0 ftW 0.P6A otitis kia.$w Ton cuwr RAn oRAc�rT Tn dassifi as G onuP - *t V' a�sageiva,a��' Corridors ettcidsed st,pacai- exit passageways•t' Carrtdora ertiRoo m sand 1 . ., /Itomlw 4*WALt: &V 0VMt"A% ' 6E tNSTALLEDAS HEaD A60'•E _ '606:5.Lavatories with Enhanced Reach Range. Fig.606.3 ed roup R•1 or R•2 occupancy,in accordance with the provisions A , p owecnarir�►orealr•�tcRur►nlnaorstcc � , rtws,+co r,QOR tN OVLRHrAD Where enhanced reach range is re uired at lavat0- for the classification of buildings set forth in chapter 3 of the Buildin Code •. A'2 J. B C A • Be ; oEsusNLOAD+ @7AT1C,;;10?i!l* T? • SUPPORT TC BEPRoVWEDa. g q .Height of Lavatories and Sinks g . � . OENEPAI CONTRACT[-..R _. A of New York State(see 19 WCRR Part 1221). A.-3 A-4,A-5 ': , B C A A C (� {c)Signs shall be provided in newly constructed bultdfngs that utilize truss B,fi,lH,R-1,R•4 C C A B ' . . type construction and in existing buildings where an addition that extends , F C C C B C C ` • � .. or increases the floor area of the building utilizes trans type construction• __ II B B g C .....-.. • """'-"""""'� •_ _••_•,•__Signs shalt be affixed prior to the issuance of a certificate of occupancy or •r _ C A A $ a certificate of compliance. __ - _ _ ..._ "1.•1 C C A B. B Q VT2 B B g ,r A a . - . 1 - . " existence f tens Construction shall Consist of A B . „'� . .. -. _. ------ -. . . ... .. . .. _. ... ... --- .. _ ...... ...........- . .. - . . dre e6 to --.. __ . ti b.. _-__ (d)Signs aches fying t of ,with a stake wtdtl►of inch(12.7 - I A Ai A A B C . ,.`., al G Ir mm).The sign background shal fleove white in color.The circte and ^ I-4 B B B ' A ' . I�:" i � Contents shall De reflective red in color,conforming to Pantone matching "' A B g ._ 2 z E� system(PMS}#187.Where a sign is directly applied to a door or sidelight,it _,- C C C B B -'L 1S, w �I m r, „ may be a pemtanent non-fading sticker or decal.Signs not directly applied .I'• C C C• C C C . .� 8 , <5- $ RI,(1>f1R7'IER to doors or sidelights shalt be of sturdy,non•fading,weather resistant b, material1. "' C C C B B C ti b w= i f No restrictions . e:T `: -._ .-� No restrictions Z `" '` e Si s fdentl a•s;, { )Signs tying the existence of anus construction shalt captain the roman alphanumeric designation of the construction type of the building,in �! _ accordance with the provisions for the classification of types of . �,;,�r_ - , . . F"LECTIVE RED ROAAA ALPHANUMERIC construction set forth in section 602 of the Buttding Code of New York State . PANTONE DESIGNATION OF CONSTRUCTION see 19 NYCRR Part 1221 311 I,R.IOR FLOOR FINISH (�+s)Pin \ tom rents that are of truss constru�cNontias foltonws°n for tate structural [ , 4,` -,AAL S.MCKET MiillNTlii(3 SURFACE rand an a . FE BASED OF } , . �_ _ . . E BUILDING C OF N . . . . r •�";x r'> sis VDIM STATEN "F"shall mean floor framing,Including girders and beams secTlaN sas aur tiaAl . t "R"shalt mean roof framing r _ . . ..4'-2loe 70 t/4' • • . . "FR shall mean floor and roof framing .s•�tION 844 2 CLAS52FICATION . 2..trr. . :.•a•;tt-il�ckk autttult 2'1;1• I I . . Tib 4 constrtactton type deli nation shall be placed at the twelve o'clock "MIM. ,, g 6.3.WISE�^PN: AI11Uii RAILS KZFLF-Clnvx position over thestntcturalcomponentdesignation,whichsltaul>eplaced t %oI covering materials must he Class .x or. Class II . NN. . I I I is 2 YEo �Q zI. I . V fJ tiz� JACK t tez• itYHt71i at the six o'clock position. Ra,tl:81It"LT :. . ' ' . ftARkFCODR TfkWeL siMCwu-,r,a V .' 73i�•, .1 441'1,'.?"TiFCRAh .. 1. ??l6 y _ . (f)Signs identifying the existence of was conswxtlon shall be affixed in 541,t A ! the locations specified in Table l-12tS4. Har TteAVEC-. u,w �' '"" ,= r"," suits Plr ori a.c „ I. T A.T.- . W � 41< r . TonwierAVE1 "10 ... . - s 712 t3TR�KE - TABLE I-1264 . " ` TRUSS IDENTIFICATION SIGN LOCATIONS 4 w t DESIGNATION FOR STRUCTURAL " . b m Y ':• COMPONENTS TNAT ARE OF . ' Si n location Si lacement :.•c. r Wtf7E:, i x W..• . . OF t>sirAac�l BETWEEN O TRUSS CONSTRUCTION . 1. NNW WfLa ExceFus to is .iI.l'i. : erior building entrance doors, ttached to the door,or attached to a •: ; 44V0AkW,ANAb0171ONAL '^ W "F" FLOORFRAMINO INCLUDING + T xterior'exit discharge doors,and delight or the face of the bulEding,not . RAR its GT MU8 GIRDERS-AND Divii f4.IM AY «..� ri f doors .. •. sE.nlrovl0ro a or rag access to tai . . - "R" ROOF FRAMING a stairway re than 12 inches{305 rtun) 2 � "FR" FLOOR AND ROOF FRAMING rizontally from the latch side of the • . w S ;. . . f amb,and not less than 42 inches at u o (1524 mm)abov7 mm)nor e the are djoining int ng aw Udng a . i 14 _ rface. .. . . � i , I .�'. . . . . . . ., I :r a x�: +t tu` J � TRUSS IDENTIFICATION SIGN ltiple cootlguotu exterior building ttached•at each end of the row of doors iwFCEas 4 COMPLIANCE 1N1TH.19 IVYCRR FAf2T 1264 trance'or exit discharge doors at a maximum horizontal distance of . wrToarxa .. 12 feet(3.65M)between signs,and not iuutBFHifi.F clot+ lAWW-"a,,b",,:.Kk. -, • r than 42 incites(1067 mm}nor more - I 1. . . AT t••s•br.,QV.CAC,• ..._____:� - - , , • 60 inches(1524 mm)above the . ' `� d oinin waUcin -surface i:Ni8r,e ..-OCR:kVl. f41 Pt•EA&t3 vlNrv.' i Vii•.••• �, ,� � ., COOEt:.O1Vt53GN P - '�,� . ,. TRUSS O3I08I20O5 ire department hose connections ttacited to the face of the building,not' LE IDENTIFICATION SfGN DATE r-� ���, T I ..."., � .. � " ethan 12 inches(305 r6m) . . �J1E9F4 n I. 9 I I . . NEV4I► 11'#�►R�C S�TA,T 'DEPARTMENT OF STAT i«ttatty from the cancer tine of the U _1.-'-: . 1, :��, i -- 1 Off/; tON CF CODE ENFQR ire department hose connection,and . . . .1 . � ,_, 4_.�. __ - . .. :., �,-��,�.-.. . ,.I . . �. - I CEMENT t less than 42 Inch I A K anor I . '.;,,z• :o�rAR1N 4�:4TA'M:, - AND ADMINISTRATION re than 6oindtes(152es(I46mmmaboye pr;AY 1 6 2016 . 11, head adjoining Watkin surface F CL`AF R 14,!", t` . $0 tri' 3-.0"CiAAR(IPNG.' 3.5 314 .. . - it -,TGD Ps. • 1 T'L3t�'i�i1 SQUT11fJl.I) �, 1. + . ... ., , , . l�I` ts,T AYE-P 1 t' ' -- ' .. . .SECTlOKI V#EW . . 1 - . _. i{Ot'Tp sCAI ri ... . '. .. REVISIONS 3 / 21 / 2016 JV 'REVOIbN -DATE,: 3/21 /2016 3 / 25 / 2016 JV SHEET oNE 4/29/2016 JV (1 ) Revise building code analyzation and allowable height and building area. _ ? ( /201& JV tHEET # two (1 ) Add dimensions. (2) Add interior column locations. SHEET 0 THREE (1 ) Change interior column size. (2) Add densglass exterior sheathing type X 1 hour fire - rated, to all exterior walls. SHEET f`OUIR (1 ) Change interior size. (2) Add de.nsglass exteriot wall. sheathing type X 1 hour fire- rated, to all exterior walls. - �. • (3) add centerline dimensions to all interior columns. (4) Revise tenant occupancy. 5 F_GONU F= L- . G(=��-AQ F=-L., s SHUT FIVE (1 ) Same qs' sheet # four. WET # SIK Revise header loc.atio.0 and size of roof gable end dormers. .�- -- -�- --- "-1"_ I -- (2) Add densglass sheathing type X to all exterior walls. -�- (3) Add rest rooms. w C_. �.nv. w.c LAv: LX s # sivEN (1 ) Revise length o€ .exterior c,.olumns from b'-0" to 81-011. SB= # EIGHT Z n n Z rr rr Z r� (1 .) Same as sheet number seven ll �r NINE. I (1 ) Revise length of exterior ciolumos from 6 '-0" to W-0". M Revise interior column loca�tioh centerline. i (I) Change interior columns Size. (4) Add de'hsglss exterior wallsheathing to all exterior' walls typefire -rated min. ) (51 Add details 9-1 ,. 9-2, 9-3, and 9-4. LO 1 T I �^-� e ' i I — - - Ll..I N \41C. LAV, w.c. ,� w.c, maw• \N.c, Fav - �'-- - REVISION °DATE: 3/2.5/2016 W T- SfttET # ONE r 3 2 �- 2 � r (1 ) Add Elevator Plan and Section Views. LL rt �i SHEET # TWO �../ T42AtP `S '�iAP. (1 ) Revise column center line dimension from 22'-8 to 22'-10 TU /'� PPRc�`,IE.iO -: and 23 '-8" to 23 '-1011 as require . (2) Revise location and size of stair' column concrete pier �jEQT"l G 5'Y$"T`�I SE.�'Y"�C. a`IST�M to match existing. .� _.._ cu•.,a, # FOUR Z (r Revise location of stair support Pport column. - 8H",r # FIVE. 75 N , (1 ? - Same as sheet # Four. SHEET # EIGHT - No 5GAL� . (1 ) Added dimensions and revised dimension lines." SHEET # NINE Q_ (1 ) Same as sheet # Eight. I..I.. � REVISION DAVE 4/29/2016 r � < W ALL SHEETS # ONE THRU # TEN (7 ) Revise all sheets as required per Town of 'Southold Z Building Department. Q Q Q CO .I Q s W z W T QN > • /�T V r •- C� z of �E DRAWN J.V.D. CHECKED DATE 11 / 24/ 2015 SCALE AS NOTED JOB NO. REVISIONS 3 / 21 / 2016 JV[ 3 / 25 / 2016 JV[ 4 / 29 / 2016 JV[ Qo 95'-0" 0 0 t- I __ - - --- - - - - - - - - - - - - - - - - - -- - - -- - - --- - - - - - -- - - -- — - - - - - - - bi ( " 1 17'-11" I 8" 1 Z� c\1 o 1 1 0 o 12,-p„ d O 1'-0" Z-0111 ( I I L -- - -- - - - - - - - - - -- -- J 3'-0" I I21_01' -121.011 I1 M r -- -I I 1 0 1 1 I 8" 13'-6" 0) Lo O i N I I 4 i- - - _ i 0 N i N I I i F- - - -- - - I N 1 1 I I 1 1 ~ 1 II II 1I 2'_6" 01 I � _ II I z 37'-11 . '-08I Lo1 -0" - „ I 37-11I HOLD STEP DOWN FOOTING FOR �' - -4- 411 — -, 0 N ELEVATOR PIT. 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FOUNDATION PLAN CHECKED SCALE: 1/4"=V-011 DATE 11 / 24/ 2015 SCALE AS NOTED JOB NO. REVISIONS 2 x 4 WALL FRAMING @ 16" o.c. AS REQ'D 3 / 21 / 2016 JVD 2 x 4 ACQ WALL SILL PLATE .4 / 29 / 2016 JVD ANCHORED TO CONCRETE SLAB AS REQ'D 2 x 6 WALL FRAMING @ 16" o.c. AS REQ'D 5/8" TYPE X GYP.BD. BOTH SIDES 2 x 6 WALL FRAMING @ 16" INSTALL #4 VERTICAL REBAR @ OF WALL R 19 BATT REQ'D ON . REQ'D TYP. ELEVATOR SHAFT o.c. AS REQ'D 1'-6" o.c. FILL BLOCK CAVITY WITH PORTLAND CEMENT TYP. ACQ 2 X 6 WALL SILL PLATE ANCHORED 2 x 6 ACQ WALL SILL PLATE 8" CONCRETE BLOCK WALL AS REQ'D TO CONCRETE SLAB AS REQ'D I 3 1/2" O STEEL SUPPORT ANCHORED TO CONCRETE SLAB Typ, �I COLUMN ANCHORED TO AS REQ'D t. EXPANSION JOINT 6" REINFORCED CONCRETE I CD 10" x 10" PERMA CAST II CONCRETE PIER AND AS REQ'D TYP. SLAB WITH 6 x 6 = 6/6 STL. WIRE TYP. SQUARE COLUMN TYP. II HEADER ABOVE I 6" REINFORCED CONC. �I VAPOR BARRIER 8" 8" SLAB TYP. INSTALL #4 VERTICAL REBARS @ 1'-6" o.c. AS REQ'D TYP. it INSTALL #4 HORIZONTAL REBARS @ 1'-6" o.c. AS REQ'D TYP. BLUE STONE OR ELEVATOR PIT CONCRETE WALLS AND FOOTING USE CAST STONE CAP 4,000 PSI CONCRETE MIN. TYP. C° SIZE 2" x 2'-2" x �I I Bco ? INSTALL #4 VERTICAL REBAR DOWELS 2'-2" ± AS REQ'D TYP. J L @ 1'-6" o.c. AS REQ'D TYP. ALV. ANCHOR BOLTS PER COLUMN TYP. 7" 16" 7" 6" 12" 6" OWENS CORNING N 6" THICK REINFORCED CONCRETE SLAB 8" 8" g" CULTURED STONE `Y' WITH 6 x 6 = 6/6 STL. WIRE AS REQ'D ' 11 vCOUNTRY LEDGESTONE (COLOR PER OWNER) VAPOR BARRIER b FINISH GRADE TYP. o , INSTALL #4 HORIZONTAL REBARS @ 6" o.c. AS REQ'D TYP. 2'-6" 21-011 2'-0,. PIE, TE R AS REQ'D 2'-0" #4 STL. VERTICAL DETAIL 7-4 DETAIL 6-4 DETAIL 5-4 DOWELS @ 6" o.c. - (D SCALE: 1 "=l '-O" SCALE: 1 "=l '-O" SCALE: 111=11-011 co z_ #4 STL. HORIZONTAL 0 CV REBARS @ 6" o.c. J • ALUM. DOOR SILL TYP. AS REQ'D TYP. 5 W N (SHIM UNDER IF REQ'D) �'— Lo m [)� 0) Lijr 1/2" THICK EXPANSION JOINT (n AS REQ'D TYP. 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REINFORCEMENT TYP. � —7 r � � 7" x 5" x 1/4" RECTANGULAR COLUMN 7,� FOR EACH COLUMN N z VAPOR BARRIER TYP. ANCHOR TO CONCRETE PIER FOOTING AND HEADER ABOVE Z � 518" 0x 2'-0" ANCHOR BOLTS 1'-0" MAX. FROM CORNER AND A MIN. OF T-0" o.c. AS REQ'D TYP. 0 6" THICK REINFORCED CONCRETE SLAB co INSTALL (4) #4 HORIZONTAL REBARS `t R- 10 RIGID INSULATION T-0" IN DEPTH MIN. TYP. REINFORCE SLAD WITH 6 x 6 = 6/6 STL. WIRE TYP. TIED TO VERTICAL#4 REBARS AND '�Ro II II 5/8" Q ANCHOR BOLTS @ V-0" o.c. AND CONCRETE PIER AND FOOTING USE II II TOP ROW @ 6" o.c. TYP. CONCRETE FOUNDATION TYP. �co o�, 4,000 PSI CONCRETE MIN. AS REQ'D TYP. II II VAPOR 0 6 6" 1'- " INSTALL #4 VERTICAL DOWELS @ 1'-6" TYP. � n '���,;�' "�� c-,-a ,, , .• r �• INSTALL #4 VERTICAL REBARS II II BARRIER @ V-0" o.c. AS REQ'D TYP. I I , -3 z INSTALL #4 VERTICAL REBARS INSTALL #4 HORIZONTAL REBARS II II rF N�� �o @ V-0" o.c. AS REQ'D TYP. �) @ T-6" o.c. TYP. _ $`•"' "°" o J L INSTALL (3) #4 HORIZONTAL REBARS @ 6" o.c. TYP. c� CONCRETE FOOTING TYP. INSTALL #4 VERTICAL REBAR DOWELS @ 1'-0" o.c. AS REQ'D TYP. DRAWN 2'-0" J.V.D. 6" 4'-0" 6" 7 SPLICE ALL REBARS A MIN. OF CHECKED 48 x 0 OF REBAR DATE INSTALL #4 HORIZONTAL REBARS IN 11 / 24/ 2015 BOTH DIRECTIONS @ 1'-0" o.c. AS REQ'D - b ALL CONCRETE 3,500 P.S.I. SCALE MIN. AFTER 28 DAYS AS NOTED CONCRETE SLAB TO BE INSTALLED JOB NO. 5'-0" DETAIL 1-4 ON A MIN. 12" COMPACTED SAND SCALE: 111=11-011 AND GRAVEL AS REQ'D PER CODE DETAIL 4-4 4 SCALE: 1"=1'-0" REVISIONS 3 / 21 / 2016 JVD 3 / 25 / 2016 JVD 4 / 29 / 2016 JVD 5 / 11 / 2016 JVD !95'-0" Qo 10'-0" 15'-0" 7'-9" 8'-6" 19'-0" 6'-4" 10'-5" 12'-0" 6'-011 2'-0" 15'-0" NON-COMUSTIBLE 12'-611 STAIRS AND RAILING ROOF LINE r- - - - - -- - - -- -- -- -- - - -I MUST MEET I-- - - -- -- -- - --- --7 ABOVE TYP. ° ° AW ° BUILDING CODE CW15 CW15 CW15 CW15 C° 3 7 7 ( �, I 30 70A30 70 1 CW15 CW15 CW15 CW15 `o UP o UTILITY ROOM 30'-2" 4" 8'-0" 6" 5'-51' 0' 1" Ch 3'-0" 6" 6'-0" 4" 6'-4" 4" 23'-0" 6" o o 2 HR. FIRE- io UTILITY C° - -- - - -- RATED WALL UTILITY 9 Lo ROOM o 11 I I I AROUND STAIR ROOM m U 3: � ( I I I WEP L AS REQ D LoC�-�— �— U J I L U E %' `n 0 IV HR. boo MACHINE 0 U � FIRE-RATED ROOM CO _ 15 / 1 -8 SELF- _ / ME 'S 5 0 0 MEN'S �O , CLOSING � _ RES rn 0 o REST \ 18 DOOR 36 7° `o 8 o oj -1 RM. ILL r RM. 611 81-311 71-511 611 ti a' _ _ N / o 1 / 4" c� 3Lo INSTALL (2) LAYERS _ /�� _ �_ / co U-) N OF 5/8 TYPE X GYP. BD. N o (o ON UNDERSIDE OF �n FLOOR TRUSSES 0 �" 8" 6'-0" 8" / O co INSTALL (2) LAYERS ,.n (BOTTOM CORD)ON OF 5/8 TYPE X GYP. BD. o ALL FIRST FLOOR 15 WOM N'S�. INSTALL (2) LAYERS O /dV M 'S 5 ON UNDERSIDE OF fr) — CEILINGS OF 5/8 TYPE X GYP. BD. ti - RES FLOOR TRUSSES _ __ _ Q CV U (BOTTOM CORD) ON m REST � 18 ON UNDERSIDE OF i 8 � RM. _I • RM. FLOOR TRUSSES ELEVATOR I ALL FIRST FLOOR I — uj C) (BOTTOM CORD)OIN \ 3o CEILINGS I ,� 1 2'-6" o ti ALL FIRST FLOOR00 m 7" x 5" x 1/4" /�� CEILINGS ; ! \ / ,-- - RECTANGULAR N I ti 0 O STEEL COLUMN _ 8" CONC. BLOCK 0 � I c o U ti TYP. `r ti 2 HOUR FIRE- ° N 7" x 5" x 1/4" — 0 I `Y' 0 M LOBBY RATED WALL o o w RECTANGULAR 0 0 1 o V" o I w `n `� STEEL COLUMN �0 "' CV V- Z •• � I d 611 �� 611 V r I r O �t NON-COMUSTIBLE _ ° 5'-7" 6'�5"r 4'-0 STAIRS AND RAILING _ 0 0 0 MUST MEET 0 13'-6" 11'-911 I 1 CIO 0 U Q U C) I I o BUILDING CODE �-1 1 - 1 O / A� I A I X . 13'-6" 12'-9" 13'-0" 13'-0" _— — e� I — — J L0 7K 7K BALCONY LINE 6" = o Q Q Q [�n (}L_ LJrIJ'JE 11_611 -11 cc CC CC G G G U I I N INSTALL (2) LAYERS I U OF 5/8 TYPE X GYP. BD. «� N ON UNDERSIDE OFLo ' _ FLOOR TRUSSES U N (BOTTOM CORD) ON N ALL EXTERIOR WALLS MUST OPEN AB VE ALL FIRST FLOOR - HAVE A MIN. OF A 1 HR. IT CEILINGS ALL EXTERIOR WALLS o 0 FIRE-RATING TYP. 00 MUST HAVE A MIN. OF a) 0 Q A 1 HR. FIRE-RATING r- C�j TYP. O LoM Lo Q � u) FOYErR UP Ln U Q N 38'-6" 0 D W ' - .__I W z Ln o 38'-6" - 6 15'-0" 6" 23'-0" 611 Ln w Q Q E o f ' 'Ed ® _I Q r 0 0 0 o E o 0 0 0 (� � o 0 0 0 ° m LIJ 17 3 7 3 7 _ 3 7 3 7 _ _ � 3 7 3 7 CO i 0 3: N Q (� 30 70 3° 7° 30 7° 30 70 (O (o 0 7 1 21_011 1 (.0W L �i rP � � J L1> coJ Is L -- -- -- - --- - - -- -- -- - - - -- - - - - --- - -- - - -- - - -- -- --- - - - - - - - -- - - -- -- ----- -- --- - --- - -- --- - -- -- - - -- - - - - -- - - --- - - - - - -- -- ---- - - -- - - -- -- - - -I OVERHANG ROOF LINE ABOVE TYP. r CE Q � 11-6" 20'-0" 20'-0" '?'-0" 20'-0" 20'-011 1'-6"7r 7r 7r 4 t� �O• 23�5� y� 12'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 12'-0" 11'-611 _ - 23'-6" 7k16'-0" 7k16'-0" 7k16'-0" 23'-6" ILLUMINATED EXIT SIGN E WITH EMERGENCY LIGHTING DRAWN J.V.D. 195'-0" PORTABLE 10 LB. A-B-C CHECKED FIRE EXTINGUISHER DATE TWO HR. WALL CONSTRUCTION 11 / 24/ 2015 SCALE 1 / 24/ 2015SCALE (2) LAYERS OF 5/8" TYPE X AS NOTED GYP. BD. BOTH SIDES OF WALL TYP. PER UNITED STATES GYPSUM JOB NO. FIRST FLOOR PLAN 6th EDITION UL DES U301 (4-2 hr) (fl SCALE: 1./4"=1'-0" �_ FAN VENTED TO EXTERIOR 5 REVISION 3 / 21 / 20 3 / 25 / 20 4 / 29 / 20 5 / 11 / 20 95'-0" Y o Qr 10'-0" 15'-0" 7'-9" 8'-6" 19'-0" 614" 10'-5" 12'-0" 6'-0" 2'-0" 29'-6" 15'-0" 12'-0" 14'-0" NON-COMUSTIBLE ROOF LINE --- -- -- --- --- - -- -- -I RAILIN - -- - - -- -- - - -- -- -- - ABOVETYP. MUST MEET o 30 7° 0 A3- 70 I N BUILDING CODE o I 3° 7° 3 7 0 l F CW15 CW15 CW15 CW15 CW15 CW15 CW15 CW15 `o UP o TILITY ROOM 30'-2" 4" 8'-0" 6" 5'-5" 0' 1" Ch 3'-0" 6" 6'-0" 4" 6'-4" 4" 23'-0" 6" o O 2 H . FIRE-RATED UTILITY CO UTILITY c —__ —— — — WAL AROUND STAIR ~ ROOM C° I I I I I zo WELL S REO'D ROOM m U C�-r— r I I I I U,) Q0 -i L - r , co U Uo _ 0 FIR HR 00 MACHINE co a U A - 15" MEN'S � CLOSING N ROO o / ME 'S 15" o RES 0 o REST \ 18 6 DOOR 36 7° 8 o RM. (� I Irn � RM_ �� 8'_3.. 7._5„- 6.. ti d 30 co co N 8” CONC. BLOCK 00 INSTALL(2)LAYERS r.0 Lo N OF 5/8 TYPE X GYP.BD. �J�' cV U � KAYOUR FIRE-ED WALL /' / _ ON UNDERSIDE OF ' ` � r C31— 4° 8° 6'-O° 8° FLOOR TRUSSES U = �� „ (BOTTOM CORD)ON O z r 15 u0m *O E 5 ALL FIRST FLOOR Lo Lo WOM N'S18 ELEVATOR $ = RES CEILINGS - —— — Q IN INSTALL (2) LAYERS REST 1 o OF 5/8 TYPE X GYP. BDRM.. RM LOBBY ti (2) 1T3/4"HEA11 DER # 6L i Ld ON UNDERSIDE OF o FLOOR TRUSSES - o _ 30 WITH 1/2" STEEL PLATE 21-611 (BOTTOM CORD)ON \ ti /�- MANUFACTURED o0 ��\ / BETWEEN DROPPED mry ALL FIRST FLOOR N TOP CORD BEARING EADER ° o W ' – – CEILINGS FLOOR TRUSSES DES I I` ' 7" x 5" x 1/4" RECTANGULAR ° BY OTHERS ° N (4) ( 1 3/4" x 1 IC 0- I � o U COLUMN ANCHOR TO CONCRETE 0I- j 16" OR 12" o.c. o ~c� LAM HEADER BOLTE _ _ I _ E: '- o I co o M PER MANUFACTUf;ED co WITH 1/2" 0 BOLTS 12" o.c. o 0 0 ' C�' I FOOTING AND HEADER ABOVE TYP. LL C I 6.1 16'-0.. 6.. if 2 ROWS REQ'D I �— NZ ° O IN lw - - 5'-7" 16' 5"T- 4'-0" NON-COMUSTIBLE _ 0 o _ STAIRS AND RAILING o C° U Q RAISED HEADER I o I I I o MUST MEET � ( O a) 12'-9" 13'-0" 13'-0" 5'-3" 4" I BUILDING CODE 13'-6" 13'-6" 11'-9" co 2 HR. FIRE RATED WALL (3) ( 2 x 12 ) BALCONY -::f U HEADER TYP p3 1/2" 0 STEEL COLUMN 6 o < Q LINE Z4"' x 4" x 'I/V STEEL ' AS REQ 1 -6 Lo c G G C Lo O (D ABOVE COLUMN ANCHORED WALL AND HEADER ABOVE `o C) Z I— _ TO CONC. FOOTING INSTALL (2) LAYERS �j w AS REQ'D TYP. U p o Q �' AND GIRri-R TRUSS = OF 5/8 TYPE X GYP. BD. C�— p w N N OR HEADER ABOVE r ON UNDERSIDE OF `r' o v o cQ � X ¢ N _ FLOOR TRUSSES p Z U) � U c" IQi p 0 0 r d- (BOTTOM CORD) ON w or n 60 N p 0 W >- Fob Uco ALL FIRST FLOOR Z) Q � W N LLL www Q~ m w OPEN ABOVE CEILINGS V m U) _ Z o 0 a � a Lo X00 u_ 0rn Q c�— U w z U F- m T- w OFFICE X00 D. OFFICE OFFICE O� (3) ( 1 3/4" x 11 7/8" ) MICRO- T � U w U LAM HDR. BOLTED THRU �_ U � FOYE"r', UP WITH 1/2 0 BOLTS V-6" Lo N o.c. STAGGED AS REQ'D TYP. v Z L Lo 38'-6" o J L 38'-6" 6" 15'-0" 6 15'-0" 6" 23'-0" 61'` -1 �J,J 30 70 3070 - 3070 30 7017— - 3070 30 70CD co I e 3° 7° 3°\70 3° 7° (0 co3 70 (1) ( 1 3/4" x 11 7/8" ) cn ° ° 2' 0" _ - HEADER T P (2) ( 13/4" x 11 7/8" ) (1) ( 1 3/4" x 11 7/8" ) r Lo w MICRO-LAM MICRO LAM HEADER MICRO-LAM HEADER I 2 — c4— L- -- - - -- - - - -- - - - - --- - -- -- - - -- -- -- -- - -- - - - -- -- - - - - - - – – – –– – – – - ––– – – –– –– –––– –– – – – – –– –– –– – – –– –– –– – – – ––– –– –– –––– – –– – – – – ––– ––– – – – - OVERHANG ROOF LINE ABOVE TYP. 3) ( 1 3/4" x 11 7/8" ) MICRO-LAM HDR. 3 1/2" O STEEL COLUMN _ BOLTED THRU WITH 1/2" O BOLTS rt ANCHORED TO CONCRETE PIER Ct rt CL Q o @ V-6" o.c. STAGGED TYP. AND HEADER ABOVE TYP. I �, I Iegg -----�- 11-611 201-011 201-011 _ 201-01120-0 / 11-611 v �,cEt� t P A , 023E5 11'-6" 12'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 12'-0" 11'-6" N�`� 23'-6" 16'-0" 11 6-0" 16'-0" 23'-6" D RAVv J.V.D CHECKI 95'-0" DATE 11 / 24/ TWO HR. WALL CONSTRUCTION SCAL (2) LAYERS OF 5/8" TYPE X AS NO' GYP. BD. BOTH SIDES OF WALL TYP. JOB Ni PER UNITED STATES GYPSUM FIRST FLOOR STRUCTURAL PLAN 6th EDITION UL DES U301 (4-2 hr) (fl SCALE: 114"=V-011 FAN VENTED TO EXTERIOR 6 REVISIONS 3 / 21 / 2016 JVD 4 / 29 / 2016 JVD 5 / 11 / 2016 JVD 95'-0" ROOF BELOW 10'-0" 15'-0" 7'-9" 8'-6" 35'-9" 12'-0" 6'-0" 2'-0'. 15'-0" 12'-6" Eo 1 CW15 CW15 CW15 CW15 CW15 CW15 CW14 N C° m CW15 CW15 CW15 CW15 '-o I _ I o 4" 9'-0" 6" 5'-5" 0' 1" co 3'-0" 6" 7'-10" 4" 27'-10" 6" o o I - Lo UTILITY L ~ 1 1/2 HR. FIRE RATED _ Zo ROOMDNSELF CLOSING DOORS O3U I — `o v 30 v E NON-COMBUSTIBLE STAIRS AND T 0 - MOP HANDRAILINGS MUST MEET U bo AN. CL. SINK BUILDING CODE STANDARDS I _ 15" O 1'-8" N _ - 15" 2'-4" o MEN'S 36 to MEN'S I o REST \ 18' 6�� 8" REST N I 4„ 2 HR. FIRE-RATED ROOM 8'-3" 7'-5" 6" ROOM WALL AROUND STAIR 30 / iv \ 3° WELL AS REQ'D TYP. 6 � �` 2 HR. FIRE-RATED C co WALL aoLo I C3�-- i 4" 4" 8'-0" 4,� 8.. 6._0.. 8.1 8._0.1 O _ H.C. 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CHECKED DATE ✓ E T I SCALE JOB NO ' SHEET OF SHEETS _ PORTABLE 10 LB A-B-G FIRE EXTINGU5HER FAN VENTED TO EXTERIOR z0 ILLUMINATED EXIT SIGN WITH EMERGENCY LIGHTING v w TINO HOUR VL GON57RUGTION ►u ?- (2) LAYER5 OF 5/5" TYPE X BYP. BD. BOTH 51DE5 OF WALL TYP. Lu 6TH EDITION UL.DE5.U301(4-2 HR) (F) O w L W w w 31'-5 3/4" a'-5 1/2" 55-0 3/4" Z NON-GOMFU5TIBLE 2� 5TAIR5 & RAILING tl MUST MEET BUILD -� A CODE f' GW15 GW15 GW15 GW15 3768 3768 3768 GW15 GW15 GW15 GW15 E �— U- C�4 I"J� u- U UTILITY ROOM UP }- v kl o 1 1/2 HR FIRE RAT ` 7[MSE�52 ] 5e24 SEI F-GLO5IN6 D OR `- - - 8�- MACHINE m 1 t,. ROOM A.D.A. COMPLIANT B ROOM )'4THROO // c� \ m m INSTALL(2)LAYERS, 7t) L � ` / _ � v OF 5/5"TYPE X GYP. ED. -� \ INSTALL (2) LAYER5 INSTALL 2 LAYER5 ON UNDER5IDE OF A.D.A. GDMPLIANT OF 5/8" TYPE X GYP. BD. ('(`) ( ) FLOOR TRU55E5 co OF 5/8" TYPE X GYP. BD. (EOTTOM CORD ON ON UNDERSIDE OF FLOOR TRU55E5 . . v ALL FIRST FLOOR CEILINGS ON UNDER5IDE OF FLOOR TRU55E5 ELEVATOR (BOTTOM CORD ON (BOTTOM CORD ON ALL FIR5T FLOOR GEILINGS) ALL FIR57 FLOOR CEILINGS) Q jk K 1 I= I T FOO NORTH UNIT .. . 7" X 5" X 1/4" o m RECTANGULAR RECTANGULAR Ln 5TEEL COLUMN w /5TEEL COLUMN ►� - - - - =.1 - - - - -,►rj- - - - - 5 1 l8" _ 13'-6 7/8" ._ �� .121-611. _ 5 l8�►, — 11'-q"_ _ � 116 1 .1 � 1 11 _� X 1 .1 13-0 3/a 13 -0 3/4 1 1 -10 1/4 NDN-COMFU5TIBLE r% 5TAIR5 & RAILING INSTALL (2) LAYER5 MUST MEET BUILD OF 5/8 TYPE X GYP. BD. J 41 -? CODE ON UNDER51DE OF FLOOR TRU55E5 (BOTTOM CORD ON ALL FIRST FLOOR CEILINGS) FIRST FLOOR OUTH UNIT --� Y - u ALL EXTERIOR WALL5 MU5T ALL EXTERIOR WALL5 MU5T HAVE A MIN. DFA 1 HR. HAVE A MIN. OF A 1 HR. FIRE-RATING �'� UP FIRE-RATING D 2)LAYERS OF 518 TYPE X 3YP.BD. BOTH SIDES OF 1NALL TYP. STH EDITION UL.DE5.U301(4-2 HR)(F) , OCT 2 $ 2016 DATE: FOYERi EUILDIrc DMT. 110/23/16 \ 13' T01174 of SOUTHOLD �J . 7268 7266 A/�C SCALE: - --- 7268 ----- - 7268 1 s 2-b 15/1 b N� 1 .1 ' oas SHEET 23'-6" - 15'-11 q/1 b" 13'-5 1/2" - 15'-11 1116" 23'-6 15/16" OF Nr� q5' to LADq�-�) _ PORTABLE 10 LB A-B-G FIRE EXTINGU5HER FAN VENTED TO EXTERIOR � t>_ ILLUMINATED EXIT SIGN v WITH EMERGENCY LIGHTING w R tu TNN HOUR WaALL CONSTRUCTION m (2) LAYERS OF 50' TYPE X w BYP. BD. BOTH 51DE5 OF WALL TYP. O y Lu 6TH EDITION UL.DE5.U301(4-2 HR) (F) q5' w 13'-6 1/2" 4'-"'13/4" 21'-1 1/2" - 1 q'-7 1/16" 35'-11 3116" sa ^�0 HOUR LL GON5�7RUGTIDN NON-GOMFUSTIBLE ac w (1)LAYERS OF5/5"TYPEX 5TAIR5 & RAILING YP.BD. BOTH SIDES 0'F WALL TYP. MUST MEET BUILD Z H EDITION UL.DE5.U3'�01(4-2 HR)(F) GW 15 GW 15 GYV15 GW15 GW15 GYV15 G1N14 CODE GW15 CV415 GW15 CY415 i " 7- 4-4 1/4 cid 4—{ r IL 5HOWEO- � N z z v MASSAGE RM #4 n # 3063 JAN GL v O ~ O HR FIRE RATIED m (NI 5ELF-CLOSING DOOR � c• ,� OFFICE ~ � 7'-b 3/411 iv IN5TLL0 UNDERSIDE OF ROOF TR)55E5 (BOTTOM CORD) 6-2 5/16 (2) LAYEF 5 OF 5/5" TYPE X GYP. n rn BD. TYP. N ALL AREA5 OF SECOND ' j-- � HALL FLOOR ELEVATOR N w A.D.A. COMPLIANT S c o x SECOND FLOO NO ,,T UN1IT m L5,ATdROOM OMMON A Uhl-FIN15HED ARE,��'--FA IAL ROOM #1 FACIAL RDDM #2 �r O w , tu 4'-q 3/4" in N 583321 1 1/2 HR FIRE RATED • 5ELF-CL05ING DOORIL m 1q J U Q) , cy 4'-1 __ /4 ... N m co tnLu N %DM O l< 3068 Ul =- . J n C21� a J 5 R 5621 NON-COMFU5TIBLE K 5TAIR5 & RAILING MUST MEET BUILD A.D.A. ATH M BAT RM #1 CODE IN5TLLON UNDERSIDE OF COMPLIANT ".E-'4'-10 /8"� 4'-4 1/4" - ROOF TRU55E5 (BOTTOM CORD) S ON FLOG 5OU � H UNIT 3D69 _ (2) LAYERS OF 5/5" TYPE X GYP. ry WAITING ROOM BD. TYP. IN ALL AREA5 OF SECOND m o FLOOR INSTLLON UNDERSIDE OF u- I. '- ROOFU55E5 (BOTTOM GOR TR (BO D) — (VLu 3D68 �n K (2) LAYERS OF 51b" TYPE X GYP. s v CA �n BD. TYP. IN ALL AREA5 OF 5EGOND Q 21' LAUNDRY J " x - - - --- - - - 15' ,: r- G15 G15 G15 _ G15 G15 G15 G15 G15 G15 G15 G15 G15 G15 G15 G15 G15 G15 DATE: 10/23/16 b'-0 1/2" 15-5 1/2" 151-111, 11"-6 3/8" -4'-5 5/8" 16' 23'-7" ARC SCALE PE'i A.s �� l �. SHEET: 2789a �T OF N � ALL 13ATHR9011 FIXTURED r4r, 5INK,iq,,. HARDriARE qoll AM 5 1 Ir G COMPLIANT Idrcw Qm NO w mmw < MW T— L;-TI L I of wo 48" LA----\- SECOND ------SECOND FLOOR 5EGONDFLOOR UNIT #4 BATHROOM HALL BATHROOM —AISLE BUILDING 5EPARATE BATHROOM LAYOUTS A.N.5.1./C.C. COMPLIANT i6nd Tum tn 5GALE 1/'2' = 1 FT 85" X q Lu K T --------------------------- Ln Ln (13 d3 ............ fm FIRST FLOOR FIRST FLOOR FIRST FLOOR UNIT #3 BATHROOM UNIT #2 BATHROOM UNIT #1 BATHROOM 3/15/17 (PROPOSED) 73 _ PORTABLE 10 LB A-B-G ago,lq �S�� 'i�Oz sq FIRE EXTINGU5HER ct LAYOUT UNIT 5 LIC? C Z UVA 'i a UNIT #1 RETAIL FLOOR TING AND TILE SHOWROOM TOTAL 2,046 SQ/F FAN VENTED TO EXTERIOR n (P 027890. TYPE 5 USE = 21 OCCUPANTS) J Q i ( ILLUMINATED EXIT 51ON MAO OF N UNIT #2 SALON: PERSONAL SERVICE USE TOTAL 1,100 SQ/FT WITH EMERGENCY LIGHTING O (TYPE 5 USE = 11 OCCUPANTS) GO AND SMOKE DETECTOR131 , -, UNIT #3 WET USE TOTAL 1,000 SQ/FT - v (TYPE 5 USE = 17 OCCUPANTS) TNO�OUR WALL GONSTRUCTIQN w Q (2) LAYERS OF 5/8" TYPE X ►u ?- BYP. BD. BOTH SIDES OF WALL TYP. A 6TH EDITION UL.DE5.001(4-2 HR) (F) z } o � q5 > to 31'-5 314" - 8'-5 1/2" 55-0 3/4" w a w m NON-GOMBU5TIBLE z STAIRS & RAILING z tn GW15 Gt^t15 GY(15 GY.i15 3768 3768 37be G1^!15 GYY15 ` UP tu ly cn `n V z < p MAGHANIGAL z `Z v ROOM tL civ UIP I HR FIRE RAT 112 \ 5E F-GL051NG D OR _ _ BREAK ROOM / m MACHINE v. A�/G.G. OMPLIAgT B THROO ROOM /� ( i - I I `' BATYROOMI JO r - r A.N. G.G. GOMPLI�NT r A.N.5.1./G.G. GOMPLIAN �� / I ) INSTALL(2)LAYER:5 '�'-11" ._ OF 515"TYPE X GYP. BD. — INSTALL (2) LAYERS oN UNDERSIDE o� I I ? FLOOR TRU55E5, - OF 5/S" TYPE X GYP, BO. ii (BOTTOM CORD OIN h L5a�q I 6Baa I 7-1 _ - - - - - --� FFIGE ALL FIRST FLOOR CEIL.ING5 V ON UNDERSIDE OF FLOOR TRU55E5�, ELEVATOR (60TTOM CORD ON r I I COW F I T FL.00 � ct� ALL FIRST FLOOR CEILINGS) coisD ~u--"' —' • . c� K : INSTALL (2) LAYERS tu » OF 5/8" TYPE X GYP. BO. y ON UNDERSIDE OF FLOOR TRU55E WAX ROO 7" X 5" X 1/4" (BOTTOM CORD ON _ o -RECTANGULAR CO/SD n NDN-COMBUSTIBLE , ALL FIRST FLOOR CEILINGS) (PROP05ED ���°`�T� ��o - STEEL COLUMN STAIRS & RAILING t-J y — 13'-6 7/8" �,� _ .12'-6" 11'-q"_ �'' 5116 13'-0 318" 13'-0 3/4" , 11'-10 1/4" --• TWO HOUR WALL GONSTRUGTIQIv UP (2)LAYER5 OF 5/5"TYPE X 7" X 5" X 1/4" >� BYP. BD.BOTH SIDES OF 11'14LL TYP. 6TH EDITION Ul�DE5:U301(4-2 HR)(F) RECTANGULAR K STEEL COLUMN '^ 42-01/16" ' V FIT FLOOR 4, ���,. INSTALL (2) LAYERS �•\ OF 518" TYPE X GYP. BD. 1T #3 (2,046 5a/T) n ON UNDERSIDE OF FLOOR TRU55E5 ryn (BOTTOM CORD ON ETA I IR,4 5 �>..400 ALL FIRST FLOOR GEILIN65) a F,/L ALL EXTERIOR WALLS MUST ;. \ UNIT 1� O HAVE A MIN. OF A 1 HR. \\ v FIRE-RATING TWD HOURP-NAIL CONSTRUCTION RECEPTION �'� " V (2)LAYEfRS OF 5J8"TYPE X 1 ",UP 0 N AL ,`% I G ALL EXTERIOR WALLS MUST U BYP. BD. BOTIH 5IDE5 OF WALL TYP. �ZATH EDITION UL.DE5.U301(4-2 HR)(F) HAVE A MIN. OFA 1 HR. to L O / F 0**(E R FIRE-RATING — - — DATE 726e � 7263 72b8 - 3/24/17 7268 72be SCALE: 15'-11 q/1611-2'-6 15/16" 2q'-4 9116" - 23'-6 15/16" All /0 (frl Ali q5' �'nishes SHa1 ) SHEET: comply w l At � � 1 FIjl° �aT FLOOR �J1T #1 - ..� PORTABLE 10 LB A-B-C FIRE EXTINGU5HER UNIT #4 PER50NAL SERVICE U5E TOTAL 2,136 50/FT —� FAN VENTED TO EXTERIOR N��° �2783A yp � (TYPE 5 USE = 22 OCCUPANTS) SOF E`N ILLUMINATED EXIT SIGN UNIT #5 UNFINISHED PROP05ED MEDICAL USE TOTAL 1,800 50/FT E WITH EMERGENCY LIGHTING z (TYPE 5 USE = 1 q OGGUPANT5) coiso GO / SMOKE DETECTOR v TWO HOU�LL CONSTRUCTION a I 11 (2) LAYERS OF 5/8" TYPE X w�->- ca `� BYP. BD. BOTH SIDES OF WALL TYP. Lu p q5, 6TH EDITION UL.DE5.U301(4-2 HR) (F) z OLu 13'-6 1/2" _ 4'-q 3/4" >< 21'-2 q/16" 1q'-4" >< 36'-1 3/161, NON-COMBUSTIBLE W -T,NO HO19 LNALL CONSTRUCTION Qy ( }LAYERS OF 518"TYPE X STAIRS & RAILING W B P. BD. BOTH BIDES OF WALL TYP. MUST MEET BUILD Q 6 H EDITION UL.DE5.001(4-2 HR)(F) GW15 GW15 G1^115 GW15 61^115 G1^l15 GW74 GODS Gl^115 GWi5 Gl^!15 G1N15 W i r 4- Z 4 1/4 r x Xx V 5HOWEt;�- 13'-1" u 7- cv -J to 20'-q 1116" E — '< r` MA55AG E M #4 ^ z 1 1 HR FIRE RA ED I 3bLu r 5 LF-GL051NG OOR;_ rt' JAN GL v Q? STAFF OFFICE �-- ?,_q„ 2� m cols �- m � v ry N INSTALL UNDER51DE OF xr o ROOF T .U55E5 (BOTTOM CORD) Co/sD Co zoo - FLOOR �- < In is 3: �_ — 6-2 5/16 TRAVEL 015TANCE �- E y (2) LAYERS OF 5/8" TYPE X GYP. d d Y. Qk, FROM FRONT STAIR UNIT #5 < BD. TYP. IN ALL AREAS OF SECOND FLOOR TO rn HAL! ,.5 �U X r-- . N 2 FRE ATED N =11% ELEVATOR REAR STAIR STEP U I I I CA -�' W A.N.5.1./G.G. COMPLIANT FEELPOOR U 34.q FEET FROP05 D DOCTOR'5 OFFIC IS) _ i �I 1.5 HOUR F GRATED _ a 5Tt DOOR ! 60MMON ARE .y � .. BATH- M 1 UN-FINISHED AREA � PI IEP ROOM #1 PREP ROOM #2 1 r7 I (/� 4'-q 3/4" I •� I / 1 1/2 HR FIRE RATE %Z m E V l" 7 SELF-CLOSING DOOR Ln x ✓ 1U s � 6 FEET , LuCI — E RE RA ED 4 m C() ` —:?TEFL RQIIR— T — �' it • cv W T \ -77 o 7 O tn ;r,:-� n r x ,<,h� � %r;r;�;r;•nr.< -- - ,- -i F I — I C L.00 , , W NON-COMBU5TIBLE U m coiso I (2-j136 5Ol T STAIRS & RAILING(,� INSTALL UNDERSIDE OF m BAfiM R50N> 5 '/I CF. . _ k ROOF TRUSSES (BOTTOM GORD) TRA l01S a TANG (2) LAYERS OF 5/8" TYPE X GYP. as E 2-115/16" 10'- 1/8" 1116 � �/ To B N A T REAR STAIRS a2 FEET WAITING OM D. TYP I ALL ARE 5 OF SECOND - E ``�---- T — Q TO FLOOR m - FRONT DOOR96 FEET INSTALL UN RBIDE OF ROOF TRUSSES (BO' TDM CORD) (V W 3068 u, (2) LAYERS OF 5/811 TY X GYP. ,x BD. TYP. IN ALL AREAS OF 5E D FL OR 2?' STORAGE 15' >x 615 015 G15 G15 G15 615 ` 615 615 G15 615 G15 G15 615 r' G15 615 G15 G15 r DIA60NAL DIMEN51ON FROM INTERIOR CORNER TO 8'-0 1/2" 15-5 1/2" 15'-11" 111'-b 3/8" 3/24/17 INTERIOR CORNER 15 bq ET SCALE: q5' _ SHEET: SECOND FLOOR, UMTS a4 A-2 'JID� 1-� D Mc[E Dd[E D 4» 4' MAR 2 3 2017 SEAL EUILDING DEPT. TOWN OF SOUTHOLD ATTIC , ` A �: l'� t ,f P✓f✓s 4 2» s BATHROOM » » COMMON FUTURE ARCHITECT SHOWER UNIT 4 2 2 BATHROOM 2" BATHROOM UNIT 4 I r -- -I— --I -I- -I - -, JEFFREY SANDS �2. 12- 12» 2-j 2"� 2 j 2'� 2"� ARCHITECT 6 EVERGREEN LANE ILAV I I LAVI I LAV I EAST QUOGUE, NY 11942 SH I WC I I I I WC I I we I TB PHONE 631.594.3861 CELL 631.375,5997 FAX 631.576.8916 214" 2" 4« 2^ 4.. 2„ EMAIL:JEFF@JSA.NY,COM PROJECT SALON SALON BATHROOM BATHROOM M A TTI TU C K UNIT 3 UNIT 2 UNIT 2 UNIT t r -� 2» -r--1 OFFICE BLDG '2» �2» I2» I2« 12» 2"1 2«I 11700 MAIN ROAD LAV I S SINK (S SINK ILAv I I LAVI MATTITUCK We I I I WC I I I ( WC NEW YORK 11952 SCTM#122-03-17.1 DRAWNG TITLE TO EXISTING APPROVED PLUMBING Co 4»C S.C.H.D. SEPTIC SYSTEM RISER TRAP TRAP DIAGRAM SCALE DATE NA 3-16-2017 DRAWING NUMBER PLUMBING RISER DIAGRAM 1 9 s A v� PORTABLE 10 LB A-B-G 2� LAYOUT UNIT-5= FIRE EXTIN6U5HER pi Y UNIT #1 RETAIL FLOORTING AND TILE SHOWROOM TOTAL 2,046 SQ/F1 FAN VENTED TO EXTERIOR �� (TYPE 5 USE = 21 OCCUPANTS) 117 ILLUMINATED EXIT SIGN UNIT #2 SALON: PERSONAL SERVICE USE TOTAL 1,100 SQ/FT KITH EMERGENCY LIGHTING (TYPE 5 USE = 11 OCCUPANTS) z 0 CO�sD CO AND SMOKE DETECTOR IL c UNIT #3 WET USE TOTAL 1,000 SQ/FT v (TYPE 5 USE = 11 OGGUPANT5) TVgQ HOUR WALL GON5TRUSTinN (2) LAYERS OF 5/8" TYPE X to w � BYP. BD. BOTH SIDES OF WALL TYP. m as 6TH EDITION UL.DE5.U301(4-2 HR) (F) w z } 0 95' � tu Bo } 31'-5 3/4" 8'-5 1/2" 55-0 3/4" � w A L m NON-GOMBU5TIBLE I z 5TAIR5 & RAILING GW15 Gl^115 GW15 Gi^115 376a 3168 37Ea _z UP I v � coisD + r � , QCAL B24R n B24Rz p W � }- Cn _ MEGHANIU �' Z ROOM L -V- Up t�V O v r 2 iba © l _ + BREAK R04M F- 1 1/2 HR FIRE RAT •, cc - 4- v / SELF-CLOSING D OR - BREAK RO M ,_ lS) ' MACHINE `- -:� G I— - \ 8 5 1/2 t . E- B i m A.N. .i./C.C. OMPLIANT \ c- Roots BAT ROOM r A.N. I/C.C. GOMPLIfN7 A.N.5.1./0.0. COMPLIANT ` INSTALL 2 LAYERS, 1 11 u — — — OF 5/B"TYPE X GYP. ED. INSTALL (2) LAYERS ON UNDERSIDE OF 906a OF 5/8" TYPE X GYP. BD. FLOOR TRUSSES i �--- tBOTTOM CORD ON 5," ON UNDERSIDE OF FLOOR TRUSSES _1 ALL FIRST FLOOR CEILINGS OFFICE �l (BOTTOM CORD ONL CO/SD ELEVATOR _-�, -- AJ ALL FIRST FLOOR CEILINGS) coisD • • �p INSTALL (2) LAYERS OF 5/8" TYPE X GYP. BD. Lu CONFERENCE ROOM ON UNDERSIDE OF FLOOR TRU55E ' WAX ROOM `A K 1 p / 7" X 5" X 1/4" (BOTTOM CORD ON • 40 RECTANGULAR CO/SD �` NON-COMBU5TIBLE :y ALL FIRST FLOOR CEILINGS) STEEL COLUMN STAIRS & RAILING ►nLu IM _1 - - - - - - - - In 13'-0 3/8" , - 13'-0 3/4" 1V-11 ►1 " 0 1/4" m U UP TWO HOUR WALL CONSTRUCTION (2)LAYERS OF 5/8"TYPE X ® BYP.BD. BOTH SIDES OF WALL TYP. OFFICE cSJ bTH EDITION UL- E6.-U301(4-2 HR)(F) K 42-0 1/16" U 1 II I-8 1/2" 8 r I O FIRST FLOO 4 m UNIT 3 (2,046 50/FT) _ j7- in U Il.E TA I L EXAM ROOM I v 00 } N i ALL EXTERIOR WALLS MUST UNIT #� 0HAVE A MIN. OF A 1 HR. FIRE-RATING WALL CONSTRUCTION /� " (2)LAYERS OF 5/5"TYPE X UP RECEPTION ' 5�.,/ L 5ERVIGE 1� UNIT 1 BYP. BD. BOTH SIDES OF WALL TYP. v TH EDITION UL'.DE5.U301(4 2 HR)(F) /'"SLIN k � � RECEPTION NrER • U e DATE: .r..... -- �2Ee '12Eb 12Ea -- 6/8/17 ,268 SCALE: 23'-6" 15'-11 9116" 2-6 15/16" 29'-4 9/16" 23'-6 15/16" �� RC 5 EY M. ti 95' * * SHEET: N � '9� 027894 1�QQ �` F1I T FLOOR. UNIT �� 1 -3 Or ��`� � � 13 PORTABLE 10 LB A-B-C �-� FIRE EXTINGU5HER r UNIT #4 PERBONAL 5ERVIGE U5E TOTAL 2,136 5Q/FT FAN VENTED TO EXTERIOR 7/3l a z (TYPE 5 U5E = 22 OCCUPANTS) ILLUMINATED EXIT 516N a- WITH EMERGENCY LIGHTING UNIT #5 MEDICAL U5E TOTAL 1,800 50/FT v (TYPE 5 U5E = 1q OCGUPANT5) A CO/SD CO / 5MOKE DETECTOR w TWO HOUR WALL GONSTRUCTIQN � Lu (2) LAYERS OF 5/8" TYPE X zz } BYP. BO. BOTH 51DE5 OF WALL TYP. �n q5, TH EDITION UL.OE5.U301(4-2 HR) (F) Lu Lu 131-61/21, G- 4'-q 3/4"-> < 21'-2 9/16" < 11/161, A GON57RUGTION ANON-COMBUSTIBLE n� � J-J,, ( )LAYERS OF 515"TYPE X 5TAIR5 & RAILING lU CLl B P. BD. BOTH 51DE5 OF V-4ALL TYP. MU5T MEET BUILD 6 H EDITION UL.DE5.U301(4-2 HR)(F) - GW15 G1M15 GW15 GW15 GW15 G1N15 GW14 CODE GYl15 GYVi5 GW15 GW15 '� � ,_ 4 4 1/411 1 �y 582421 R 82421 R 2421 R It: TRAVEL 015TANCE 4' -- Q 5HOWER- FROM FRONT 5TAIR U o BREAK ROOM LABORATORY/RM N REAR 5TAIR 5TEP Co/SD W WrT O C4 34A FEET 14 v Z i MASSAGE .M # u- �L ry 306a 20'-9 1/16" 1 11HRIRE ATED I 4' `� � � � v r SELF-CLOSING DOOR--_ JAN GL ` V 5 \ Q $ m - iq" STAFF OFFICE II BXT�H#2 II \ 30Eb V I 3GEa V �Q }- } v —11-111/16.. L_ — — _I /L�- rn T }-- m INS ALL UNDERSIDE OF \ _. co�sD "' T W 8' � ROOF T U55E5 (BOTTOM CORD) Co/SD Cod 1 - U , E y (2) LAY R5 OF 5/8" TYPE X GYP. 6'-2 5116" i ii �, 1-1 BD. TYP. IN L AREA5 OF 5ECONO FLOOR - ry HAL 1.5 ou a o rn -t– // ' �L — , GL 5' u �? 2) FIRE STEEL opoR a o 0 ^ ELEVATOR BATF#1 \ N EXAM / RM TI N w A.N.5.1.1C.G. COMPLIANT - tslI / E 1'-11/2" �/+�p In . 1.5 HOUR _ O —J t !' < _ �F RATED X 3068 �— f'Al"1 125T 1 L DOOR m P EP ROOM #1 PREP ROOM #2 BATH: M� } �� -- -- _ __ mSTORAGE CO/SD • �.` 4'-9 3/4" 1 1/2 HR FIRE RATED'- K 11_6�� SELF-CLOSING DOOR EXAM / RM cv O 6 FEET COMMON R TRAVEL � Cl -`i — J 1— ..• 1)15TANGE # r > zk4Sdyft{yY� QsX522Ch" v0? - 100 FT m m 1.5 HO JR r— f I1R E RAT D \ -- N W m E T STrWEj,�D12B— T � , TUNIT 07 ►n — - _ - _ Soba x d MEDICAL OFFICOL E Lu i�— i UNI (2, 136 50/FT) OFFIG -A E G MPLIA I uI m \BAT M j i O N 5 V I G E \-- J— T T � CO/SD 2'-115/16" 'I tt16a TRAT�STANGE iv 3GEa Soba 2 � REAR 57AIR5 92 FEET WAITING OOM 30Ea m T FRONT DOOR 116 FEET IN5TALL UN R51DE OF X ROOF TRU55E5 (B TOM CORD) N N w 30Ea I ►n (2) LAYERS OF 5/8" TY X GYP. OFFICE o RECEPTION N BO. TYP. IN ALL AREA5 OF 5EG NO FL OR E` CONFERENCE ROOM < 21' - , J STORAGE 8'-10" -- 8'-10" 12-4 1/2" r O � r r I LOAx G15 G15 G15 �_ �UJf � G15 G15 G15 f� I G,5 G15 G15 G15 G15 G15 C15 C15 C15 G15 G15 DATE: DIAC70NAL DIMEN51ON L7/28/17 FROM INTERIOR CORNER TO INTERIOR CORNER 15 8'-D 1/2" 15'-5 1/2" 15'-11" 11'-6 3/8" 4'-5 5/8" 16' 231-111 SCALE: bq FTEy s� ti, D CSE3N `" "151 SHEET: JUL 31 2017 `7898 �pQ� r,uu DING DEPT. ` OF N E� d2nFloor O TOWN OF SOUTIIOLD FACP FIRE ALARM CONTROL PANEL PORTABLE 10 LB A-B-C UNIT FAAP FIRE ALARM ANNUNCIATOR PANEL FIRE EXTINGUSHER UNIT #4 PER50NAL SERVICE U5E TOTAL 2,136 5Q/FT FIRE ALARAM MANUAL PULL STATION FAN VENTED TO EXTERIOR z0 (TYPE 5 USE = 22 OCCUPANTS) �Y FIRE ALARM STROBE (VISUAL ONLY) ILLUMINATED EXIT SIGN F AY FIRE ALARM HORN/STROBE WITH EMERGENCY LIGHTING v UNIT #5 MEDICAL USE TOTAL 1 ,800 5Q/FT ks) Lu (TYPE 5 USE = 1q OCCUPANTS) SM SMOKE DETECTOR Co/s� CO / SMOKE DETECTOR [a O Lu ->.- HD —' m HEAT DETECTOR TWD HOUR WALL CONSTRUCTION � w co C.O. DETECTOR (2) LAYERS OF 5/8" TYPE X z , .y, •r.:k, l0 DSM DUCT DETECTOR BYP. BD. BOTH SIDES OF ALL TYP. W W O 6TH EDITION UL.DE5.U301(4-2 HR) (F) w q5' � H W 1 11 1 11 1 1 1 II 13-6 1/2 4-q 3/4 21 -2 q/1611 111161, 36 -8 1/2 d NON-COMBUSTIBLE A OUR WALL CONSTRUCTION ( )LAY;°R5 OF 5/8"TYPE X STAIRS & RAILING tu w m B P. BD.BOTH SIDES OF WALL TYP. MUST MEET BUILD 6'-H EDITION UL.DE5.U301(4-2 HR)(F) GW15 GW15 GW15 GW15 GW15 GW15 GW14 GODS GW15 GW15 GW15 GW15 z i �n1 %3 T < 4'-4 1/4" 552421R Imm82421R 82421R 1 01_511 Z \ TRAVEL DISTANCE ,; _ X FACP FROM FRONT STAIR `_y x sM Q L 11 SHOWEi - TO 'I:; T; 2 0 m AS _ _ 13-1 T o w O BREAK ROOM LABORATORY/RM , REAR STAIR STEP DSM Ll1 O , iy \\ 34.q FEET I X. :,, r, T` ,,. . x - - 3068 14' v Z z MASSAGE M #4`\ 1 f/2 CN HR FIRE RATED x SM u- 3068 I u 1 v O SM 20 -q 1/16 ; SELF-GL051NGDOOR_ JAN GL 8 \ 5 �� O O $k 7q \ 124� CO/S tr m BATH#2 3068 - ---- -' STAFF OFFICE co INSTALL UNDERSIDE OF ''; :. >, -CF� \ - _u, T ;, - - AV 1 ROOF T U55E5 (BOTTOM CORD) Co/SD coy , F `— �v _ 6'-2 5/16" k - x; �vco E y (2) LAYERS OF 5/5" TYPE X GYP. - ---- - _ r J rn m n, h BO. TYP. IN ALL AREAS OF SECOND FLOOR ( r - 1 HALL/ 1.5 Ou v v m t- '> BATI4#1 —� �' GL N 5 m FIRE' TED mp 3 0 0 . :.� EXAM / RM �, 5TE DOOR Zoo ELEVATOR m �I iv w A.N.5.1./G.G. COMPLIANT N 1 rV \ � c1fl <- - rn - 11 S POUR t- lu Orn 7� x ,rr?'. '.,. • 3068 F RATED 7 — — --1 �5T'8-L DOOR m -x -[) STORAGE I • • III C� m P EP ROOM #1 PREP ROOM #2BATH- M' - -_ _. _ -FF--AA—P] cn SM O r 1 " I I ` 1 1/2 HR FIRE RATE m~ - - ` O SM DO O v 1 41-q 3/4 \ - - - � _{ x cn \-1_611 ` SELF-CLOSING DOOR Zv (C I EXAM / RM -1 Ln O ''' f�J v ' 6 FEET k COMMON ARE — TRAVEL J DI5TANCE n • jO - -- — > 100 FT 1.5 HOUR \ w n E FIRE RATED ---- _ I. D iv - - ' %,: •..J"Tr;; ,. � ti.ti , y r T\ UNIT 5 (� - - -- 3068 MEDICAL OFFIGE`� CLN r- F AV _ q 4 \ ° UNI (2, 1361-50/f=T) GW,S;. 1OFFICE A.N.5.1./G.c.t/ G MPL1 , T �j Ico SM m BAT RM 1 �,EI�5OI`� SERVICE \��- q' T F v sM T AV V - - s AV o 11168 / - --- - �� _ TRAYEL DISTANCE v, 3068 3068 2-1 15/16 --- m 10'-2 1/S" � = TO -- 7- - REAR STAIRS 92 FEET WAITING� OOM I > - F�v -�F r .-. '- - TO E - SM - T -' FRONT DOOR FET INSTALL UN R51DE OF _ (n O D b E x F G ROOF TRUSS 5 B TOM G I M c� - E ( ORD s ac ) -- - it In CV _— 11I•'a Lu (2) LAYERS OF 5/8 TY X GYP. � _ OFFICE RECEPTION CN BD. TYP. IN ALL AREAS OF 5EG ND FLOOR k �` I � i ! CONFERENCE ROOM = 21' � , 5TO RAGE 7'-3" 8'-1 D" 8'-1 D" �-1,2'-4, 1/2" AY 15 / G15 G15 G15 L - _ G15 G15 G15 615 G15 615 / C15 C15 C15 C15 C15 C15 C15 C15 ` O DATE : DIAGONAL DIMEN51ON 7/28/17 FROM INTERIOR CORNER TO INTERIOR CORNER 15 8'-01/2" 15'-5 1/2" 15'-11" 11'-6 301 4'-5 5/8" 16' 231.111 SCALE : bq FT g5' 9EV SHEET: D AUG - 3 2017 F-3 2nd Floor DT1RVINGE DE -.*�OV SOUTHOLD