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HomeMy WebLinkAbout41509-Z 4�Q f FQt,YC�Gy Town of Southold 1/17/2019 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40178 Date: 1/17/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: 104 Miller Pl, Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-34.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/7/2017 pursuant to which Building Permit No. 41509 dated 4/7/2017 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: _ commercial warehouse as applied for. The certificate is issued to F&S LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CIO-16-0008 11/06/2018 ELECTRICAL CERTIFICATE NO. 41509 07/10/2018 PLUMBERS CERTIFICATION DATED 07/17/2018 R and Goelz u ho ' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 TOWN CLERK'S 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#: 41509 Date: 4/7/2017 Permission is hereby granted to: F & S LLC 538 Edwards Ave Calverton, NY 11933 Av"f AV- To: construct a commercial building (b>r6'%'* with no retail) as applied for per SCHD & Planning approvals. At premises located at: 104 Miller PI, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-3-4.9 Pursuant to application dated 4/7/2017 and approved by the Building Inspector. To expire on 10/7/2018. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $3,112.40 CO -COMMERCIAL $50.00 Total: $3,162.40 Building �-Ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Buildin (check ne) Location of Property: House No. Street Hamlet Owner or Owners of Property:— .L L c— Suffolk County Tax Map No 1000, Section �3 Block 2) Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 60 C/ Applicant Signature pF SO!/T�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road cm_ Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(-town.southoId.ny.us Southold,NY 11971-0959 Q couff N' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: F & S LLC Address: 104 Miller Place city,Cutchogue st: New York zip: 11935 Building Permit#: 41509 section: 83 Block: 3 Lot: 4.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: LYLA Electric East License No: 4737-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures 21 HID Fixtures Service 3 ph 400A Hot Water ELEC GFCI Recpt g Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt 3 Recessed Fixtures CO Detectors Sub Panel A/C Blower 6 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect 400A Switches g Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Exit/ Emergency Fixtures, 3- Garage Door Openers, 3- Bath Fans, 3- Electric Hand Dryers, 1- Circulator, 3- Parking Lot Lights, Geothermal Circuits, 1- 50A, Notes: 1-3A, 5- GFCI Circuit Breakers, 6-Air Handlers. Inspector Signature: Date: July 10, 2018 0-Cert Electrical Compliance Form.xIS O�tpF SOUT�o� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ��CO BUILDING DEPARTMENT TOWN OF SOUTHOLD SEP � 5 20`i� CERTYFYCATYONocowpv BII1LDMO DEPT. Date: 7— / 7— Building Permit No.. L/f,S 47 cl Owner: (Please print) Plumber: g 1 a b, (�b Z (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIu e Sworn to before me this �7 day of,.—Tcu(q0 J'i� ANNA FIORITA "otary Public,State of New York Reg.No.01 F16M364 Qualified in Suffolk u commission Expires r / F Notary-Public, I (� -County B Y SYSTEM RECORD OF COMPLETION This form is to be completed by the system installation contractor at the time of system acceptance and approval. It shall be permitted to modify this form as needed to provide a more complete andlor clear record. Insert N/A in all unused lines. Attach additional sheets,data, or calculations as necessary to provide a complete record. Form Completion Date: 7/13/18 Supplemental Pages Attached: 0 1. PROPERTY INFORMATION Name of property: F&S LLC Address: 104 Miller Place,Cutchogue,NY 11935 Description of property: Storage Building Name of property representative: Joe Miller @ F&S LLC Address: 538 Edwards Avenue,Calverton,NY 11933 Phone: 631.369-4900 Fax: N/A E-mail: Jmiller@lcmillermanagement.com 2. INSTALLATION, SERVICE,TESTING,AND MONITORING INFORMATION Installation contractor. Electronic Alarm Systems Address: 51 Trade Zone Drive,Ronkonkoma, NY 11779 Phone: 631-981-1700 Fax: 631-981-1778 E-mail: info@easlink.com Service organization: Electronic Alarm Systems Address: 51 Trade Zone Drive,Ronkonkoma,NY 11779 Phone: 631-981-1700 Fax: 631-981-1778 E-mail: info@easllnk.com Testing organization: Electronic Alarm Systems Address: 51 Trade Zone Drive,Ronkonkoma,NY 11779 Phone: 631-981-1700 Fax: 631-981-1778 E-mail: Info@easlink com Effective date for test and inspection contract: N/A Monitoring organization: Metrodial Corporation Address: 25 Bethpage Road,Hicksville,NY 11801 Phone: 516-681-8877 Fax: 516-822-4495 E-mail: N/A Account number: C20017 Phone line 1: N/A Phone line 2: N/A Means of transmission: Sole Path Cellular Communicator Entity to which alarms are retransmitted: Cutchogue FD Phone: 631-734-6907 3. DOCUMENTATION On-site location of the required record documents and site-specific software: In FACP 4. DESCRIPTION OF SYSTEM OR SERVICE This is a: ®New system ❑Modification to existing system Permit number: 41509 NFPA 72 edition: 2013 4.1 Control Unit Manufacturer: Mircom Model number: FA30112DDR 4.2 Software and Firmware Firmware revision number: 1.7.8 4.3 Alarm Verification ®This system does not incorporate alarm verification. Number of devices subject to alarm verification: Alarm verification set for seconds Copyright 02012 National Fire Protection Association This form may be copied for individual use other than for resale It may not be copied for commercial sale or distribution r �4�_ T-3 � E S ,L SYSTEM RECORD OF COMPLETION (continued) 5. SYSTEM POWER 5.1 Control Unit 5.1.1 Primary Power Input voltage of control panel: 120vac Control panel amps: 20amps Overcurrent protection: Type: Resettable Circult Breaker Amps: 20amps Branch circuit disconnecting means location: Electrical Room Number: 5.1.2 Secondary Power Type of secondary power: Sealed Lead Acid Location,if remote from the plant: In FACP Calculated capacity of secondary power to drive the system: In standby mode(hours): 24 Hours In alarm mode(minutes): 5 Minutes 5.2 Control Unit ® This system does not have power extender panels ❑ Power extender panels are listed on supplementary sheet A 6. CIRCUITS AND PATHWAYS Pathway Type Dual Media Pathway Separate Pathway Class Survivability Level Signaling Line Device Power Initiating Device B 0 Notification Appliance B 0 Other(specify): 7. REMOTE ANNUNCIATORS Type Location 8. INITIATING DEVICES Addressable or Type Quantity Conventional Alarm or Supervisory Sensing Technology Manual Pull Stations 1 Conventional Alarm Smoke Detectors 1 Conventional Alarm Photoelectric Duct Smoke Detectors Heat Detectors Gas Detectors Waterflow Switches 1 Conventional Alarm Tamper Switches 2 Conventional Supervisory Copyright©2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution (p 2 of 3) SYSTEM RECORD OF COMPLETION (continued) 9. NOTIFICATION APPLIANCES Type Quantity Description Audible Visible 3 Ceiling Mount Strobe Light Combination Audible and Visible 7 (4)Wall Mount Horn/Strobe,(2)Ceiling Mount Horn/Strobe,(1)WP H/S 10. SYSTEM CONTROL FUNCTIONS Type Quantity Hold-Open Door Releasing Devices HVAC Shutdown Fire/Smoke Dampers Door Unlocking Elevator Recall Elevator Shunt Trip 11. INTERCONNECTED SYSTEMS ® This system does not have interconnected systems. ❑ Interconnected systems are listed on supplementary sheet 12. CERTIFICATION AND APPROVALS 12.1 System Installation Contractor This system as specified herein has been installed according to all NFPA standards cited herein. Signed: i�lcr; Printed name: ��"Y Co 40111 3 r Date: 7/13/18 Organization: Electronic Alarm Systems Title: I✓ P Phone: 631-981-1700 12.2 System Operational Test This system as specified herein has tested according to all NFPA standards�cited herein. Signed: '/�j /liL� Printed name: Date: 7/13/18 Organization: Electronic Alarm Systems Title: L� !7 Phone: 631-981-1700 12.3 Acceptance Test Date and time of acceptance test: Installing contractor representative: Testing contractor representative: Property representative: r AHJ representative: Copyright©2012 National Fire Protection Association This form may be copied for individual use other than for resale It may not be copied for commercial sale or distnbution (p.3 of 3) All Act for 020017 - Tue.31.]ul .2018.12.43.txt 07/31/18 Al 1 Acti Vi t Report Page: 1 F & S LLC (T) 104 MILLER PLACE CUTCHOGUE, NY 11935 USA F & S LLC (T) Account: C20017 104 MILLER PLACE From: 07/31/18 at 12:00 CUTCHOGUE , NY 11935 USA To: 07/31/18 at 23:59 Date Time Signal Information Account: 020017 -------- -------- ----------------------------------------------------------- 07/31/18 TUE 12:13:50 SIGNAL RECEIVED: (E113 ) E113 003 FIRE-WATERFLOW WATERFLOW 12:15:27 SIGNAL RECEIVED: (R113 ) R113 003 RESTORE WATERFLOW 12:17:17 SIGNAL RECEIVED: (E113 ) E113 003 FIRE-WATERFLOW WATERFLOW 12:20:22 SIGNAL RECEIVED: (R113 ) R113 003 RESTORE WATERFLOW 12:21:02 SIGNAL RECEIVED: (E113 ) E113 003 FIRE-WATERFLOW WATERFLOW 12:22:54 SIGNAL RECEIVED: (R200 ) R200 005 RESTORE 12:31:00 SIGNAL RECEIVED: (R113 ) R113 003 RESTORE WATERFLOW 12:32:39 SIGNAL RECEIVED: (E113 ) E113 003 FIRE-WATERFLOW WATERFLOW 12:34:28 SIGNAL RECEIVED: (R113 ) R113 003 RESTORE WATERFLOW 12:36:19 SIGNAL RECEIVED: (E113 ) E113 003 FIRE-WATERFLOW WATERFLOW 12:38:08 SIGNAL RECEIVED: (8113 ) R113 003 RESTORE WATERFLOW 12:38:48 SIGNAL RECEIVED: (E113 ) E113 003 FIRE-WATERFLOW WATERFLOW 12:39:25 SIGNAL RECEIVED: (R200 ) R200 004 RESTORE 12:40:05 SIGNAL RECEIVED: (E200 ) E200 004 FIRE SUPERVISORY SPRINKLER TAMPERS (2) 12:40:44 SIGNAL RECEIVED: (E110 ) E110 002 FIRE ALARM FIRE MAIN ENTRY PULL STATION 12:41:24 SIGNAL RECEIVED: (R200 ) R200 004 RESTORE 12:42:02 SIGNAL RECEIVED: (E200 ) E200 004 FIRE SUPERVISORY SPRINKLER TAMPERS (2) 12:42:41 SIGNAL RECEIVED: (R200 ) R200 004 RESTORE Page 1 r V CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work, Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It Is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAMEI�� DateiM PROPERTY ADDRESS I7/ J r ACCEPTED BY APPROVING AUTHORITY(-S)NAMES �AVM No ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANSYE ❑ NO EQUIPMENT USED IS APPROVED ES ❑ NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ES ❑ NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES 1 SYSTEM COMPONENTS MAINTENANCE INSTRUCTIONS NO 2 CARE AND MAINTENANCE INSTRUCTIONS E� ❑ NO 3 NFPA 25 S ❑ NO LOCATION SUPPLIES BUILDING OF SYSTEM YEAR OF ORIFICE TEMPERATURE' KE M DEL MANUFACTURE SIZE QUANTITY I RATING SPRINKLERS PIPE AND Type of Pipe. Schd.40 Lightwall FITTINGS Type of Fittings Cast Iron 125# and roove MAXIMUM TIME TO OPERATE ALARM DEVICE THRU TEST CONNECTION I ALARMLVE TYPE MAKE MODEL MIN SEC. O FLOW L (-INDICATOR DRY VALVE Q O D MAKE MODEL SERIAL NO MAKE MODEL SERIAL NO 0 TIME TO TRIP TRIP POINT TIME WATER ALARM THRU TEST WATER PRESSURE AIR PRESSURE AIR REACHED OPERATED CONNECTION' PRESSURE TEST OUTLET' PROPERLY DRY PIPE MIN SEC, PSI PSI PSI MIN. SEC YES NO OPERATING Without / �� i El TEST Q O D �.Zi W nth ❑ ❑ Q O.D. IF NO,EXPLAIN. `MEASURED FROM TIME INSPECTOR'S TEST CONNECTION OPENED. (OVER) �(�90 1- Q OPERATION ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPING SUPERVISED ❑ YES ❑ NO DETECTING MEDIA SUPERVISED ❑ YES i❑ NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS ❑ YES ❑ NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO,EXPLAIN DELUGE& PREACTION ❑YES ❑ NO VA VES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RELEASE f\f YES NO YES NO MIN SEC ❑ ❑ ❑ ❑ HYDROSTATIC. Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3 4 bars)above static pressure in excess of 150 TEST psi(10.2 bars)for two hours Differential dry-pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be DESCRIPTION stopped PNEUMATIC, Establish 40 psi(2 7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0 1 bars)in 24 hours Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi 0.1 bars in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2_HRS IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ ElNO EQUIPMENT OPE ES PROPERLY YES ❑ NO DO YOU CERTIF AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS,SODIUM SILICATE OR DERIVATIVES OF SODIUM SILT E,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS9 TESTS YES ❑ NO DRAIN I READING OF GAG LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TEST TEST CONNECTION PSI I CONNECTION OPEN WIDE PSI UNDERGROUND MAIN AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING OTHER EXPLAIN VERIFIED BY COPY OF THE U FORM NO.85B ❑YES ❑ NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ❑YES ❑ NO BLANK NUMBER USED LOCATIONS NUMBER REMOVED TESTING GASKETS WELDED PIPING ®YES ❑ NO IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10 9,LEVEL AR-3? ®YES ❑ NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN f VhDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10 9,LEVEL AR-3? ®YES ❑ NO • DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? ®YES ❑ NO A / CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL �IVp DISCS CUTOUTS(DISCS)ARE RETRIEVED? ®YES ❑ NO HYDRAULIC NAME PLATE PROVIDED IF NO,EXPLAIN DATA NAMEPLATE ®YES ❑ NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN REMARKS NAME OF SPRINKLER CONTRACTOR n/ ac ISO,' `JO ((/ TEST9 WITNESSED BY Y Lbs FOR TY (SIG D) TITL DATE SIGNATURES FOER RACT (SIGNED) TITLE DAT ADDITIONAL EXPLANATION AND NOTES (BACK) SOUTyo! `ycourm,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ FOUNDATION 1 ST RogovIll ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) I1 ~ REMARKS: - DATE ll INSPECTOR E SOU 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 SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: �n DATE INSPECTOR I �D of soy �o ���y00UM`I,N�Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( INAL) REMARKS: h `oV)AU Q ,,- f4k/wlz PKVI. is t� DATE INSPECTOR qio7 �pE SOUTy �y00UM'1,p� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. U/14rtt&ffjVA4�> [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �I 7,MARKS: lS DATE INSPECTOR t 500o**' Y SOF SOUl9 �o� opo H O i old UMV,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N ( ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE ,& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) - MARKS: V bum UJA I ftk / 0 DATE I24 8 INSPECTOR OE SOUTy�� G C Lr' 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 / INSPECTOR OF 50(/jho� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm765-1802 4 ��o — 1 N S P ECT 10 N [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ' ] CAULKING REMARKS: DATE 7 /G i INSPECTOR f OE SO(/T TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATTION [ ] FRAMING /STRAPPING [ FINAL ODS'► 01• Aa,�,- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONQ [ ] CA LKING &A-w 1. REMARKS: l a0 flAA&C, 6m�ig-me4z �&, . w&(V h 6opyj 41wivvA& im, &6" V/1 I DATE INSPECTOR Ir �aOF 50pTy� * * TOWN OF SOUTHOLD BUILDING DE T coa765-18O2 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) [ ] CODE VIOLATION ( ] CAULKING RE RK m DATE �� ��- INSPECTOR ` Of SOUTy� h� l0 * TOWN OF SOUTHOLD BUILDING DEPT. �ycnurmN�'' 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) [ ] CODE VIOLATION [ ] CAULKING REM RKS: Zc) Aia—,--cx- Opv4 1 ) L--N I MAL (/h DATE INSPECTOR . , jMO FOUNDATION(IST) ------------------------------------- • • - Ic OF ROUGH FRAMING& PLUMBING KWR m. iii l' � �• rs' -^ INSULATION STATE ENERGY CODE .� / fill V.ftlWy 11 el l�ilR 07 W,W;)IV' 00-id;RM ' 4VOW ,W 1. ADDITIONAL COMMENTS -- t�l�l •• W, ON • I ' AWAMM i .sil ..�L.I�Y.r. �� • 11RAW=, . .l •':� MM21A' ' i �� OU,iTiR�� Ml is . TOWN OV-SO&HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 (J Survey SoutholdTown.NorthFork.net PERMIT NO. �/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 2 / Phone:63 i— Expir tion0 M,D UV I D 4 , nspector MAR 2 9 2017 APPLICATION FOR BUILDING PERMIT BUILDING DEPT. Date 20 TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pen-nit 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. F & 5, LLC,. (Signature of applicant or name,if a corporation) 538 F-OkNARD5 AVENUE GALVERTON, NY. 11 q33 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNER Name of owner of premises F & 5, LLC,. (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. J.C,arleton Contracting #15527-H. Plumbers License No. All BufFolk Plumbing # 1436P Electricians License No. Other Trade's License No. t� 1. Location of land on which proposed work will be done: LOT 2 COX LA. - 50UTHWE5T CORNER OF COX LANE & OREGON RD. CUTCHOGUE. House Number Street Hamlet County Tax Map No. 1000 Section 03 Block 03 Lot 4•q Subdivision"*CUTCHOOLIE BUSINESS CENTER Filed Map No. 12031 Lot #2 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy UNDEVELOPED-VACANT b. Intended use and occupancy BREWERY-GROUP F-2 FACTORY 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost �6104,90 000 Fee (Description) '! (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A NONE 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. BREWERY 7. Dimensions of existing structures, if any: Front N/A NONE Rear Depth Height Number of Stories NOT APPLICABLE Dimensions of same structure with alterations or additions: Front N/A NONE Rear Depth Height Number of Stories NOT APPLICABLE 8. Dimensions of entire new construction: Front 65 Rear 65' Depth 100' Height 28'-10" Number of Stories 1 9. Size of lot: Front 1 84.52' Rear 1C11.011 Depth 217' 10. Date of Purchase 2140 /47-_ Name of Former Owner 51 I1« claw 11. Zone or use district in which premises are situated L1 - LIGHT INDUSTRIAL 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO 536 EDNARD5 14.Names of Owner of premises F & 5, LLC. Address GALVERTON,NYVNUE 1E 933 Phone No. 631-36q-4g00 Name of Architect Eric Nicosia, RA. Address Ra kL Pont9NY 11115 Phone No 631-q26-4456 Name of Contractor J.Garleton Gontracting Address Islip,NYY111ay 15, Phone No. 516-07.1-0457 15 a. Is'this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES, PROVIDE A COPY. DEBORAH J. BALDASSARRE Notary Public, State of New York STATE OF NEW YORK) Registration#01 BA6336626 Qualified In Suffolk County COUNTY OF j SI : Commission Expires Feb. 8, 2020 _ Jalts ft, 'It LW being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 19 W%% (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 cX3 day of M&YCU 20_q_ e Notary Pub ie Signature of Applica t MAILING ADDRESS: PLANNING BOARD MEMBERS pE S0 P.O. Box 1179 DONALD J.WILCENSKI �0�� yOl® Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �y�OUNTY Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D F=C1E0'V[2 D March 28, 2017 MAR 2 9 2017 BUELDING DEPT. Mr. Charles Cuddy TOWN OF SOUTHOLD 445 Griffing Avenue Riverhead, NY 1 pol Re: Approved Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.9 Dear Mr. Cuddy: This letter acknowledges receipt of the Suffolk County Department of Health Services (SCDHS) approval for reference C10-16-0008 "processing only", and the filed Covenant & Restriction: Liber— D000012903 Page —704 with the Office of the Suffolk County Clerk. Based on receipt of the above, the two (2) conditions outlined in the December 19, 2016 Final Approval resolution have been satisfied. The endorsed Site Plans are enclosed. Very truly yours, - s, 4 . Donald J. Wilcenski Chairman Encls. cc: Michael J. Verity, Chief Building Inspector Jamie Richter, Office of the Engineer 415 0a OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��0� S�UJyO P.O.Box 1179 54375 State Route 25 Q l0 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 cn www.southoldtow-nny.gov �lyc4UNT`I,Nc� PLANNING BOARD OFFICE TOWN OF SOUTHOLD DEVE D October 9, 2018 OCT - 9 2018 Mr. Charles Cuddy BUILDI NGD - 445 Griffing Avenue TOWN OF SOUTHOLD Riverhead, NY 11901 Re: Approved Site Plan for Threes Brewing East 12820 Oregon Road, s/w corner of Oregon Road & Cox Lane, Cutchogue SCTM#1000-83.-3-4.6 p q !Yl ` lU, PlA ct Dear Mr. Cuddy: $3 —3— L1• 9 The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the submitted as-built photometric plan and the site inspection conducted October 4, 2018. The site is now in conformance with the approved Site Plan entitled "Three's Brewing East", prepared by Eric Nicosia R.A., dated July 17, 2016 and last revised October 18, 2016. This letter does not condone any changes from the approved Site Plan and approvals from 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. Respectfully, Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director, fcMichaell( "K6fsBuiIdingxlnspector James Richter, Stormwater Manager 46 �V � - w[E , IF BUILDING DEPARTMENT-Ele I spTelctar D- TOWN OF SOUTH • 0ev Town Hail Annex- 54375 Main Road - 138)90 . 418 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631)765=Q50-2=t'r T. roger.richertOltown.southoldAM OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: SNnr.Y-5 Date: 2611 Company Name: rcprsT Name: License No.: YJ 3 s i email: Address: c �S� Phone No.: JOB SITE INFORMATION: (AA Information Required) Name: F4-S U-C GCLex�P� l 'tt Address: turle ` Cross Street: Phone No.: & - - 0tQ6 Bldg.Permit email: Tax Map District: 1000 Section: 4g Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) lR-si -it 3 OwL AcoAwy t Circle All That Apply: Is job ready for inspection?: YES t NO Rough In FI Do you need a Temp Certificate?: (9/ NO Issued On Temp Information: (All information required) Service Size 1 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect-Service Reconnected =nderground' Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: fG + PAYMENT DUE WITH APPLICATION Glrl.�l & i 82-Request far Inspection FormAs f O� F��CO BUILDING DEPARTMENT-Electrical Inspector c� 2 TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y� app- Telephone(631) 765-1802-FAX(631)765-9502 1 ' ` Temporary Certificate # 755 Date btP6X ly 2018 Customer Name rcs. Electrician Name I W,4 C-L4�d. &-7�s Address 2;5--f,�r CIOY U Phone e-mail �� �j �� e-mail 4/L,ClOt-r Phone License# 4MI— MC Size__Ljg_A Phase Overhead Underground _ #of Meters C Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 d from the date above. Authorized by guFFIII1,r BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'y-4 � �a0� Telephone (631)76 4802-FAX(631)765-9502 Temporary Certificate # 7S'# Date et#96 c / 7-- 2018 Customer Name Electrician Name 1, �y¢ L � e 4AT Address f(jjl�G L� �� G� Phone e-mail e-mail &YCge'Z '•@eg'S Phone License# L737 —N6: Size bO A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New , "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 s f above. Authorized by ��S�f�OCxC Town Hall Annex �� y�`'� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P- O. Box 1179 o z 1i Southold. NY 11971-0959 o 40b- BUILDING BUILDING DEPARTMENT NOTICE OF UTILIZATION OF*TRUSS TYPE CONSTRUCTION, FRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner. L �' Location of Property: age Please take notice that the (check applicable line): New residential structure - Addition to existing residential structure _ Rehabilitation to an existing residential structure to be constructed or-petforme at the sub,�ect pigperiy reference above will atilize (check applicable fine): Truss type construction (TT) Pre-engineered unwed construction (PW) Timber construction (T-C} in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) s Roof framing (R) -Floor and roof fta.ming (FR) Signature: 2�7 71� • r � - I Mame (person submitting this form): " Capacity(check applicable line): Owner .Owner representative TrussResReg15.docx Efferiive 1!12015 PP Enuric Nicosia 149isterod /\r6h itod PO Box 879 ■ Rocky Point, N.Y. Tel: (631) 928-4456 Transn*W . E-mail: architectonics To: Town of Southold Building Department Date 04/07/17 Re: Lot 2 Cox La.Cutchogue-Threes Brewing East From: Eric Nicosia, RA. Enclosed please find the following: One complete set of Building (Sheet G-0.1, Page 1 revised 4-7-17), Foundation and Site plan drawings. Three copies of Sheet G-0.1, Page 1 revised 4-7-17. The changes to Sheet G-0.1 of the building plan set have been circled and include: -Stairway Handrail extensions referenced to ICC A117.1-2009 505.1. -The Storage design loads have been increased from 120 to 125 psf. Eric ;/''aY, R.A. e Nov. 19.2018 03:27 PM JAMES MILLER 6313694082 PAGE. 1/ 1 Fo,u 4& -7 q sa;k, ® C= DT d F&S,L .C. NOV 1 9 2018 538 Edwards Avenue Calverton,NY 1103 TOWN OF SO OLD 630WA 0 Pax 631.' 69.4082 November 19, 2018 Town of Southold Building Dept. 54375 ICY-25 Southold, NY 11971 We would like to request a six month extension to building permit#41509 which expired on 10/7/2018. The work at 104 Miller Place in Cutchogue issued to F&S LLC has been completed and approval from the su folks cwnty Health Dept Ns bftn granted. We are,awaffing•fdnal pap4uwork to be able to ciose-out the Certificate of Occupancy. Please advise us of any additional Information you might require to grant this request. Tha u J s Miller y ACCESS EASEMENT THIS INDENTURE, made this -4- day of ti�ti� , 20_1,L, by and between F &S LLC ("GRANTOR"), and F & S LLC ("GRANTEE"). WHEREAS, GRANTOR is the owner,in fee simple of certain real property located in the Town of Southold, Suffolk County, New York, identified as SCTM# 1000-83-3-4.6, and has made application to and has received approval from the Southold Town Planning Board to subdivide said real property into five (5) lots as shown on the Subdivision Map entitled "Clustered Standard Subdivision of Cutchogue Business Center" prepared by Martin Sendlewski, AIA, last dated r- 6 which map is to be filed in the Suffolk County Clerk's office, and is shown in Exhibit A and hereinafter referred to as "the Subdivision"; and WHEREAS, the aforementioned five lots each contain a portion of a private right-of- way named Miller Place, as shown on the Subdivision map, and in Exhibit A; and WHEREAS, the GRANTOR desires to provide unfettered access to and from each of the five lots of this subdivision over Miller Place to the adjacent public streets (Cox Lane and Oregon Road); and WHEREAS, the Southold Town Planning Board required this Access Easement to provide safe and adequate emergency access, as well as sufficient access by vehicles to the lots in said subdivision; and WHEREAS, this Access Easement shall be perpetual; and WHEREAS, the Access Easement area is described on Schedule B annexed hereto and made a part hereof; and NOW THEREFORE, in consideration of ONE DOLLAR ($1.00) and other good and valuable consideration to GRANTOR, the receipt of which is hereby acknowledged, this agreement: WITNESSETH 1. GRANTOR and its successors and assigns does hereby grant, transfer, bargain, sell and convey unto GRANTEE, in perpetuity subject to the limitations contained herein, an access easement, of the nature, character, and to the extent hereinafter 1 � , set forth over and upon the Access Easement. 2. This Easement shall run with the Subdivision as an incorporeal interest , and shall extend to and be binding upon GRANTOR, GRANTOR'S agents, tenants, occupants, heirs, personal representatives, successors and assigns, and all other individuals and entities. The word "GRANTOR" when used herein shall include all of those persons or entities and "Grantee"shall be defined as the owners of each of five lots in the subdivision, shown as Lots 1, 2, 3, 4 and 5 on the filed subdivision map, and as enumerated in Exhibit A. Any rights, obligations, and interests herein granted to GRANTEE shall also be deemed granted to each and every one of its subsequent agents, successors, and assigns, and the-word "GRANTEE" when used herein shall include all of those persons or entities. 3. The nature, character, and extent of the easement hereby granted is as follows: (a) GRANTEE shall have the right to use the Access Easement for: (9) vehicular and pedestrian ingress and egress from GRANTEE'S Premises to the public highways known as Cox Lane and Oregon Road, and (2) installation, maintenance, replacement, and reconstruction of all utilities to his, her or its Lot or the other Lots, including but not limited to gas, cable television, telephone, electrical power, sewer, water, and drainage. (b) GRANTEE and GRANTOR shall have the joint and several responsibility of maintaining said Access Easement area in accordance with the terms of the Road Maintenance Agreement a copy of which is annexed hereto as Exhibit B. 4. Failure of GRANTOR or GRANTEE to insist upon the strict performance of any provision of this easement shall not abrogate, or be deemed to waive, any of GRANTOR'S or GRANTEE'S rights under this easement. IN WITNESS WHEREOF, the parties have hereunto set their hands and seals as of the date and year first above written. Y F &S, LLC Grantor F &SLLC z�awv� G. M&r , Grantee STATE OF NEW YORK) - ) ss.. COUNTY OF SUFFOLK) On this y" day of � Yrt, , in the year 20JL before me personally appeared J C. %AZU&t: , known to md or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public 04-0 PuV JCI 4-� 6f dde oya-� K4. 01,01 6--�,3 sof V. 0,0VWyvc.Is�i STATE OF NEW YORK} ss.: �Pa iZfre c_ vtt^��1,y• s COUNTY OF SUFFOLK) On this �F-day of red , in the year 2016, before me personally appeared known to m'd or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. L Notary Public j11 12t."6�, S-f-z r of e w Va -- dJ0 _ 1 1 t1 fo3�� 511 wLw.:,SS t +,-• �°`'f lr�5" `^.c,c e�s�i 1 �20LAD SEEARCHITECTURAt PLANS FOR SITE GRADING A RIGHr Or WAYDRAINAGE. 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II I 50,11450.FT, ttmwrJ I et ' LOU11St1Ap a j { I ( ,q I q I i 1 "I I p u4rRrwr/iiw atr}Idr LOTS 1' AvwtrtllaacattrrrPD rum Draaw tOYW.YtY7rl9aeuc rcoairNblaprMl I I I I 1A62ACRE5 1 I d''I• I I I 46,275S0.FT. rl rurraerar r r 7 I I �' j j ii I I I I �r r rtrzrtuen„e.r Rau wro+tae L7 xnwr 1 I mlvruaana rxr¢'�• � 1 I r...__"__...-�-r-----' t.....�... - _�..-.-.� I 1 I i ..,o. _ r•~' _ i7 �� as�Yuwv Se�:.S"�� E 9bwudt + I I I i 1 „• ate"e.w 't 3� Oax0 1 .14 TYPICALL T1AY0117 FJn«L�,Ea�.wr MD!A r .r... j'-' tr;,Y9G � -•rrr,�_.:_'�..-1. - '.._...,� -;SI wPrDtxeamrrtvutr xaWattatw,wmaja � Ik.Y^Yw�•• 4 -� _ suRDrleu¢ti c ` {M R PLACE _ _ _ I_ ;ttI YuvPt�e NewroaN �q:zM'" ���e ii �� i /' -_,•.J 50:1?rG ENGjY_ / - _P+z Owl.ncy_vF-------------"_ I -T -e1 i Pxvacttow;wtvF y - _ -- - - - -• ____-- _ ---F'�� r-_-- tluar9imtaTNs a1rgDFtFItFYun "'�•" i AtPaaa�. act i .l-.- _.,1c.-. ! - -`_r-r,�. - _ ' .1�___p.--es_ tww t'�"s9x'TOI r�-�'�E9Aratwwts �_" �::.+'�•'�•:•�J1,,:, 277.76'J - ••---' '• ? r+ ---µv.�.:�_�..�„ - .pi�.,,,,.�-,r_r` FfYutEoi 11c1Wi1adx2711MI�rD'wVCRWrrArrragtwtiiPrFR �� YfiM£na,afma ' ------+ _ '•" -•�••�•••-• a.•}) ._.. _srrl-'�.._..___.. 1 n 6TiNF1 [Vt019W rlaraY❑r0! rf£PFAIIRf aIA alOIEg yy-- Illi rrtq -.•..n..rw1 • ' _ tOrre'AaY Cddl xJlL'• _- rJxp' wCxt➢r DWleFV4NtlRYIP PCQT1fICWi9A1r dWEIR .l --- r Yluuts01R I"urn"gni°Ifca.IntuaRvmtxoYrwmnuaT�mI nsrcRmr 9'5631"VY313.96 - -- ---------------- rNFrlrnalNfi/NIgGPTW'E'WMYl�1THFtNpppsPYEMAPPFAASVIixeu nrr ANosO SUfi El7NG '� aVA04F� I.tAD tbtYa4((neYmLYpr iGrlt lebq}nrr! talriW4 RNrlrC�tWr.EW1NPRaTYaWOPItgq,TllaPq/L}N4w4aTNE WPPfu �F M�NetteafG.F SOiMED11YYPUe ICIYaaA tttHIL'N•awr£ rAam'f�31AAT®C �, ;�. tRf t�MtM �`R, f i1Rdr aovuc7cw °a°o'�oitm'� _ _ atan u'vi.rtr awt¢t'f arrdmcvtus:rua rrtmum '�T"k= SCHEDULES B METES AND BOUNDS DESCRIPTION SCTM#1000-83-03-4.6 ROAD DEDICATION All that certain plot, piece or parcel of land, lying,berg and situate in Cutchogue, Town of Southold, County of Suffolk and State of New York being bounded and described as follows; Beginning at a point, said point being the corner formed by the intersection of the Easterly side of Oregon Road and the Southerly side of Cox Lane. Running thence along the Southerly side of Cox Lane, South 59 degrees, 55 minutes, 31 seconds East, 234.52 feet to the point or place of beginning. Running thence South 30 degrees, 12 minutes, 50 seconds West, 217.00 feet, Thence South 59 degrees, 55 minutes, 31 seconds East, 146.20 feet, Thence South 30 degrees, 12 minutes, 50 seconds West, 342.83 feet, Thence North 59 degrees, 55 minutes, 31 seconds West, 398.96 feet, Thence North 60 degrees, 49 minutes, 44 seconds East, 69.49 feet, Thence South 29 degrees, 10 minutes, 16 seconds East, 19.00 feet, Thence South 59 degrees, 55 minutes, 31 seconds East, 307.22 feet, Thence North 30 degrees, 12 minutes, 50 seconds East, 252.78 feet, Thence North 59 degrees, 55 ininutes, 31 seconds West, 146.20 feet, Thence North 30 degrees, 12 minutes, 50 seconds East, 257.00 feet, Thence South 59 degrees, 55 minutes, 31 seconds East, 40.00 feet to the point or place of begs ing. Area of 40 foot Right of Way(known as Miller Place)=45,563 square feet = 1.046 acres. EXHIBIT B ROAD MAINTENANCE AGREEMENT THIS DECLARATION made this day of W� G�-�� , 2016, by F & S LLC, residing at 538 Edwards Avenue, New York, 11933 hereinafter referred to as the "DECLARANTS"; WITNESSETH: WHEREAS, the DECLARANTS, are the owners of a certain plot, piece and parcel of land situate at, Curtchogue, in the Town of Southold, County of Suffolk, and the State of New York, known and designated as SCTM No. 1000-83--3--4.6 being more particularly bounded and described as set forth in Schedule"A",annexed hereto. WHEREAS, the DECLARANTS made application to subdivide a 6.097 acre parcel into 5 lots as shown on the "Subdivision for the Cutchogue Business Center", surveyed by Martin D. Hand, on Won last revised J11ql I( (the Subdivision Map) annexed hereto as Exhibit A. WHEREAS, the Final Subdivision Map contains a right of way noted as "Miller Place", being more particularly bounded and described as set forth in Schedule "B", annexed hereto herein referred to as "Miller Place". WHEREAS, the DECLARANTS have executed an Access Easement for the use of Miller Place for the purpose of a right of way which is annexed hereto as Exhibit"B". WHEREAS, the DECLARANTS desire to provide for maintenance and management of Miller Place-which provides a common access of ingress and egress to Lots 1, 2, 3, 4 and 5; and the DECLARANTS agree that it is in the best interest of the DECLARANTS and any future owner of the property that the within declaration and covenant be imposed. NOW, THEREFORE, the within DECLARANTS do hereby covenant and agree as follows: 1. The owners of Lots 1, 2, 3, 4 and 5 as shown on the aforesaid subdivision map, shall share a right of way, here and after known as "Miller Place" to and fiom Cox Lane and Oregon Road. 2. The use of Miller Place shall be subject to the following restrictions: A. The owners of Lots 1, 2, 3, 4 and 5 shall have the joint, equal and mutual right to use, maintain and improve Miller Place for the purpose of ingress and egress to their respective lots. B. The terms "owner", "lot owner" or "lot owners" as used in this Declaration shall be deemed to include any heirs, distributees, successors and assigns of the Declarant and the respective lot owner or lot owners of Lots 1, 2, 3, 4 and 5. C. Each owner affected by the Agreement, by accepting a deed to or taking title to any part of the subject lots, does hereby authorize and accept, for any successor owner and his/her heirs, distributees, successors and assigns all of the conditions, obligations and restrictions and provisions of this Agreement. D. The word "maintenance", as used in this Agreement, shall be deemed to mean all costs and expenses in connection with Miller Place, including the maintenance or replacement of Miller Place, installation of common undergro-und utilities, maintenance and replacement thereof, snow plowing, sweeping, surfacing and re- surfacing, re-paving or re-graveling, filling in of holes and all those items necessary to make it convenient and safe for the owners of the aforesaid subject Iots to use Miller Place described in Schedule"B". E. The owners of the subject lots or any portion thereof shall determine what maintenance shall be done on Miller Place and the maintenance costs to be expended therefore by mutual agreement. F. All decisions for the improvements and/or maintenance of Miller Place shall be made by a majority vote of the lot owners affected herein. Proxy votes shall not be acceptable. There shall be (1) one vote per subject lot. Any lot owner may initiate a vote on any maintenance or improvement matter by sending a notice by certified mail, return receipt requested, to the other lot owners. Said notice shall contain all information necessary to make an infolmed decision on the matter. Any lot owner not voting affirmatively or negatively within (2) two weeks of the mailing of that notice shall be bound by the decision of those who do vote. A tie vote shall be considered approval of the proposition. G. All lot owners agree that Miller" Place shall always be maintained so as to be passable by ordinary passenger, service and emergency vehicles and this shall include prompt repair of any "potholes" or similar defects in Miller Place and shall be continuously cleared to a minimum of 20 feet in width and a minimum of 15 feet in height. H. In the event one of the lot owners fails to pay their proportionate share of maintenance costs within (7) seven days of notification of charges, such unpaid monies may be collected proportionately from the other lot owners. In this event, all lot owners having duly paid both their proportionate share of maintenance costs and that of the defaulting lot owner shall be deemed the contractor as defined in the New York Lien Law. The lot owner who has not paid his/her proportionate share shall subject his/her real property to the liens of the lot owners who have paid his/her share of maintenance costs. The lot owner who has paid his/her proportionate share of maintenance costs may also continence an action against the defaulting lot owner, in a court of appropriate jurisdiction, in order to recover the unpaid monies. In any action commenced against a defaulting lot owner, there shall be a presumption that the,maintenance work for which monies are owed was validly authorized by the majority of the lot owners and was competently performed by the contractor who did the work. A defaulting lot owner shall be liable for all maintenance costs and expenses, including but not limited to attorney's fees which are incurred by the'other lot owners in recovering the defaulting lot owner's unpaid share of maintenance costs. I. Notwithstanding anything to the contrary herein, each and every lot owner shall repair, at his/her sole costs and expense, any damage done to Miller Place by construction traffic or other implements used in the construction of improvements on the particular lot owner's land. Any failure to make or pay for such repair may be treated by the other lot owners as a default in the payment of maintenance costs, in accordance with sub-paragraph"G" above written. 3. This Agreement shall run with the land and shall be binding upon all grantees, heirs, executors, administrators, legal representatives, distributes successors or assigns of any portion of the subject parcels. 4. This Agreement is intended for the benefit of and shall construed to be in addition to and not in derogation or limitation upon any provisions of local, state and federal laws, ordinances, and/or regulations in effect at the time of execution of this Agreement, or at the time such laws, ordinances and/or regulations may thereafter be revised, amended or promulgated. 5. This Agreement is intended for the benefit of the lots owners and shall be enforceable by each owner by injunctive relief or any other remedy in equity or at law. The failure of said owners to enforce the same shall not be deemed to affect the validity of t1-As covenant nor to impose any liability whatsoever upon the owners. 6. That the owners, their respective distributes, devisees, personal representatives, successors or assigns, upon whom this agreement and conveyance shall be binding and to whom its benefits shall inure, shall not in any way impede or obstruct the other owners in the flee use of the right of way for the purposes set forth above. 7. If any section, subsection, paragraph, clause, please or provision of these covenants and restrictions shall, by a court of competent jurisdiction, be adjudged illegal, unlawful, invalid or be held to be unconstitutional, the same shall not affect the- validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful, invalid or unconstitutional. IN WITNESS WHEREOF, the owner has duly executed this instrument this t' day of February, 2016. F& S, LLC Jame . Miller l STATE OF NEW YORK) COUNTY OF SUFFOLK) t� On L! day of February, 2016, before me, the undersigned, a Notary Public in and for said State,personally appeared James C.Miller,personally lalowa to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary PublicoliC al n� S � No. IDJJi ,sem, t ���5 p e,�Vd re" hy\t l��� Vit CHICAGO TITLE INSURANCE COMPANY 330 OLD COUNTRY ROAD MINEOLA,NEW YORK 1.1501. 516-296-4600 Title No. 15-08-8588 SCHEDULE A All that certain plot,piece or parcel of land,situate, lying and being in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: Beginning at the conger formed by the intersection of the southeasterly side of Oregon Road with the southwesterly side of Cox's Lane; Running thence from said point or place of beginning, South 59 degrees 55 minutes 31 seconds East along the southwesterly side of Cox's Lane 475.72 feet to land now or formerly of North Fork Recycling, Inc.; Thence along said last mentioned land, South 30 degrees 12 minutes.50 seconds West 559.78 feet to land now or formerly of Jeanne M. Grace and Donald J. Grimm; Thence along said last mentioned land,North 59 degrees 55 minutes 31 seconds West 513.96 feet to the southeasterly side of Oregon Road; Thence along the southeasterly side of Oregon Road the following two (2) courses and distances: 1. North 60 degrees 49 minutes 44 seconds East 90.38 feet; 2. North 29 degrees 17 minutes 18 seconds East 482.15 feet to the corner first above mentioned at the point or place of Beginning. For Information Only: District 1000 Section 083.00 Block 03.00 Lot 004.006 DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 4day of +mss , 2014by F & S, LLC with offices at 538 Edwards Avenue, Calverton, New York 11933, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS ,the Declarant is the owner of certain real property situate on Oregon Road, Cutchogue, New York, Town of Southold, County of Suffolk, State of New York, more particularly'bounded and described in Schedule "A„ annexed hereto (hereinafter referred to as the Property); and WHEREAS,the Declarant has made an application to the Planning Board of the Town of Southold to subdivide said real property into five (5) building lots as shown on the Subdivision Map entitled "Final Plat for the Clustered Standard Subdivision of Cutchogue Business Center„ (hereinafter"Filed Map„),prepared by Hands on Surveying,last dated jk!t 6 ; and WHEREAS, for and in consideration of the granting of said subdivision application for tax map parcel number 1000-83-3-4.6, shown on the Filed Map, and as a condition of granting- said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS, the DECLARANT has considered the foregoing and has determined the same will be the best interests of the DECLARANT and subsequent owners of said lots. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of said lots, their heirs, executors, legal representatives,distributees, successors and assigns,to wit: 1. This subdivision is clustered pursuant to New York State Town Law 278 Subdivision Review, Approval of Cluster Development and Southold Town Code 24042 Authority and Purpose. 2. This subdivision is subject to specific setbacks as shown on the Final Plat entitled "Final Plat for the Clustered Standard Subdivision .of Cutchogue Business Center,,. 3. There shall be no changes to the lot lines unless authorized by the Town Planning Board. 4. No structures may be located within the Open Space Conservation Easement area shown on the Filed Map. S. The trees on the southwestern property boundary must be preserved and integrated in any future site planning as buffers to the greatest extent practicable. 6. The required planting of London Plane Street Trees on Lots 3 and 4 are deferred for this subdivision until Lot 3 and 4 receive site plan approval from the Planning Board. At the time of site plan approval, 10 street trees shall be planted as shown on the final plat(6 to be planted on Lot 3 and 4 to be planted on Lot 4). The trees shall be a minimum of 4 inch caliper, planted 40 feet on center and shall be planted and maintained into perpetuity. 7. A right of way noted as Miller Place which provides the necessary circulation in and out of the subject lots and is provided in lieu of a cul-de-sac or other turn 1 , around at the end of the main access road from Oregon Road shall be used in conformance with the access agreement attached hereto as Exhibit A and maintained pursuant to the Road Maintenance Agreement attached hereto as Exhibit B. S. Prior to any Building Permit that is issued for Lots 1, 2, 3, 4 or 5 Miller Place• shall be designed in accordance with the specifications of Town Code and reviewed and approved by the Office of the Town Engineer and the Planning Board which provides the necessary circulation in and out of the site to the subject lots and is provided in lieu of the cul-de-sac or other turnaround at the end of the main access from Oregon Road, 9. Prior to any Certificates of Occupancy being issued for Lots 3, 4 and 5, Miller ' Place is completed as designed. 10. Vehicles shall not stand, park, idle or otherwise conduct any action that would impede, interrupt or block vehicular or pedestrian traffic on Miller Place. 11. All storm water run-off resulting from the development of any or all of the lots on the Filed Map shall be retained on site and shall be the responsibility of each lot owner. 12. Utilities, including but not limited to electric, gas, telephone and television, must be located underground. 13. The use of native, drought-tolerant plants shall be required in landscaping said lots. 14. Lots 2 and 3 contain 23,206 sq. ft. of Open Space created by cluster development. l 5. As shown on the filed map,23,206 sq. ft.of Open Space is located on Lots 2 and 3 in 50 foot wide and 20 foot wide vegetated buffers. 16. These open space areas are required to be maintained as scenic buffers to Oregon Road and Cox Lane.The existing row of evergreen trees located adjacent to Oregon Road and Cox Lane must be maintained in perpetuity. a. Dead or heavily damaged trees that no longer serve the purpose of visual screening to Oregon Road and Cox Lane must be replaced. b. Additional plantings of native species or plantings specifically approved by the Planning Board are permitted. c. Invasive or noxious plants may be removed,so long as the function of the landscaped buffer to provide screening from Oregon Road and'Cox Lane remains intact. 17. The following uses are permitted in the vegetated buffer area: a. Passive outdoor recreation which is defined as dispersed,noncommercial, nonexclusive,and non-motorized public recreational activities that do not rely on buildings or spectator facilities and have minimal impact on renewable natural resources.Such uses include walking,nature observation, bird watching and enjoyment of the open space. b. Picnic tables are permitted. c. Fences are permitted in accordance with the zoning regulations of the Southold Town Code. d. The use of motorized vehicles for the purposes of mowing and maintaining the vegetation. e. Drainage of stormwater and sewage disposal consistent with the permitted uses of open space outlined in the Southold Town Code is permitted, so Iong as the function of the landscaped buffer to provide screening from Oregon Road and Cox Lane remains intact. 18. Lots 1, 2, 3, 4, and 5 are subject to an Access Easement filed with the Office of the Suffolk County Clerk and fled under Liber and Page 19. Lots 1,2, 3, 4,and 5 are subject to a Road Maintenance Agreement fled with the Office of the Suffolk County Clerk and filed under Liber - and Page 20. A permanent "right hand turn only,, sign shall be, installed at the Oregon Road egress(or,exit). The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified,terminated,revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid,or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce shall same shall not be deemed to affect the validity of this covenant nor to impose any Iiability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. That the within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor,following a public hearing. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT; By. ter~ C. r'"1�11�� STATE OF NEW YORK) )Ss.. COUNTY OF SUFFOLK) On this qFOday of , , in the year 2Q_1�, before me personally appeared k o�vn to me or proved to me on the basis of satisfactory e4fdence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument, Notary Public 06 No a{''"I(L- Shit;(- 1 N ea CO nt v1M S"tet��. j✓cY�j trc�s 'ham up� (f Z VZ d HEAVY DUTY AND LOCKING CAST NOW OR FORMERLY:BOYD,GREGORY A. MIN. TO H-20 8" SCTM2950 OREGON RD 3001 CUTCHOGUE BUSINESS CENTER SUBDIVISION APPLICANT: MIN.TRAFFIC IRON COVERS TO GRADE TYPICAL GRADE 12950 OREGON RD BEARING 2a" r-o•MAx. Za• za° z'-o"MAX. za^ ���,,� � ZONING:AC AGRICULTURAL CONSERVATION I COX LANE.CUTCHOGUE, NY BEGINNING MIDDLE END, LLC 2'-6"MAX, 1 USE:RESIDENCE DI IVEW�AY LOT SCTM#: 1000-083-03-4.9 333 DOUGLAS ST PRECAST TOP co M N- CHIMNEY M N M" CHIMNEY M N I I PSJBLIC WATER BROOKLYN, N.Y. 11217 e LIPA 2 ZONING: LI-LIGHT INDUSTRIAL: OWNER: INLET 6.I 1'-0"MIN. LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)=0.96 ACRES. F &S. LLC. FLOW LINE 6" FLOW LINE OUTLET Z 6"DIA.SDR 35 ¢¢ SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 538 EDWARDS AVENUE PITCH 1/4"/1'MIN 35 PVC DR TO SEPTIC TANKS Q i DATED 7/14/15 BY MARTIN D. HAND, LS. CALVERTON, N.Y. 11933 6' DIA.SDR 35 COX _ p I_- a. ¢ = PITCH 1/4"/1'MIN = ® ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE N w 1LU N LU LU n a cn -_-„-_„-:-„ - ,. -:,„ -•,„-•,„ _ ,„-•,„ „ „„ EXISTING 12"S.C.W.A WATER MAIN I THE RESULT OF ACTUAL FIELD MEASUREMENTS. „I FLOOD ZONE:ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED EP:55.06' EP:53.79' 54' EP:53.33' g AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF.DATE:SEP.25, 2009. _ e EXISTING EDGE OF PAVEMEV z o MONOLITHIC n o \ SANITARY SYSTEM DESIGN DATA: 17 ,, SITE ~ -��-� � ' "' ' -••- CONE. SUBDIVISION SCDHS REFERENCE#6 S�0-815-0006 4j - _- BASE SECTION 1'-0' 1-0" V Q I CONC. MO _ _ \ HS REFERENCE#" :..I > / I I 4" o w 4.0'W \ a `" 6 SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT ' 12'-0"DIA. , I_ 12'-0"DIA. U N Z r.. i r r Z�o�OJ i \ 194.52' i\ .Oo� O z o Z / \ \ \• j I I SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR) 2X GREASE TRAP DETAIL / 52' I ( NO KNOWN SURFACE WATERSMETLANDS ARE WITHIN 300'OF THE PARCEL. z o c9 O 0 \ \ I I ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTIES ARE IMPROVED AND w o o W -¢ % 1 TC:54 9' I SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. , O F- • ' \ 20'CONSERVATION EASEMENT ` I BC:53 w AASNTO H-20 8" HEAVY DUTYAND LOCKING CAST IRON r l oo to U z I \ _ 60' 58' 56' __54'_ --------- --:----�- I '(� I I MIN.TRAFFIC COVERS TO GRADE TYPICAL GRADE o N-Q ----- ---------- w / € a - - o ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. BEARING T-0"MAX. 2'-0"MAX. Q> N \. l TW 61.50' 3.5'RETAINING WALL', TW;58.16' ` i Z I z I TO EXISTING SYSTEM 0.96 ACRES X 600 GPD =576 GPD ALLOWABLE FLOW. r OLL> Nva I STE DOWN w J l PRECAST TOP 24" CHIMNEY 24" 24" CHIMNEY 24" 2'-6"MAX. p F- U •• o �' 1 ON SUBDIVISION LOT "' U W ;Z / \ r` 7.0 BW.58.16 BW.54.75' t _j O co #1 -i � ¢ ¢ I STORM o 13'R !o m z I PROPOSED GROSS FLOOR& USE AREAS: NO TASTING ROOM 20" 20" 20" 20" O 0 0 I� ? I DRAIN m 24.0' w w = w ( ) INLET Z Z TW:58.16' 3.5'RETAINING WALL TC:54.75' T :54.50' > uj m MIN MIN _ I !o¢ w 1 6,500 SQFT FIRST FLOOR=6,307 BREWERY/STORAGE + 193 LAB/OFFICE 12"MIN. 12" MIN. OUTLET z =w 04 r BW:54,83' BC:54,25' B :54.00' 1 I � d I z° I I _ _ + 812 SQFT MEZZANINE= 542 STORAGE + 270 OFFICE O ~ r*_ 1 uvi¢ � STORM 10-v L.. " Ml N In N J 1 o� DRAINTZP _ !_ :� 7,312 SQFT TOTAL= 6,849 BREWERY/STORAGE + 463 OFFICE TOTAL I � I 6"DIA.SDR 35 FLOW LINE FLOW LINE 18" „ a Q so.5 N 0 z OFFICE USE IS LESS THAN 15% OF TOTAL GFA 463/7,312 =0.63 =6.3%PITCH 1/4"/1'MIN DROPTO LEACHING �Q w I � Z z t-'� ( ) 6"DIA.SDR 35 a' 1 I ?I w° a MIN. °p �TEE m a 35 @ 1!PITCH 1/8"/1'MIN v J I ; W w 6 ___, r - �..i( DESIGN FLOW RATE: 0.04 GPD/SQFT FLOW FOR BREWERY USE. TW:61.50' F- ih _ 0 0 •.-..-. DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. Z (3)8"OD SDR 35 o I BW:58.16' , / 'HOT-ROK RPZ BLOCKSZ r� n THRUST CROSSOVER W I :58,16'i ENCLOSUREz I W: 4.83'` + sa.a3�, SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. a PIPES 20"oN 1 , Sa.ss� A ( = 293 GPD X 2 = 586 GALLONS. (USE 1200 GALLON MINIMUM). WCENTER ► ELEV: L A L 81 ,.x,. � F- 1 X i 61.0.1 R F I 1a "�PPROVED ,L PROPOSED SEPTIC TANK: ONE 8' DIA.x 5'LIQUID DEPTH DOF DO TIC WATER LIN / o LU r O = 300 GAUFT X 5'LD = 1,500 GALLON CAPACITY PROVIDED. (OVERSIZE PER APPLICANT) III LU I I DRA N DRAIN TC:54.66' 4GRADE F- I F- I ( I MEZZANINE: ( ROOF BC:54.33' z ° Z I OFFICE:270 SOFT w I I STORAGE:542 SQFT I ° '� , W LEACHING AREA REQUIRED:- - 2 I i I i OTAL 812 SQFT GROSS I w I l 293 GPD/1.5 GPD/SQFT./DAY 195.33 SQFT- PLAN SYSTEM/STRUCTURE LABEL LEGEND: ,L, > I I {'` FLOOR o` Ld I MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT ® ELEV:55.00' , 4" I I 4" F I-• I I 11 4 STORM DRAINAGE: na I 1 ! I z_o>', I I REQUIRED 8 DIA. POOLS =300/25 SQFTN.F.=12 MINIMUM E.D. ->.► 12'-0"DIA 12'-0"DIA. ...- LL I j I - FL-C-21 N°�` d ' PROPOSED LEACHING AREA: ONE 8' DIA. x 12'EFFECTIVE DEPTH A#,B#,C#,D#= STORM DRAINAGE POOLS O LETTERS CORRESPOND TO DRAINAGE ZONES Z I 1 RooF w a', IL LU , FIRSTFLOOR:6,500GROSS SQFT DRAIN , ;� o AREA PROVIDED FOR 50% EXPANSION. NOT CONSTRUCTED 2X SEPTIC TANK D ETAI L NOT TO SCALE RL= ROOF LEADER LOCATIONS W I ® 2 ' I LAB/OFFICE:193 SQFT I ! I ( ) , co > I ' RAF -' BREWERY/STORAGE:6,307 • \` 0 (293 X.5 = 88.5 GPD) (USE 300 MIN)8 DIA. POOLS =300/25 SQFTN.F.=8 X12 MIN. E.D. HEAVY DUTY AND LOCKING CAST Z Q ' ( D IN ;%BUILDING TOTAL:7,312 GROSS SQFT ( s•� '' SANITARY&PROCESS PLANT SYSTEMS a I I BREWERY PROCESS PLANT DESIGN DATA: IRON COVERS TO GRADE TYPICAL GRADE LL I I OFFICE:193+270= 463 GROSS SQFT I OR3S � AASHTO H-20 NOTATIONS CORRESPOND WITH CALCULATIONS BREWERY STORAGE:s,849GROSS SOFT �� I PROCESS PLANT DESIGN FLOW PER APPLICANT: 5,000 GALLONS PER DAY. 8"MIN.TRAFFIC 2'1 MAX. w ' I ELEV i �MjN'�\ 24" CHIMNEY 24" 2'-6"MAX. ' j :61.50' 61.66 62' OFFICE AREA IS 6.3%OF �^ BEARING TOP GT#="GREASE"TRAPS 0 1 l o' TOTAL GROSS FLOOR AREA 8 20" 20" ST#= SEPTIC TANKS w ih / I , o (463SQFT17312SQFT=0.63=6.3%) I STORM 1 ( GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW =5,000 X 2=10,000 GPD MIN. INLET MIN • 0 z M I r Fiem� LAB ! DRAIN 153,90 W I USE(1) 12'DIA. x T LIQUID DEPTH=750 GAL.NF X 7'=5,250 GAL.+ (1) 12' DIA. 12"MIN. OUTLET { ,� I I NG l W J i x 6.5' LIQUID DEPTH=750 GAL.NF X 6.5'=4,875 = 10,125 GALLONS PROVIDED. >6" DP#: DISTRIBUTION POOL cn d z 1 , , 6"DIA.SDR 35 FLOW LINE 18" MDP: MAIN DISTRIBUTION POOL w w / 1 FLOOR ROOF 1 ,y�' TO LEACHING ' ELEV:55.00' Di2P1N ' ti SEPTIC TANK DESIGN:TWO DAYS FLOW MINIMUM=5 000 X2=10,000 GPD MIN. PITCH 1/4"/1'MIN 14 DROP 6"DIA.SDR 35 XDP: EXPANSION DISTRIBUTION POOL I u I L-c i 8'DIA a L-A 1 .r 8.0' 1' 8.0' 8.0' 36.5' I USE (2)TWO 12' DIA. x T LIQUID DEPTH=750 GAL.N.F.X T= TEE PITCH 1/8"/1'MIN ( u ! w 8" I z i o°A'N DR 6"SDR > I 5,250 GAL./TANK X2=10,500 GALLONS PROVIDED. = LP#= LEACHING POOLS / o IE:52.0' 5 ST 35 LP XP#= EXPANSION LEACHING POOLS 1= I TMIN,CASTIRONPIPE e�x,r +Sa.o I a 1 THROUGH FOUNDATION WALL / a ?S iE:51.25' ' 54'16 E° I LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. wo a BAFFLE 1E:51.75' 1 °.�- I 16"X2Z'TRAFFIC BEARING PRECAST 8k5' 6,, IE:51.OD' 54' Z a w WALL PLAN TOPOGRAPHY/GRADES LEGEND ® / �1 CLEANOUT ACCESS BOX WITH LD ; SAND RY w Lu - Z M, LOCKING STEEL COVER. 1000, j SYSTE _ 'l, w I G.T.1 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT TC =TOP OF CURB ELEVATION I / ° N i EXISTING ' AREA FOR So% W l 06 MINIMUM SIDEWALL LEACHING AREA REQUIRED. BC = BOTTOM OF CURB ELEVATION OVERTOPO6'4' (� EXPANSION W Q l v REMOVED] 6Eli I w I PROPOSED LEACHING POOLS: TW=TOP OF WALL ELEVATION I ! o i 6 TC:54.66' ! 20 d z BW= BOTTOM OF WALL ELEVATION N 29.0' 36.0' ar sc•54 33' .° °' o / fD ELEV:I DRAIN o DRAINf MD: MAIN DISTRIBUTION POOL#1: (1) 10 DIA. x 20.5 EFFECTIVE DEPTH . 0m fie°'+` FL--A'4: ui L-D ';?-------`@ goD�2 w I HT1 =1x(20.5'V.F.X 31.4 SQFT.N.F.) =643 SQFT LEACHING AREA. 4"-I I 8' F§I I�_� + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS N _ o + 54.83' o - �6"SDR35 ,%MIN. 5 8 D STORM o \+ :54.83" H.T. ! W l TC:54.75' ! DRAINS 4" m vi IE:5°.83' a DP2: DISTRIBUTION POOL#2: (1) 10 DIA. x 20.25 EFFECTIVE DEPTH . C TANK DETAIL X'-'` EXISTING TOPOGRAPHY TO BE REMOVED Q Lfi IE:sols' Bc:54.25' yq I , 1X SEPT a_ IE:51.83' G sass' ' �v 10.0'MIN 41.4' =1x(20.25 V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. COVER 54.7 5.0' o I NOT TO SCALE J 12'XTLD 12X6.5'Lp `' ST1 I \ �; I I LPA LP2 -X'•-- EXISTING TOPOGRAPHY TO REMAIN a l3)8"CROSS o 0 1 HEAVY DUTY&LOCKING CAST 54.66' +54.66' 12'X LD pvERs zo'o.c. r 8•o LP1,LP2,LP3,LP4: SATELLITE POOLS: (4) 10'DIA. x 19.3'EFFECTIVE DEPTH . I / STORAGE 54.60'+ IE: s4.00'+ ExISTINGsysTEMON =4 x(19.3 V.F.X 31.4 SQFT.N.F) =2,424 SQFT LEACHING AREA. IRON COVERS TO GRADE TYPICAL RADE `' \ % 6"SDR 35 ! 4.,, i I i ' ! x' PROPOSED TOPOGRAPHY `5 IE:51.33' TYPICAL �--- \ SUBDIVISION LOT#1 W P3 PROCESS I \• 4.75C IE:49.50' 1P Nrr d B•0c I LEACHING AREA PROVIDED:643+635+2,424=3,702 SQFT.(3,334 MIN REQ.)(OVERSIZE PER APPLICANT) _ 4'BLACKCHAINLINK 23o a ,2'XTD +54.2 gREAFOR50% o CHZMAX.IMNEY 20"MIN. IN• 2'-6"MAX, pXm FENCE ON 7.3't P.C. + :54.83' 10xt9.3' 54.4 10'x19.3' EXPANSION-TO BE O OO `\ RETAINING WALL 15o ED + 50 ° INSTALLED o° 50% EXPANSION AREA:TO BE INSTALLED PER APPLICANT. 37.2 �' I IE:50.16' ; ^ I \ LO N - 40.0' 3.5 9.8' IEi;49.50'' 35 TYPICAL 6 t0 x20.25'r E:49.75' ih SIE:149.50' I _ TO LEACHING w> 4, s"s°R 2�3 Ah ED ss 73co IE:50.00' po / N TC,s4.66' i �� ���� O TEST BORING ,o'x19.3' 8''� 50 �p�R3 6 / 1 ! DR35 Osa. Bc�sa.00 N I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY= 1,667 SQFT 6"DIA.SDR 35 c�r�92, `Mlrz U U \ ( ED 7, d9. �' O s IE:49.75' s PITCH 1/8"/1'MIN TRAFFIC BEARING MW-3:10-18-2011 ILP �< ! 8°' xDP2nR1cP ;1ax1g I 25.9' I MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. Q F w VALVE W/COVER 0O ED ` = O 6"DIA.SDR 35 w w p ELEV 60.51 1 sa.7 + 6 TO GRADE (54.33C) ®__ +64.2 b I INLET PRECAST TOPS m O F- Z_ Z_ o Z u, I b i 10x19.3' 8°' 10x19.3' 10'dx20.s' VALVE/ 10'x20.25' I i O I 1 XDP3: DISTRIBUTION POOL#3 : USE (1) 10 DIA.x 20.25 EFFECTIVE DEPTH . OUTLET U V J 60' 19 o ao ED ED 22.3' ED COVER ED w w O N N, -' TO GRADE 'P I =1x (20.25'V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. 3"MIN �j Z-�. 1 TC:55.25' b TC:55.10' c TC: 4.66' CIDo m BC:54.75 BC:54.60 BC:54.16 I I LOT#1 XP1 XP2:SATELLITE POOLS: USE 2 10' DIA. x 19.33'EFFECTIVE DEPTH . 18"DROP TEE AT g FRESH AIR s <O � Z CONC. MO p . I @ - -E' -E11 1 ( ) DISTRIBUTION POOL o INLET >X w - ! 1 =2 X(19.3'V.F.X 31.4 SQFT.N.F). = 1,214 SQFT LEACHING _ SLAB cow- �? o �� s2' ' so' 58' 56' 54' CONCW MON. a.. Z `� m �� & O� W N 5� 55 31 ---1 000 191 .O ' L TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT(1,667 MIN REQ.)(OVERSIZE PER APPLICANT) w g EL:55a. .0 D�• C N. I z a w \' > w 2.5 MAXr-Xi I o 1'"� ' X~ f -�. TOTAL INSTALLED LEACHING AREA=3,702+1,849 =5,551 SQFT. W HOUSE ' v TRAP r 1 �` •�,�_ -�_�`1�5s1 - w i l \ PERFORATED REINFORCED w _ ° \ / PRECAST DRAINAGE RINGS LL EPTIC Cn CL I _ �,--�.�,, -�o4X "_-54I. LU ' �; LPo Lu i EXP I _ ` m a - _ , 2'MIN.CAST IRON `- TANK I `° eJ PIPE THROUGH LLJ j LO ( \ I � ° "'` 1\\ ... ... _.-•• M : .,,•„ �/ 3 MIN, FOUNDATION WALL - W LI -� ` �56' .• M �`Y'�' a COLLAR - W -I I -� 8'-0"&10'-0"DIA.SEE PLAN --_.. } �U_- _. C A r „ J 3'-0"MIN.ABOVE 12 ED �1 Ifs°� �--.�, SOT#3 --._..-.._..- __ - / .$�_.__... / . ,; ,'.ra, � 3 6 MIN.PENETRATION INTO VIRGIN ( I 1 1 -` � � '" ' -�.. � 7� N�-1 I STRATA OF SAND AND GRAVEL HIGHEST BOTTOMOFPOOLATEL:39.00' -�1 -�. -•� _ RECORDED is 2oso'ABOVE HIGHEST L _ _f I t �� `�-�. --- mac= BACKFILL MATERIAL TO EXPECTED GROUNDWATER S" - 1 �, '�-�,� "'5 - 8 �.. -.. C __..._. GROUND WATER EL:18.50' R z ...� „ S , BE SAND AND GRAVEL - - \- y'�-,., NOW OR FORMERLY:F&S,LLC. HIGHEST EXPECTED t ( \ ` .. . LEACHING POOL DETAIL NOT TO SCALE GROUNDWATER EL:18.50 I ' �`� 1 SCTM#100008300030000400 - _-, 12820 OREGON RD-_..--- V I ' SANITARY SYSTEM PROFILE: 60' ZONING.--L tILOIGHT01 DUST RIS M 6N W +-t_ i.S i \�`'�. ` USE:INDUSTRIAL/VACANT 16"X22"TRAFFIC BEARING PRECAS NOT TO SCALE N 1 \. PUBLIC WATER I ' CLEANOUT ACCESS BOX WITH Ln 04 CO � V_ N FRESH AIR - d p a J J J LPI-3 & a I _..�3. .._...7... INLET SOCKING STEEL COVER. _ Q X o J a a �- X � � I� � / w 1�T �1 � "' _ h oD 6n DIA. SDR 35 o o _ . _. XP 1-2 X 1 r lj� I FL. AN ^ Coco rn coo O `� DP1&XDP2 0 LO Q LID ° Cez,2� iz> N o EL:55.0' cin b� GT 1 GT2 D� Q = 0� ST1 ST2 b` d= M D o GRADE _ y�ccss�r�� orl.c ' h GRADE trj U 4j GRADE o U z �`' t < . .. = o h h GRADE + T- -_ r -' --I SOIL CLASS. DESCRIPTION 6" C.I. H Z 1.75' 1.60' io a 2 2.5' co io o -�-F- io d MAX `v M N N TOPSOIL (EL 60.5'} 0.01 Scale: 1"=20' i _ WASTE i �i N TAN BROWN SAND __.._,,..__ E:52.0' 1.0'MIN I E:51.33' OUT IN 1.17'66 1 1 T our N CD -5.0' 0' 10' '0' 40 100' 6n FLOW LINEIN COURSE TO HOUSE 6"FLOW LINE 6" FLOW LINE E:51.83' FLOW LINE _ TRAP o o ¢ o a IE:50.83' 00 DROP 3 3 IE:49.50 SW MEDIUM SAND, 5 30 _o o IE.50. 6 MIXED GRAVEL 1 2'MIN. CAST IRON a d I o a o¢ TEE 18 DROP TEE AT _ 18" DROP TEE AT -DRY BAR SCALE x. `` °'' 6'q2 IE50.66 N DISTRIBUTION LO E 18.5' PIPE THROUGH N (3)8"OD a IE:50. 0' = ti DISTRIBUTION o ( ,) ' @� U O POOL = Lc) highest expected -42 FOUNDATION WALL _ _ _j SDR 35 F- aj POOL F-- va Ua Qi roundwater = CROSSOVE = D- d; 0- d -45' APPROVAL STAMP LU LU a R PIPES 20" 2 a W LW W W = sW -DAMP- W ON I w - - H -50' {v 0 o GROUNDWATER (EL10.5') p� 1'-0' 1'-0" CENTER W W a- 10' DIA. c I � W It ENCOUNTERED N :..,.,_ 6ric ' 10 DIA. MAIN 10 DIA. o _ LEACHING C° COURSETO SITE .';'.. TRAP 2X SEPTIC TANK o ti DISTRIBUTION W DISTRIBUTION w o POOLS N sW MEDIUM SAND, lz�G.tST�R�D P�R.GNITGT 2X GREASEMIXED o cO POOL POOL 1&2 LL NGRAVEL N N W W W Cv -WET-EL 0.5') Go�, � cok�N� P�� �5 ;;f PO Box Telephone: (63ocky 1)928-4456 1778 -60 �E a PROCESS SYSTEM PROFILE N U- s LL TEST BORING MW-3 ° �pIII L)�j E-Mail: architect@optonline.net N N �1) BORING LOG MW-3 BY MILLER �� j Nlco 61 c '%e THREES BIR `lI I & FAST NOT TO SCALE M ENVIORMENTAL GROUP, INC. �5 ��G s/ dj DATED 10-18-20111611 a O 9 �� LOT 2 CUTCHOGUE BUSINESS CENTER HIGHEST EXPECTED GROUNDWATER p� L ^ 1 , 'A CUTCHOGUE N.Y. BOTTOM OF POOL AT EL: ESTIMATED FROM MAXIMUM 8' 29.33'IS 10.83'ABOVE r HIGHEST EXPECTED BOTTOM OF POOL AT : FLUCTUATION IN GROUND WATER1 kNATER/SANITARY PLAN Rev Date:12/4/2016: I 29.33' IS 18.83'ABOVE DATA BETWEEN 1976 AND 2012 AT O SCDHS#2 , GROUNDWATER EL: 2 NORTH Rev Date:10/3/2016: TEST HOLE USGS MONITORING WELL _• SCDHS 1&1 Update ) 0� 18.50 GROUNDWATER 410104072303301S53324.1 LOCATED 1.2 Rev Dat/Drain8/2016: �� Scale: AS Shown Rev Dat 12/4/2016 KEY MAP N.T.S. R '�ae°o i,e/zo,6: MILES SOUTHWEST OF SITE Job# 15122 By: E. Nicosia 1 OF 1 ro Planning Submission ry Z HIGHEST EXPECTED GROUNDWATER EL:18.50 SURVEY OF IMPROVED LOT 2 SERVICED BY PUBLIC WATER MAP OF CUTCHOGUE BUSINESS CENTER SITUATE AT COXLANE CUTCHOGUE TOWN OF SOUTHOLD — . . . — . . . - - - - - . . . — . . . — . . . — . . . — . . . . . . . . . _ . . . — . . . , . . EXISTING 12"WATER MAIN INSTREET — SUFFOLK COUNTY, NEW YORK EDGE OF PAVEMENT S.C.T.M. DIST. 1000 SEC. 083 BLK. 03 LOT P/0 4.6 I � 15 8 0 15 30 45 60 75 90 105 120 135 i SCALE. 1"=30' DATE.SEPTEMBER 19, 2001 CONC.MON ONC. MON. S 59055'31"E 194.52' CONC.MON. 4.0'W® - - - � - I 7 o f 40.00 I LOT 2 N NI °� I 0.960 A C N 59055'31"W 134.19' —1 W SQ FT. o I u- 41,831 FEB 6 b- N — �a I l o u, (Dcr- I I 1 65.0' \ i , LL Lu 1 I W �O WI i'4 U oo I 1 � o� O > No a I O 0 � 1 0l �je0-� co r w F d r az zI I w J_a N W NOI QN N NI � � Q `-"' o o �� o I 1� �I LOT 1 u��a :z O ^� �I W 1 1� �I {¢- QJ(Wj W' �' _ �� 00 04 0 1 ZuWc L N °�-° W� 1 o co co C-0 z� co W \ cn N i � "+- z O \ > I cn � . 40 I 1 W \ 65.0' C14CD 56.2' 70.6' I uj Q U EAS WNTANR WFISUPFACE J \ U IMRECORDEp ARE t GUAUARA > I lWlESSPHYS" YEV NTATTHE NUNTffO TIME OF SU;&" i Lu EON FROMTHE SHWCURES TO THE aI I THF OFFSET(OR DIA WUNS)SHCM HER Q I PR�RTY ONES AW FIC PURPOSEANDUSE ANDTRHF EFORE O ARENOTINTENDED TOGIP)F THE \ I l() ERECTION OF FETCES,RE TMNJW' •I > O I WALLS•POOLS,PATH ILWN , W N AREAS ADDHIONS t,)VI PIM S ' � 1 1 ANHAFIYOTHEPCC*S7 RC7AIN \ ` 1 M 1 1 uveal HS11.F Y rs A vnLLA NN OF n N I Sr TI TITTL HENEIV OPn STAE E�x I ONN LAW I \ > I O I I 7lLAND SURVE HALL ED SEAL OP ZE FkP")AVA SEAL SHALL NOTEF 0.tifSIDERFD \ ,` TO HEAVALIDTITLECOPY : \ 40.00' V - -I I aha I MTHHvER �MVMQwHERCK�THAY. E siRVEr I — — B�MWA vG E u NTaL E ram CONC. MON. N 59°5531"W 191.01' I CONC. MON. TO THE G""�WTTRA n� \ > MADD NALICATLVTA AK,TTRANSFERAPLE �A�ITIONAL INSTIN)b115 OF SUAtiEgIENl BRS I \ I 40' RI GHT OF WAY CERTIFIED TO:JAMES MILLER > (PRIVATE) I I I LOT3 I — --------------- JOB N0. 2001-325 LOT 2 MAP NO. 12037 FILED:JUNE 17, 2016 REVISIONS: LOC. FOUNDATION 6/15/17 I � nG•: % j0 Cali n Dl� I�47 SITE DATA LOT AREA:41,831 SQ.FT.=0.960 ACRE LICENSE NO. 050363 ZONING:LIGHT INDUSTRIAL. FLOOD ZONE:ZONE -NO BASE FLOOD ELEVATIONS DETERMINED HANDS ON SURVEYING AS SHOWN ON THE F.E.M.A.F.I.R.M.36103C 0142 H EFF.DATE:SEP.25,2009 26 SILVER BROOK DRIVE ■ FLANDERS,NEW YORK ELEVATIONS HEREON REFER TO APPROX NA VD 1988 AND ARE 11901 THE RESULT OF ACTUAL FIELD MEASUREMENTS. TEL:(631)-369-8312-FAX.•(631)-369-8313 MARTIN D.HAND L.S WATER MAINS AS SHOWN AREAS REFERENCED ON THE SUFFOLK COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOTBE COUNTY WATER DISRTIBUTION MAPS DATED 1/03/2007,SHEET 19 P CONSIDERED TO BE A VAUD COPYAND SHALL NOT BE USED FOR ANY PURPOSE SURVEY OF LOT 2 iTKAP OF. CUTCHOGUE BUSINESS CENTER SITUATE AT I > COXLANE CUTCHOGUE TOWN OF SOUTHOLD :— EXISTI G 12"WATER MAIN IN STREET SUFFOLK COUNTY,NEW YORK — . . . — . . . — . . . — . . . — . . . _ . . . — . . . _ . . . _ . . . _ . . . — . . . — . . . . . . — . . . � . . . _ . . . — . . _ . . . _ . . . . . . . . . . . _ . . . — . . . _ S.C.T.M.DIST. 1000SEC.083BLK.03LOT P/04.6 I EDGE OF PAVEMENTr°1 7 � I 15 8 0 15 30 45 60 75 90 105 120 135 > CONC.MON. i SCALE:1"=30' DATE:SEPTEMBER 19,2001 4.0'W' _ _ _ _ S 59°55'31_"E_ 194.52' _ _ CONC.MON. ®� CONC.MON. - �— , o > 40.00' N r N N 59°55'31"W 134.19' /mE� RPz : 1 PLANTER o ��- I SEP - 5 2018 A CONCRETE I > CURB �a m CONCRETE j/'' R� ® ( o fl ( rTl a d v a3 DETT. > z DROP p y SIAMESE INLET I I� > l CONC. CONNECTlOf6/ I N SLAB o o > > 1 BOLLARDS C �¢, TREE =W 0 ca \ 1 0 a 1 D , W W o C) Q Lu W Q) I cz) (Z), uj > (Z> ^r ZW mti rn z 1� C.V-C131 Cco W U Ooo J - U i _ " ?: a w Q r Z. WI O rn x� � i ¢ of �a 1� �S /+ n > co ^ IriW W > 10 O LOT �' I '�" E p o�o W 2 eCV— •N- I ti \ N ca O U �> ¢ �I > (33 Z o U o~ I > co 03 Y WI CV CV 0 w I ti W zl cc o \ > z > F= \ 40' ci o Xi F Wu DROP 1 I W \ 1 O n U INLETS Q �o > 1 > g TRE RO ® �a N56.2' a vm °BOLLARDS soLLARDs 0 6' \ Qa o 0 . � I GTI o� ST Y ( easFT�Nra+rroasmwRFArF UNR£GCiRUFD ARE NOTGUARAN)EED \ > �J 7�� RSURVEY YENDENr AT THE iHFOFFSE/(OROIAENSKINSI SHOMN HEREON FRONTHE STRI,�IUR[S TO TI¢ PVRFOSE AHD USE ANDTHEREIOItE U � LP30 2.0'C4$TxTENmn To�iDE�� I II IRON R; 2•O,W1 COVERS p �T2 O I > ElYCTKWOFf{M.E$RETAINING \ z IRON O --2.0'CAST XP > w us,mss,Pala.Pu nNc > ? FQ COVERS DPt IRON - W DA oD1Ti WIST"mxL Tl- o ° COVERS t o � 1 I 1 = 4 $PNA TP ING O O 1 TOTHI IXMSD AE ERA KWORADA A N i0T SURVTYISAVIO(ATAlN OF Q r` PZ N > SLCTIatl TTN OFTHE NEW YORK STATE ELY.CAigN lAW �'`� J I COPIES OFTNS SUPVFY NAP NOi Hl ARINCi U I P +,,,,f o �� rHFEANPsuRcrw:,wr.Dsla.oR \ > U L 2 Q W p rrro.cr.scs.al snA,I w.i eu CONSIOERFD M I 1u.a avAUD UHwPr C NCR TECu B 12S ALL z 40.00, _..... __.. CFRDFICATIONS INDICAIEDHCMIN SHALL RUN _ iIECOw"aNVEHN.1kNTAL AGENCY ANS Y PRCPAREDAND ON HISHE—TOTHE I > CONC.MON. N 59055'31"W W 191.01' I V-- CONC.MON. i F NG,NSi,N qN S H HEREON,AH0 \ ro iHEassr;NEEs OF iHEIEnaNc iN.rrr- RTIiON CERHFICAipNS ARE NOTTRANSEERAR'..E • r l0 AfllllllONAL INSTliUTIONS GW SU&SEOUENT a O HERS ELECTRIC 401 RIGHT OF WAY CERTIFIED TO:JAMES MILLER TRANSFORMER I (PRI VA TE) ON CONC.PAD I E LOT 3 JOB NO.2001-325 LOT 2 --------'-- MAP NO. 12037 FILED:JUNE 17,2016 REVISIONS: LOC.FOUNDATION 6/15/17 FINAL SURVEY(HEALTH DEPT.): 5/11118 TOWN FINAL SURVEY 8V6/2018 SANITARY TRIANGULATION DIMENSIONS GT2 ST2 ST3 MDP DPI P2 I.Pi 2 L 3 L 4 LP5 XPI XP2 GA _1 GATE2 g ltl� CORNER A —5-8'---891 — 95' 5T 13' '-6" 5V-6" 3 '6" 40 105' 12 ' 89' 10X-6 CORNER B 19' 30' 39'-6" 42' 2'-6" 0' ' S ' 6 -6" 5_'-6" 3 54' 38' 46` " CORNER C — — 65'-6" — 49-6" ------- SANITARY SYSTEM LOCATIONS AS PER INSTALLER. WATERLINE LATERALS AND UNDERGROUND UTILITY LOCATIONS AS PER OTHERS SITE DATA LOT AREA:41,831 SQ.FT.=0.960 ACRE LICENSE NO.050363 ZONING.LIGHTINDUSTRIAL FLOOD ZONE:ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED HANDS ON U SURVEYING AS SHOWN ON THE F.E.MA.F.I.R.M.36103C 0142 H EFF,DATE.SEP,25,2009 26 SILVER BROOK DRIVE FLANDERS,NEW YORK WATER MAINS AS SHOWN AREAS REFERENCED ON THE SUFFOLK 11901 ` COUNTY WATER DISRTIBUTION MAPS DATED 1/012007,SHEET 19 P TEL(631)-369-8312-FAX-(631)-369-8313 s MAR77N D.HAND LS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. O j SURVEY OF : LOT 2 iMAP OF CUTCHOGUE BUSINESS CENTER I SITUATE AT I > COX LAni E CUTCHOGUE TOWN OF SOUTHOLD – " — " — — • • • — . . • .- - . . — . . . _ . . . . . . — . . . — . . - DCISTI G12"WATERMAININSTREET SUFFOLK COUNTY,NEW YORK EDGE OF PAVEMENT . . . — — S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT P/0 4.6 I 15 8 0 15 30 45 60 75 90 105 120 135 CONC.MOrCONC. i > SCALE:1"=30' DATE:SEPTEMBER 19 2001 4.0'W ® S59°55'31"E 194.52' CONC.MON 'N. , o > 40.00' I N N 59°55'31"W 134.19' Eg RPZ 1 1 — /'Rl,— > 1 r.� . ' t•:t.� �a�r'LrL'.�� �J:Y�. :1� L:. :Lf .. i 1.J.– . 1 PLANTER Date �`�V 0 �Qj Q�`� 1 li"'6 aJa'C[�..�il•"Ci.%♦ .✓ i j ( W CONCRETE Q ?.0 cum > ` !-'. ;cf. P�:r.. The:;r�jvsgc'Givm? a:u0 Y:wt'�r uppiy r, °�il�S CONCRETE Q 2t ltd 1iCc tf°i?h?V'"(;'° (iiS�i a.C�.andl _` O¢ SIAMESE INLET O > �� ' CQrWl-od L' .il f ilt C!'Ott71r!2� tL2CS CONC. O� CONNEC770i�i I O `_' amd fow;d tJ be ,;lsfzxtory- SLAB o o N > BOLLARDS r? TREE I w 1 I C �¢' 6d Q >j 1 �. ' I 1 Craig l<nepper, P.E. Chief j Q \ > w w w z I y�E;lUtl tll v w o W• N V z ci ci o o o _.. - w O , O a o "'��., Y z ;z O O! -cY�I --- ... 1 = O ...E �V N Z N M m m�co WOtdi� W "cn19 U N NI 1 } M� I , ,, ? Lu o-ti¢ -�-"; Zoe o =� } _..s7 b _ FAGS ` Wi O rn owv o Qom" w� � o � W > LOT 7 '_7 � 0�a �� I n �� � op O '� ¢ M 00) UJEx C403 (/) W W W ® ROPrs 1 OTR N 56.2' a��m °BOLLARDS BOLLARDS o ` \ 91--- 6� ° GT2o �P��6 U> 7 I r' SIRLY:NRFS RECgRIN'U OR GTf \ ! l� 7(� NREUORTIDNtt M,i C.DMAMIEFD \ > O O ST ( r �+1 t r''�•. .r .wEa sur'+srcyurEwDEN]aT THE THE or�sETlcm mMExsaNSJ sNtMN U 3 LP30 PR PLANT O•CAST � "�+ , ^ � w�PErrrvuNEsurEwNasPEclFlu SANITARYSYST O XPf 9 WRP0.TYA u EAND�i ASPS F rHE w Z 2.0'CA IRON _ ST2 0 > ti ARE NO i INTENDED TO QUID E r NE [y��� COVERS O /�/��(, y(�� Cr /� A AREnq ADwnows To alnaNcs �[ IRON o 2.IJ CAST AT� > � > 1 J COVERS DPi IRON O U 1 ` I z u' o ° COVERS �� Wa g�O S PATOS,P ANTING ` 1 Q w 4 SPHA T iNG P CO J 1 I aND wvorHER cas NucTOM U W O unanrrorxffa ALTEMar:VN o"Aoarorl j O ' N > i..R .9,-•''.y.a muco:wJ uwrsanaarroN OE r I ���� ^I e_/IL""! SmnCNJ]T(H OFTHE MEW YORK STATE 710 > U 2 0 n+ Z w � I I YV\N O SOUll 071 u�'xEcoFTxrs sumEv"na NorffARlMc ` U ClNCR TE CU B 12 S ALL u^ n ITMUBEA D��FYFYO PINY ED SEAL OR — _ EA6A')SSm SEAL SMALL NOT (%NLSIDERm ` 40.00' __" - z \ _ _ — > MPREFARET D NDCkIHIOTHE _ ' ONLY TOTHE PEHSCIN(SI ILII!WHOM THE SURVEY 10 iH(gSS1GNEt S Or THE LENDINti IMSD- I/ CONC.MON. N 59°55'31"W 191.01' I CONC.MON. DM ANY.DOVERN 9 NTA ACEN YANG/ LENDING.INSifiUiliNI11SH LI HEREON,ANO O'a?d('RS�NAL INSTIP�i TSIONS pi SUf5SE0UEN� 40'RI GHT OF WAY CERTIFIED TO:JAMES MILLER ELECTRIC TRANSFORMER ON cPfiD ( (PRI VA TE) as c .PAD I \ I I LOT 3 — -------- ------ __ JOB N0.2001-325 LOT 2 L SANITA Y TRIANGULATION DIMENSIONS MAP N0. 12037 FILED:JUNE 17,2016 4}`�l x ..�~- GT2 ST2 ST3 MDP Dpi DP2 Lpi Lcl2 U 13 L 4LP5XP XP GA 1 GAT 2 REVISIONS: CORNER A 58' 89' — 95' 57' 13' '-6" 5C-6" 30'6" 40 105' 12Z 89' 103'-61 LOC.FOUNDATION 6115117 j CORNER B 19' 30' 39'-6" 42' 2'-6" 50, 401 5 ' 63-6" 5- '-6" 37' 5.4 38'- " 46'- " FINAL SURVEY(HEALTH DEPT.): 5/11/18 AUU j 2013 CORNER C — — 65'-6" — 49 6' -- -- TOM FINAL SURVEY 816118 ADJUST SAN. SYS PIPING,REV.XP2 SiZE 6UFF.CO, HEALTH SEMACES SANITARY SYSTEM LOCATIONS AS PER INSTALLER. WATERLINE LATERALS AND UNDERGROUND UTILITY LOCATIONS AS PER OTHERS LABEL EACH SAN. SYS. USE,ADD BUILDING SF DETAILS,ADD SAN.SYS.COMPONENT SiZE TAE LE 829118 PROCESS PLANT SANITARY SYSTEM GT1&GT2-10,125 GALLONS AS PER INSTALLERS CERTIFICATE `" '" ^ PLAN DESIGN: ' GTI: 12'DIA.X 7'L.D. GT2: 12'DIA.X 6.5'L.D. STI&ST2-10,500 GALLONS AS PER INSTALLERS CERTIFICATE A �PLAN DESIGN: b STI:12'DIA.X 9'-7'L.D. ST2:12'DiA.X 9'-7'L.D. s DISTRIBUTION POOLS&LEACHING POOLS-10'DIA.X 20'DEEP AS PER INSTALLERS CERTIFICAI"E PLAN DESIGN. SITE DATA DP 120.5'E.D. LOT AREA:41,831 SQ.FT.=0.960 ACRE LP1-LP4:19.3'E.D. ZONING:UGHTINDUSTRIAL DP2..20.25`E.D. LICENSE N0.050363 XP1&XP2: 19.3'E.D. FLOOD ZONE:ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED GENERAL USE SANITARY SYSTEM HANDS ON SURVEYING AS SHOWN ON THE F.E.MA.F_I.R.M.361030 0142 H EFF DATE:SEP.25,2009 26 SiLVER BROOK DRiVE ST-1200 GALLONS AS PER INSTALLERS CERTIFICATE FLANDERS,NEW YORK WATER MAINS AS SHOWN ARE AS REFERENCED ON T HE SUFFOLK - 11901 ` COUNTYWATER DISR77BUTION MAPS DATED 1/!73/2007 SHEET 19 P PLAN DESIGN TEL_(631)-369-8312-FAX' 8'DIA.X 7'DEEP-5'L.D. W RTIN D.HAND LS -41 L.P.-8'DIA.X 12'DEEP AS PER INSTALLERS CERTIFICATE COPIES OF THiS SURVEY MAP,EiTHER PAPER OR ELECTRONIC,NOT BEARING PLAN DESIGN THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE 8'DIA.X 12'ED. CONSIDERED TO BEA VALID COPYAND SHALL NOTBE USED FORANYPURPOSE SITE AREAS SITE DATA OWNER: ITEM -QUANTITY UNIT COMMENT F &S. LLC. LOT AREA(S) 41,831 _SQET_0.96 ACRES SITE NOTES 538 EDWARDS AVENUE CALVERTON, N.Y. 11933 FOOTPRINTA DE 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, PROPERTY INFORMATION: LOT 2 PAVING & CURB 18,609 SQFT ASPHALT/PCCURB AREA PERMITS AND INSPECTIONS REQUIRED FOR DEMOLITION AND IMPROVEMENTS FROM ALL -AT BI DG 680 SQFT POU ED-CONGRETE UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION. COOXX LANE. CUTCHOGUE BUSINESS CENTER SUBDIVISION AL ANE. CUTCHOGUE, NY RETAINING WALLS 167 SQFT POURED N R T In accordance with New York State Industrial Code Rule 53, prior to performing excavation the LOT 2 SCTM#: 1000-083-03-4.9 IMPERVIOUS TOTAL 26 604 S Q FT TOTAL IMPERVIOUS excavator must notify Dig Net at 811. ZONING: LI - LIGHT INDUSTRIAL: CONSERVATION o F SITE R EA LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND LANDSCAPE AREAS 4.271 -SQFT MAINTAINED BY NYS LICENSED SURVEYOR "I"" SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP TOTAL LANDSCAPE 827 SOFT o 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN DRIV DATED 7/14/15 BY MARTIN D. HAND, LS. LOT LANDSCAPING 37% SQFT 37% OF SITE AREA MEASURES AS SHOWN ON PLANS AND AS REQUIRED BY ALL AGENCIES AND AUTHORITIES ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE HAVING JURISDICTION. THE RESULT OF ACTUAL FIELD MEASUREMENTS. INCLUDES CONSERVATION EASEMENT 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED AND COX FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED COMPACTED WITH SELECT GRANULAR FILL COMPACTED TO 95% MAXIMUM DENSITY ANDNEE SITE QUANTITIES PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST. AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO 50' ROW PC CURBS 624 LINFT. 8" COMMERCIAL CURB BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. SIDEWALK 420 SQFT MCURB RAM­P­ 1PROPOSED BUILDING AREAS: 4" CHAIN LINK FENCE 97 LINFT BLACK 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE EXISTING EDGE OF PAVEMENT ' CHAIN LINK FENCE 20 LINFT. SLATS & GATE IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. AREA: SQFT DESCRIPTION/USE STORM POOLS 80 V T BREWERY 6,500 PRODUCTION &OFFICE& STORAGE 15 HPED PIPE 10 LINFT CONNECTING PIPE 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. CONC. MO S 59055'31 " E 4.0'W CONC. MON. MEZZANINE 812 OFFICE/STORAGE TREES 19 QTY 8. ALL IMPROVEMENTS ARE TO BE CONSTRUCTED TO CONFORM WITH FEDERAL I I TOTAL 7,312 TOTAL GROSS AREA AMERICANS WITH DISABILITIES ACT AND WITH NYS CODES AND LOCAL REQUIREMENTS Y 194.5 1 z m 4C .00' I SHRUBS 47 QTY PLUS GROUND COVER 1 I ENTRY ROOF 48 ROOF OVER ENTRY 9. ALL CONCRETE CURBING SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM (V m I �, I FOOTPRINT 6 548 TOTAL GROSS SQFT FOOTPRINT. a TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. O W co N 20'OPEN SPACE CONSERVATION EASEMENT o i Lu R -----------Z -------------------------CO M 1 v 10. TOWN OF SOUTHOLD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL ~ r 2 M STEP DOMN I O CONSTRUCTION. r- I o z ZONING ANALYSIS N I 0 7 0' 3.5'RETAINING WALL I 1 THE UNDERSIGNED,PURSUANT TO SOUTIiOLD Tome CODE SECTION c 1 X ZONING: LIGHT INDUSTRIAL LI DISTRICT 2ao-131(1),ACI,:NOWLEDGESTIIAT THECONDMONSOFTItESITE PLAN 11. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL I - � • I w ( ) I w 3.5'RETAININGWALL P.C.CURB Re PROPOSED USES: BREWERY APPROVAL SFT FORTH IN THE RESOLUTIONOFAPPROVAL DATED BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF I I R I J _ I Iii CO Ily ARE AC PJED(SEE CONDTTIONSONRESOLUTION). UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD m O I O oa a I I FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND INDUSTRIAL I z Y Z � U - I O I LEASE PRINT N I g z z w _ 1 I DISTRICTS STRUCTURES (280 ATTACHMENT 4) '�`� ,1 I � W° ¢ 6"P.C.SLAB m N o I I ✓ 7\A e t it� 3/22/_n i IN w m 9 `'� I �� I ALITHOLIZEU S'GNA URE 71'1 iJ: DATE 1 M ro 29.2' 9.5" 0 19.3' 22.3' 1 N I IN At'I'Rf1�'EuI;Y GENERAL NOTES I I LOT SIZE sgft. -40.000 41.831(0.96 COMPLIES TOVI'a OF SOL'111OLD PLANSUNG BOARD j ------ __ 5.0' 37.4' I SLI 57.7' 1 OVERHEAD 1 r LOT DEPTH feet 150' 212.02' COMPLIES 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS & SPECIFICATIONS. I DOOR I I Z 4.5R N I SIDE YARD feet 20' 57' COMPLIES WITH SUBDIVISION IAtul Fitsovslc.vATt;RE +D:aTE 2. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE z I ! =N i BOTH SIDE YARDS 40' 127.5' COMPLIES WITH SUBDIVISION NOTF_Ile ap roved site developmertplan sballbevslFRONT YARD (feet) 60 60'156.4' COMPI-IFS WITH SUBDIVISION Estfor aperiod efe: hteen(1� CERTIFICATION AND IS A VIOLATION OF NYS LAW. W Z I aZ I REAR ARD fee 70' NA N/A' COMPLIES WITH SUBDIVISI aaontl'sfrom thedate o(a;�provalasper code section 2132A. W w I o Q (� LANDSCAPE AREA (%) 25% 39% NATURAL & LANDSCAPED 3. THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, Q ® I m m Z a w 1 i �' io > j Im o 41,831 LOT AREA-26,004 BUILDING & IMPERVIOUS = Tciiin eso',' oid PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, cn I --- O Q 1 v 15,827 SQFT LANDSCAPED AREA/41,831= 37%. INCLUDES CONSERVATION EASEMENT ^*�"" •"' �' ^" FUMES, MOLD AND OR MILDEW. Lu w .��' LL, = ® Z =� j Ur W rn p) D: d 0 o I Iz o O MAXIMUM DIMENSIONS ALLOWED -PROPOSED COMMENT 4. THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, W W O 1 O IN Z o 0 0 0 �C3O© �Zga,3 MEANS METHODS, TECHNIQUES, 0 1 - Ix �- LOT COVERAGE o 30/0 1 .6 6 48/41 831= 15.6 SEQUENCES PROCEDURES OR SAFETY PRECAUTIONS P I I'- I W i X BUILDING HEIGHT feet 35 28± MMPI /o IES AVG. NATURAL GRADE AND PROGRAM IN CONNECTION WITH THE WORK. THE ARCHITECT OR ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR X O o WI = Q I ! Lu NUMBER OF STORIES 2 1+ MEZZANINE MEZZANINE = 13 FLOOR AREA SUB-CONTRACTORS. W o Z o PROPOSED ONE N0 I tY W v0 1 o STORY STEEL <_ HEIGHT OF BUILDING 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN ® z w I BUILDING 0° `� 1 ® Z a I The vertical distance measured from the average elevation of the existing natural grade adjacent to the P v P I building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs and to COMPLIANCE WITH NEW YORK STATE BUILDING, PLUMBING, MECHANICAL, ELECTRICAL, o U a I � ENERGY, FIRE SAFETY CODE, AND REFERENCE STANDARDS. CD �n w IL I Z N W W the mean height between eaves and ridge for other type roofs. J LL I r 7. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL UJ LU o D ! F- Q LOT COVERAGE PORTIONS OF WORK IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS UNLESS a0 I on = I That percentage of the buildable land existing on a lot which Is covered by the building area. SUPERCEDED BY STRICTER REQUIREMENTS OF APPLICABLE BUILDING CODES AND/OR o I O 13- 1 [Amended 4-10-2007 by L.L. No. 11-20071 REGULATIONS. O I FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF I 5.0' a..5' 19.0' 22.1' 20.0' 20.0' 4.9'. PARKING CALCULATIONS ` 8. OMISSIONS WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THEI O I DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT RELIEVE THE 50.0' REQUIRED SETBACK ! I 1 280-78: OFF STREET PARKING REQUIREMENTS �,. ..•.. ,,,,-fi, * ` 'I' CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE 56.4 SETBACK I 65.0 70.5'SETBACK PERFORMED AS IF CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE I - �' . ' " ` •' + s � `. ` . ,: .3.1 3.5'I OVE HEAD OVERHEAD 1 }-� DODR DOOR ,� L I BREWERY Light industrial uses 1 per employ. r er 500 s ft of floorarea whichever s greater INSTALLATION IN ACCEPTABLE CONDITION. � 43.5' ______ i «0 2.6'F2 45.0'REQUIRED SETBACK _ I PCA RON PC APRON i i ! MEZZANINE Light industrial uses "per employ. or 1per 500 sqft of floor area, whichever is greater 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER 6'BLACK CHAIN CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE LINK FENCE 1 fr; O OATS 1 OWITH 9'IA XL25'H.GRAIN I 15'X45'LOADING BERTH i ® _-_-_---_ Size of spaces. Three hundred fifty square feet shall be considered one space (to provide room for INDICATED ON THE PLANS. I STORAGE SILO ON P.C.I- ° i__________ ___________________O_____O________; O I I standing area and aisles for maneuvering).Aisles between rows of parking spaces shall be not less LIST OF SITE PLAN DRAWINGS 10.ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, SLAB/FOUNDATION I O C-6 I > I than 22 feet wide, unless reduced for sixty-degree-angle parking, in which case the aisle space should SHEET TITLE DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION,AND AS ANTICIPATED OR INFERRED I,J,JM > be not less than 16 feet wide. Entrance and exit lanes shall not be computed as parking space except AC-1 ZONING/DATA/ALIGNMENT PLAN 1 ASPHALT PAVING n I _ 1 for driveways for one-family and two-family residences. The minimum parking stall width shall be nine , PRIOR TO PRICING OR BIDDING. THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY �i - a'BLACK CHAIN LINK I O IC) FENCE ON 7.3't P.c. o O AC-2 EXISTING CONDITIONS/ 500 RADIUS DISCREPANCIES OR OMISSIONS, WHICH WOULD INTERFERE WITH THE SATISFACTORY Qty RETAINING WALL I � O i O feet, and the minimum length shall be 19 feet. AC-3 LANIDSCAPING / LIGHTING PLANS EXECUTION OF THE DESIGN AND OR THE COMPLETION. •r 1 I L I IN THE CASE OF DISCREPANCIES ON THE DRAWINGS, ANY BIDDING CONTRACTOR OR - 1 O 03 1 N 1 Access. Unobstructed access to and from a street shall be provided. Such access shall consist of at AC-4 GRADING/DRAINAGE/UTILITY PLAN SUBCONTRACTOR SHALL ASSUME THE MOST COSTLY CONDITION WHEN BIDDING AND TEST BORING I --------- --------- - - - --------- -------- --------- -o----- --- ---- --------- - I I least one fifteen-foot lane for parking areas with more than four spaces but less than 20 spaces, and at AC-5 WATER/SANITARY PLAN MW-3:10-18-20111 oD ° least two ten-foot lanes for parking areas with 20 spaces or more. No entrance or exit for any off-street PERFORMING SUCH WORK. ° ELEV 60.51 I O O 12 ib ❑ r , I ° AC-6 SITE DETAILS I � O I parking area shall be located within 50 feet of any street intersection nor exceed a grade of 6%within 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONSO ® 1 M I 25 feet of any street line nor 10% at any other point. All points of ingress or egress shall be AND REGULATORY APPROVALS AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR N I 9.0' 9.0' 9.0' 9.4' I appropriately signed, unless such signing is considered unnecessary by the Planning Board. RESPECTIVE DISCIPLINE. Z CONC. MON. 2.9'I 1 I P.C.CURB 1 USE AREA RATE PARKING REQUIRED cNgtisRoq SITE 12. ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITHCONC. MON. E ° ALL DRAWINGS AND SPECIFICATIONS, AND SHAtLL INSPECT THE EXISTING CONDITIONS IN j N 59055'31 " W 191 .01 ' MEZZANINE 812 1/500 1.6 SPACE THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONS OF THE BUILDING AND ALL1 LOT 3 TOTAL 7,312 1/500 15 TOTAL REQUIRED pow k DIMENSIONS RELATED THERETO. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL N GOVERN ALL DRAWINGS. REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS I °' REQUIRING CLARIFICATIONS IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. I M ----------------------��----------------------------------------------------n� TOTAL PARKING PROVIDED: 21 SPACES Iw OFF STREET LOADING -1 SPACE REQUIRED/PROVIDED C"e1 �° i Size of Loading spaces. Each required loading berthshall be _ o co I at least 15 feet wide, 14 feet high and 45 feet long and in no 1 \ event smaller than required to accommodate vehicles I ! normally using such berths. OCT 2 5 2016 °,' NORTH � I(5 N M ENT F LAN Southold Town KEY MAP N.T.S. , v Planning6oard LOT 2: S.C.T.M. # 100-083-03-4.9 N 0.1 10' '0' 0' 1100' SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER �"",.� y � 6ric Nicosia 5' 30' rrr � �GIIST6Ci� G BAR SCALE Scale: 1 =20 17 ARCH ITS T PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 E-Mail: architect@optonline.net �e C, THREES BREY�I I N G EAST ,� Ca s% LOT 2 CUTCHOGUE BUSINESS CENTER tr O CUTCHOGUE, N.Y. * * ZONING/PATA/ALIGNMENT PLAN Rev Date:10/18/2016: `�� $JL • ' Planning Comments Rev Date:08/182016: 1T ��'_z ,1)Q' Scale: As Shown Rev Dat 10/18/2016G_ Sanitary/Drainage J Rev Date:°"16/2016: ob# 15122 By: E. Nicosia 1 0176 Planning Submission E ISTTy I D IVE • •e. -�. -e.LIPA 2 -e- I-- z COX LANE EXISTING 12"S.C.W.A WATER MAIN EP:55.06' EP:53.79��5 EP:53.33' EXISTING EDGE OF PAVEM T EXISTING EDGE O CONC. MO . I 4.0'W /- -- .60:.-_ "' —♦ .- CONC. MON. / \ OPEN SPA 194.52 .00' ----------------- --------------------------------------------------------------- p ` O _ - - -- N / N CONSERVATI6N � ,�2' O NOW OR FO}RMEPILY:SUFFOLK ""COUNTY ♦ N 59°55'31 " W EASEMENT 34.19 N II SCfiM#1000083000200012007 60 .58_56 - ZONING:AC AGRICULTURAL ` N ` 5i T i II CONSERVATION USE:AGRICULTURAL z /N _ O 1 \ ; e� 1C) O II NOW OR FORMERLY:LIEB VINES,LLC. .Q r. , II quo Q_; SCTM#1000083000300002001 •� p II �� 13050 OREGON RD w N � , ~ ZONING:AC AGRICULTURAL CONSERVATION Q � — USE:AGRICULTURAURESIDENCE !� N 1 '- NOW OR FORMERLY:TOWN OF SOUTHOLD'., ;Q w NOW OR FORMERLY: SCTM#1000083000300002002 Q �, .54" SCTM#1000083000200012008 ZONING:AC AGRICULTURAL CONSERVATION d — ZONING:AC AGRICULTURAL USE:AGRICULTURAL 0 CONSERVATION N 1 ' SDO� USE:AGRICULTURAL0000/ --- z RE GNI / n W BUILDING SET ACK LN V LOPE s z W NO CULTURAL OR HISTORIC > FEATURES LISTED WITHIN 500' NOW OR FORMERLY:BOYD,GREGORY A. NOW OR FORMERLY:ANTONE BERKOSKI a / NE rOn.0 I ME' SCTM#1000083000300003001 SCTM#1000083000300003002 p S O N 0�— J / WAl le 12950 OREGON RD 8580 COX LANE w z M �� 1 w �. — 45 LL O M ZONING:AC AGR ICU ONSERVATION ZONING:AC AGRICU ONSERVATION o w / RE \SIE O o _ FIN.F USE:�ES►DENC USE ESIDENC w ® w / 1 PUBLInm PUBt� C9 E sn o ws.° s a Z o F= LL N - s COX LANE 0 50'ROW W S 59.55'31•E 475.72' -'•'d4 ' ° ' 194 52 oo' 281.20 Lu U-1' zo ¢ I 1 1 l / g �� a- z LOT 2 i I W C-, U) X w '^ -j -1 0< OW�Jd' W W Q oo �o 8 }oQz � w 0 . 960 ACRE Q 25.4 U N 3 a - ` , $� J O J fn Q I � I ozo�JZ� 1o � W2o °° 41 831 SQ . FT. U �a o z— IQN }OOVO� �� � 0.960ACREw se �oJ II L.L } ZoU` �aU' Z � 41,831SQ.FT. s " 4 . �p�JLLI� 54' OGT.84 Wz��QWa O � °OZ0n O l— I� I0.Oo O I2NoOU��' � WII��0 C\1 W o 40 (n OLf) O OLL.w O<z U W w i oT; to EXISTING N TOP 64' I I I I 0 U 1.4 1 ARES z i O >��z > O N m cr1 e, s1�10 7 REMOVED I '� ' O U O W z , S 59'55'31"E 281 AFT• i W Z I"- I NOW OR FORMERLY:MORELL, LLC. N (n N59°55'31 g91A1�'-- 146.0 cow oN ONC.MO i I 1 ' 135 5 U O Z I I n VERIZON NEW YORK INC/LONG O AURIGHTOF MM Q -- W I I Il Z WAIPRIVATE , I W / I— ' 15 e0 ISLAND LIGHTING COMPANY/LIPA/ t p 0- '--- ----- --- - ' ' ; I I I KEYSPAN ENERGY DELIVERY i N U) W J I SCTM#1000083000200012011 a NOW OR FORMER Y: 000 LLC. w U ¢ Q Z ZONING:AC AGRICULTURAL SCTM#10000830 0300004007 ! o CONSERVATION S 12820 ORE N RD g F z o �- UJ uj Q = LP g � SUBDIVISION L S 1,3,4&5 °,! �c7 0 J / W bo O J I USE:PRIVATE RD °s ZONING: LI LIGHT INDUSTRIAL I J Wi n. o W 5 Q IY 0 Z �- USE:INDUSTRIAL/VACANT 9`a;t W U R Z Z E FW- O I NOW OR FORMERLY:ZUHOSKI,DAVID . o _H PUBLIC WATER U o-�f Q V ~ \ I SCTM#1000083000200013007 o X �— \' p ZONING:AC AGRICULTURAL Ow Ef o IS z U /�/���� I I ' LO R_ LOT .�- Ix J—J I ♦ M CONSERVATION DoT m o w USE:PRIVATE ROAD 1.s 3ACREs g 1.140ACRE�.," O O oo J W m ` N i I I I W Q N 66,363 b 60,114 ; 0 of U)d I f SQ.FT• N F9" ----- - - ---------------------------- -- o ` �Dl a1�0§2CACRES Z Z O(n O TEST BORING n L_ \ _l I N co SQ.FT. I , N I z MW-3:10-18-2011 I r M ELEV 60.51 O O ♦ ONC MON 3 60' ® \ I O O I Q 929 vIrE t �� •�1800— ' O GJO CNI NOW OR FORMERLY:ZUHOSKI,STEVEN ` -_-________i N r^ SCTM#1000083000200013008 op --------------------------------------------- ----------------------------------- M v i ' ; v CONC. MO 40.00 L z♦ vJ ZONING:AC AGRICULTURAL �-" MILLER PLACE �p 50'RIGHTOFWAY- CONSER:VATION PRY TE06 1 62' USE:AGRICULTURAL 23276 eaa ONCMON'T °"-rfis"$ asoo — �Nc ° "' �� 60' 58' 56' ' -CONC.MON. tout MON. N 59'55'31"W - 513.96' W N 500'95'31 W I W 54 191 .0 11 , 146.20 146.20' WCO° zd> NOW OR FORMERLY: O 0 O JEANNE M.GRACE&DONALD J.GRIM \ SCTM#1000083000300004005 ♦ \ N W w _ 12260 OREGON RD `W _ \ �— O ZONING:LIGHT INDUSTRIAL ` 54L ` ♦ / USE:JUNK YARD y PUBLIC WATER ♦ \ �\ - - - - - - - - - - - - - -- - - - - - - - - _ _ \ 56'-- _N \ \ , N 59°55'3,.:.;. 146. \ 58'x.. `�""�' 200 Soo ` O 60'' 50 > Oo Scale: 1"=100' z z 1 I , �62 / W O W 62 �� ` � \ / SOIL CLASS. DESCRIPTION D L� C E TOPSOIL (EL 60.5') 0.0 TAN BROWN SAND OCT 2 5 2016 -5.0' COURSETO EXISTINS GONPIT IONS Southold Town MEDIUM SAND, Planning Board SW MIXED GRAVEL LOT 2: S.C.T.M. # 100-083-03-4.9 -DRY (E 18.5' SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER highest expected_) 1-42 N �oun3wa of 0' 10' 0' 40' 100' 6ric N SW -DAMP- c GROUNDWATER (EL10.5' 50 5' 30' Scale: 1"=20' rilA1 t7T6 CiD ]� H eC ENCOUNTERED R R �`�G, 1 T T COURSE TO BAR SCALE Shy MEDIUM SAND, PO Box 879, Rocky Point, N.Y. 11778 MIXED GRAVEL APPROVED B Telephone: (631)928-4456 -WET- (EL 0.5') WET- (EL0.5') 60 PLANKING BOARD E-Mail: architect@optoniine.net TEST BORING MW-�8 >;t*GoaR � BORING LOG BORING BY MILLER TOWN OF SOUTHOLD ��ti NiC 0 THREES BREY�l N6 EAST ENVIORMENTAL GROUP,INC. C?� ��tC �S�q ''� LOT 2 CUTCHOGUE BUSINESS CENTER DATED 10-18-2011 (ELEV:60.15') DATE 3 '�o�I a o �� CUTCHOGUE, N.Y. HIGHEST EXPECTED GROUNDNVATER ( � ESTIMATED FROM GROUND NA 8' �"1` �''\✓ w�"� * * i FLUCTUATION IN GROUND WAITER crl i���/. EXISTING CONDITIONS/ 500 RADIUS DATA BETWEEN 1976 AND 2012 AT Rev Date:10 Comments N� Planning Comments USGS MONITORING WELL Rev Date:06/18/2016: 9 .45 pe' Scale: As ShOWn Rev Dat 10/18/2016G_2 410104072303301S53324.1 LOCATED 1.2 Sanitary/Drainage MILES SOUTHWEST OF SITE Rev Date:07/18/2016: F E Job# 15122 By: E. Nicosia 2 OF 6 Planning Submission APPROVED BY. PLAMING COARD COX LANE COX LANE TOWN of souTHoLD DATE 3 ) a I �► EXISTING EDGE OF PAVEMENT _ I S 59055'31 " E + + + + + + + + + + + + + + + + + + + + + + + + + 0 0.0 0.0 0.0 0.0 0.0 _-Q.0-__0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 194.52 ?m 4 1.00' - - ; z m 4C .001 NATURAL AREA I (n I<<:. I U) j I TO REMAIN x C) I 5-< U )' 20' OPEN SPACE CONSERVATION EASEMENT I w I 20' OPEN SPACE CONSERVATION EASEMENT I I I I v C I I JI --------------- --------------- I -- STEP DOWN 02 I I Z 0. "' ------------ • STEP-Do I _ 09 09 \ I o 3.5'RETAINING WALL ' I o9 I 1 0 3 5'RETAINING WALL �I 7.0 - MIXED ANNUAL BEDS 03 03 03 03 03 06 O6 06 04 04 04 04 08 08 9 09 I LLW� 0. ^ 7 0 LU rn 3.5'RET KING WALL I ( I w + + 3.5'RFTAININ WALL + + + + + + +m Q I °dv ¢/ 6 0.8 -�9 -6 0.9 0.6 3 0.2 Oi�1 0 1 bc WIDE NYLON WEBBING ( RE-VEGETATE o CO � I Q ( N I � c0 DISTURBED Y Z z O I 1 Q+ I y Z + I' w� I AREAS WITH z Z Z 10 Z 1.6 1.0 1.3 +1.4 1 1 .7 +0.6 0. 0.3 01 2 + ROOT CROWN TO BE AT FINISH I o 0 Q ¢ z 1 1 n- °' I LU z I� 0.1 �, GRADE OR 1-2"ABOVE GRADE w NATIVE RYE m W o ¢ w m GRASS BLEND TO w Cr w W I �- I J 1 w ~ 2"x2"WOOD STAKE AT I MATCH EXISTING F b � r" I I + ( F �.7 .1 1.2 1.2 .2 .0 0.8 0. .4 .3 01i I 2"SETTLED LAYER OF MULCH 1 M in I N I 0• OR BELOW GRADE I FIELD ri I I I M M 1 U.1 CSI FINISH GRADE °o°a°o oo°o° - _= TILLED OR BROKEN UP SOIL 09 09 g 08 + 9 1-. 1 5 6 4 ° 2 I o. I I o.1 0. I MIN 12"DEEP S2 + + + + I __ ��n=I�,;1°'n�ii =1� I 03 03•- 02 '; 09 I \ \ � 1 /i. X WIDTH OF I oa o6 0�04 oa o 0 08 s o' 1 + I 8 0.6 0. 0 2 ROOTBALL I 04 ( ° I TREE PLANTING (>3" CAL.) I oa ° 09 �- I I + •.[� + + + + 1 o I- 1 09g I 0 NI o I.8 0.9 0.6 0.4 0 3 I NOT TO SCALE LU I I 0 I z LU I 4 0. ® I 009 I Z ® I 1i CI __ 01 I 0. � I f 2 3 0. 0.4 + 2 + 0. I I- W I 04 I M Lu I 41 I z I '`� os 9 ''�" I M m + w l 1. �.2 1.4 0. 0.5 0 3 + � I WIDE NYLON WEBBING o z Z 1 04 p9 O 1 z 0 0, Z ( °• I ROOT CROWN AT Q Q I 04 0909 I I- O FINISH GRADE, II I 04 I 0. 1 2. 3 + .3 0.8 + .5 + 3 0. - . I OR 1-2"ABOVE GRADE u ILL W I 0 01 = I LU w 2"X2"WOOD STAKE AT = WZ I PROPOSED ONE p, 6 1 + rJ7 1 PROPOSED ONE i 8 + + .1 0.7 0. 3 I OR BELOW GRADE p <- Z I I I 0' Z I 0. 0. 2"SETTLED LAYER OF MULCH W -i� 01 STORY STEEL °� I I 01 STORY STEEL I I =ti0 W ! I I0 I 1 .9 .5 + K w o6 w o. 0. --y _TILLED OR BROKEN UP 1= �p U ( BUILDING 05 ( °' V I BUILDING a W - 10.00 aoaa I SOIL MIN 12"DEEP !n Q Q I W I Q I -I II J-r_ T1-1 i FINISH GRADE L -' 1 it=°= " X Z a- I 05 01 1a I + + + + + + w U) I 71", 11-silisos I 0. cn I 0 0 .5 3 0 �...t 2X WIDTH OF ROOTBALL W w 1 05 09 9 Q I w l �Q D- 1 oss 1 + al 5 1. 0.9 0.6 0 + 3 EVERGREEN TREE PLANTING o I 0 8 099 > I 0.0 01 > I NOT TO SCALE I 07 O O O 09 b I I 1 07 01 ► O 0.0 I 1 1 0. 0.5 + 3 Y�0 J 0 1 07 6 0.. 1 04 ° 9 ( 0.0 I 4 1 .6 2.2 1.3 0. 0.4 2 + +0 ROOT CROWN TO BE I 04 AT FINISH GRADE OR I O9 9 1-2"ABOVE GRADE I 04 I 0 0 I 8 2 3 1 3 0. 0.4 2 .1 0. 1 2"'SETTLED 1 / I LAYER OF MULCH I 04 0 1 1 1 li--•..t.�- v - y FINISH GRADE -� 11�°opoho a°�a;o 11_li` I 0408 9 I 00 I W4 4 + + + + -_ obao ooao' - - "02' 06 06 06 9 + _ ---- + MT = non ono i.';_TI TILLED OR BROKEN 03 O 1.9 9 0. 0.4 SOIL MIN 12"DEEP I O9 I I 0•0 I 0.1 °. 1 < +J j O O O I 10.0 I 1.1 2.2 .4 .3 + .0 + .9 + + .6 0.3 2 + 2X WID + 1TH OF 0.1 0. 1 ROOTBALL I iIII N iIII + + + + q 1 0 II O O 1 92 1 17 9 � 1 + 0. 0.3O ° ° . 0.1 SHRUB PLANTING: O + + + + + + + +NDIVID AL PLANTING HOLE W I 1.3 1. 5 2. 4 1. 1.3 0.5 2 .14'BLACK CHAIN LINK O 0.0 4'BLAC CHAIN INKI 0 =0.NOT TO SCALE FENCE ON 7.3't P.C. O FENCE ON 73t0 00 RETAINING WALL RE ININGW L + + + + + + +O U! 0.0 0.8 1. 1.2 3 1 1 1 0 0 7 0 0. 0. +jI 1 +0 LIP I + + + + + I 1I I + + + + + + 0 ° 6 0 5 0. 0.9 0. 2 I 1 3 0.0 0 1 op O O N � 03 C7 1 I + C:)N I 03 I 0.o I 0. 0 3 0. 0.2 0.2 0.1 1 0 ° I II + + + + + + z U)J oz + V J I 01 01 01 1 0.0 .�_ I 0.1 1 I N59055'31 " VIV 191 .01 ' 0.0 0.0 +0.0 0.0 0.0 0.0 ;0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0. 1 I LOT 3 1 VEGETATE SLOPE: I HYDROSEED WITH NATIVE RYE GRASS BLEND TO SITE LIGHTING FLAN MATCH EXISTING FIELD OVER JUTE MESH I, EXISTING EVERGREEN PLANTINGS WITHIN I EROSION CONTROL I I PREPARED TOP SOIL I CONSERVATION EASEMENT TO REMAIN ;> r I � Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Entry FC Level @ Grade Illuminance Fc 3.5 5 2 1.75 2.50 Parking Lot Hor FC @ Grade Illuminance Fc 0.94 3.2 0.1 9.40 32.00 LANPSCAPINSLAN Luminaire Schedule Qty Label Arrangement Total Lamp Lumens Lum.Watts LLD LDD Description Mount Height ' CANOPY 1 C1 SINGLE 1161 10 0.950 0.950 Prescolite Recessed ;10W LED, 3000K; Downlight CEILING 9' SIGN 3 S2 SINGLE 665 X3=1995 8 0.950 0.950 RAB 11"Gooseneck; 8W LED, 3000K;Angle Shade WALL 12' WALL 1 W3 SINGLE 3881 55 0.950 0.950 Beacon Urban series; 55W LEID; 3000K;Type III dist;HSS,full cut-off WALL 14' - >ht W - _- '^j i tP WALL 4 W4 SINGLE 3881 X4=15524 55 0.950 0.950 Beacon Urban series; 55W LED; 3000K Type IV dist; HSS;full_cut-off WALL 14' k jrJ1 __ ..` :. Total Lumens=22,561 (Allowable=25,000/acre X.96=24,000 max.) iG ?�rrl 35'RETMNI WALL PLANT SCHEDULEBEACON PRODUCTS "URBAN" CAP 21 LED FIXTURE - FULL CUT OFF TYPE FIXTURE IS AN IDA "DARK SKY" APPROVED FIXTURE. G ' NUMBER QTY ICOMMON NAMES SCIENTIFIC NAME LIGHTING TO BE TIMER CONTROLLED r m I 0 1 9 IHAWTHORNE-3" CALIPER CRATAEGUS CRUSGALLI WALL SIGN FIXTURE: BLACK RAB LIGHTING s ' A02 4 RED MAPLE 3" CALIPER ACER RUBRUM INC.GOOSENECK 11" �! 03 11 EASTERN RED CEDAR-6'TALL JUNIPERUS VIRGINIANA ANGLED SHADE 8W z ' LED FIXTURE FF >' h FULL-CUT O °° , 04 21 INKBERRY ILEX GLABRA -------__.__ r 6 t 05 5 WINTERBERRY ILEX VERTICILLATA D 06 6 MOUNTAIN LAUREL KALMIA LATIFOLIA ° 07 6 ARROWWOOD VIBURNUM DENTATUM OCT 2 201 0 1 I 08 14 VIRGINIA ROSE ROSA VIRGINIANA TIMER CONTROLLED SITE LIGHTING I� 09 46 BEARBERRY ARCTOSTAPHYLOS UVA-URSI TYPICAL LIGHTING FINISH COLOR:BLACK I E PLANTINGS REFERENCED FROM TOWN OF SOUTHOLD NATIVE/NATURAL BUFFER PLANTING SPECIFICATIONS ALL FIXTURES ARE TO UTILIZE HOUSE SIDE SHIELDS AND Southold Town Planning Board e, '. ', _, + �;. '' TO BE AIMED AS TO NOT ILLUMINATE OFF SITE. LOT 2: S.C.T.M. # 100-083-03-4.9 ALL TREES TO BE 3" MINIMUM CALIPER :- to SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER J EVERGREENS TO BE 6' MINIMUM , BALLED & BURLAPPED - Z HIGH AT PARKING AREA POLES,0'HIGH AT LANTERN POLES SHRUBS TO BE MINIMUM 2-3 GALLON CONTAINERS I FIXTURE ON LIGHTPOLE BASE GROUNDCOVER TO BE MINIMUM 1 GALLON CONTAINERS 2 MAX O.C. /r'G Nicosia SEED AREAS : NATIVE RYE GRASS BLEND TO MATCH EXISTING FIELD NON SHRINK GROUT UNDER BASE /� t t n TOP DRESS BEDS WITH FINELY SHREDDED NATIVE WOOD STUB OUT APPROVED CONDUIT 2"OVER BASE fLGIIST£R£� AR-GH ITt�GT STOCKPILE AND RESTORE EXISTING TOP SOILS. GROUNDING CONDUCTOR IN PVC CONDUIT y * � AMEND SOIL AT LANDSCAPING/LAWN FOR PLANTING. PO Box 879, Rocky Point, N.Y. 11778 Ip. i PROVIDE AUTOMATIC DRIP IRRIGATION SYSTEM TO LANDSCAPING BEDS Telephone: (631) 928-4456*' t 1 IIII 1111 I� + 4.81.ACK CHAS LINT( - 11� IIII l E-Mail: architect@optonline.net - .-INCE ON 7.3'T P.C.I 11111 1 1 RETAINING V/ALL I�• � L I IIII I ; 3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS F E D� S R ' THREES S RDN I N G EAST � s ISEE BASE BOLT PATTERN AND THREAD EXPOSURE 'CLy`C NICi 4000 PSI @28 DAY AIR-ENTRAINED REINFORCED POURED � S�q LOT 2 CUTCHOGUE BUSINESS CENTER -r---� CONCRETE FOOTINGS CUTCHOGUE N.Y. N 10' 0' 40' 100' - 11 .� 0' -+''� (4)VERTICAL#5REBAR@18"O.C. WALL MOUNTED BEACON *` 3"MIN CLEARANCE ALL SIDES LANDSCAPING / LIGHTING FLAN5 5' 30' PRODUCTS CAP 21 LED 2,_0" (6)HORIZONTAL#5 REBAR EQ.SPACED Rev Date:10/182016: N 3 MIN CLEARANCE ALL SIDES Planning Comments �r1 EXISTINGFLANTINSYS BAR SCALE Scale: 1"=20' (NO RINGS) (BLACK) Rev Date:O8/18/2016: 5 ` �' Scale: As Shown Rev Dat 10/16/2016 G_� 21" - lla _-CAP GROUNDING CONDUCTOR IN PVC CONDUIT Sanry/Drainage Rev Date: Job# 15122 By: E. Nicosia 3 OF 6 Planning Submission ------- -- COX LANE � D�IVEW� IGRADING AND DRAINAGE PLAN KEY -$ LIPA 2 190 - EXISTING TOPOGRAPHY-$- -e- s z I i EL.XX.XX EXISTING SPOT ELEVATION EXISTING EDGE OF PAVEMENT I i PROPOSED TOPO LINE _ COX LANE +:XX.XX PROPOSED SPOT ELEVATION S 59055'31 „ E <,._<,.-<,"-<,"-<, -<,.-<,"-<,"-<,.-<._<,.-<,"-<,. -<,.-<,.-<,• -<,.-<,» 5e'<ROW-<,"-<,.-<,» EXISTING 12"SI C.W.A WATER MAIN -<, TC:XX BC:XX PROPOSED TOP& BOTTOM OF CURB 1 4 .00 1 EP:55.06' EP:53.79' ----541 EP:53.33' I TW:BW.XX PROPOSED TOP& BOTTOM OF WALL EXISTXX IJJG EDGE OF PAVEME�1T 56. \ I i -® PROPOSED FLOW LINE I I CONC. MO r_- o ---- '� RL ROOF LEADER --- ---- - 4.0'W -'- ----�� I 11\CON . MON. CB/TD CATCH BASIN/TRENCH DRAIN P SOIL_ T°° 1LE S P DOWN _I I DRAINAGE 3.5'RET NINGWALL I I I \ , ` 194.52 I �m ,QQr I A# DRAINAGE STRUCTURE VER ST _M RAIN. 70' DRAINAGE I AREA A I I �,/ \ 3,R :; m TE CLONSTCRUCTI a 3.5' T I L �, I N CAST IRON OPEN GRATE AND FRAME DRY WELL COVER I ¢ J Q -- Q 20 OPEN SPAC ONS RVATI N EASMENT I TC:54 9' ' I O CAST IRON SOLID GRATE AND FRAME DRY WELL COVER --------- ----- --- --- --- --- ------- I W I z¢ � ¢ T C o � I �� r-_ ,60' 58' 156'-- 54' I l • 9��� p° z z I co STE DOWN ���'� w w JV Z I WCo ¢ I I t o� Z TORM WATER DRAINAGE NOTES I w f i I ` V I o . TW:61.50' 3.5'RETAINING WALL', TW:58A6' 1 z¢ F W W R ;Z / �� I 7.0' BW:58.16' BW:54.75' � I p (A f (V I a 1 I o f 13'R D Z 1 - RAINFALL CRITERIA = 2" = 2"/12=(.17') vi ( ' 1 24.0' TW:58.16' 3.5'RETAINING WALL TC:54.75' T :54.50' "w m I LU ROOF RUNOFF COEF = 1.00 PITCHED ROOF lofBW:54.83' BC:54'25' B :54.00' p0 =� o p I ZR I _ PAVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS L-A L_B, j ,� a N �5 z "3 UNPAVED RUNOFF C. = 0.25 LANDSCAPE/MULCH/SOD AREAS I l II :¢ W I ¢Y z ° �� I z I SLOPED RUNOFF C. = 0.50 SLOPE AREA 1 _ I z, o o a z i M ® j 54'x' I tr Co w I¢- SDR35 1° IN.�...-�• :53.90' ! �� '' 6" '-' 1 PRECAST STORM DRAIN CAPACITIES Tw:sl.so' n �_.... I I 8'-0" DIA=42.2 CU.FT./LIN. FT. ! L-C1 I N I A BW:58.16' /J - I I I C I ! M M / HOT-RdK RPZ I / W n ENCLOSURE I 10'-0" DIA=68.4 CU.FT./LIN. FT ® I ! I co 1 I -77 :58.16' 1 I j I ELEV: W: 4,83Y + :54.83', 'E 5 I / I 12'-0" DIA= 100.8 CU.FT./LIN. FT 1 I . L-A 58.66' ., -.,.-,. W I I L-C2 I °X I DOMESTIC WATER 0 M =W I INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : o Z I I ! � I I LINE TO METER a I I I TC:s4.66' VAULT z i 18" DIA HDPE PITCH 1% MINIMUM. W I L-A ' �� I ~ t� I I BC:5411.33' W ! Z a I \ '�. \ I w I w ( ROOF PIPE TO DRAINAGE POOLS w I ! I ¢ I FLOOR I I !°o 1 Z 6 DIA SDR-35 PVC PITCH 1% MINIMUM. WI I I ,\, I I a W I I ELEV:55.00, Q c9 I ! I I rn 1 _.� z° o I .� z w I I OOF:6,548 SQFT I I ° I w I IFL-C21' ,� ,;Yw of I ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING ® !, ® LL w ' I ' +,.� xa I m m COVERS AND CAST IRON FRAMES AND GRATES/COVERS TO GRADE Z I ! I I o I O / ZI I I`. y w O I o W I w D I s L I' z X I ! I z a Q I I 6 j NO GROUND WATER ENCOUNTERED DURING SOIL BORINGS TEST W I ! DRAINAGE �'" I LL co RL-A L-C I X O O W I ELEV? �° LU ! AREA C > I W W cn 1 :61.50' 61.6s 62'' I °M/ti``.. / _ ! AGE CALCULATIONS: � � ! PROPOSED ONE .�� TORMWATER DRAIN I IY w 0 I _ ,I C I ! CD o o _ 1 STORY STEEL - I ! (�' I O ¢ ih U i i- I I W I DRAINAGE AREA A: co I i BUILDING '', I53;90' C) a Q I ' W I PERVIOUS AREA= 8,460 sq ft X .25 X .17 = 359.55 cu ft ! w w j FLOOR ! �ti I ROOF RUN-OFF RL-A1,2,3,4 = 3,250 s ft X 1.0 X .17 = 552.5cu ft ! I I f Z I i1 ELEV:55.00' 1 q ! I W Lu I L-A L-C 1 .1' 8.0' 8.0' 8.0' s.5' I TOTAL STORAGE REQUIRED- 912.05 cu ft CL f 0 / _ + REQUIRED DEPTH OF 10' DIA. RINGS =912.5/68.4 = 13.3' MIN. j L-A L-D -""'- --"---- --- j " f i . �S 5�6 �/ ! j PROVIDED = (1) 10' DIA.X 14'VERTICAL PRECAST DRAINAGE RINGS. I ® 1 1 O / °' S4' w ( WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. I I I I DRAINAGE O O O i LU EXISTING TOPO 1 '� Q I I I REMOVED, 6'4• ;' O w ( DRAINAGE AREA B: '� AREAE I O I I o 2s o 65.0' I ! ;` o, d z PERVIOUS AREA 2,600 sq ft X .25 X .17 = 110.05 cu ft I t i I O I I " 00 m 62.0'+ 36.0' -_ BC:54-33' r�� _ J I I tO ELEV: I ROOF RUN-OFF RL-B1 = 812 sq ft X 1.0 X .17 = 138.05 cu ft L-A4 L-D "' 2 I IMPERVIOUS AREA = 3,206 X sq ft X 1.0 X .17 = 545.02 cu ft _ -____ RD:6"SDR35 Q 1%MIN.! i� W _ w 4'BL RAIN LIN I 1 I N o H.T. + o -�:-< 53 g0 D_ I TOTAL STORAGE REQUIRED = 793.12 cu ft FE CE o .3't .C.I -� O O J� I I ¢ �+ :54.83'; :54.83' �1i TC:54.75' "jam ��, d I DRAINAGE I I 1, RETAININ ALL I I I Q¢_ C�� �' BC:�4.25' y \ I L� 5A.66' ' 10.0'MIN 41.4' REQUIRED DEPTH O 10' DIA. RINGS = 793.12/68.4 = 11.60' MIN. AREA D I -� 5.0' ' I'I 1 :6 so I PROVIDED = (1) 10' DIEEP PRECAST DRAINAGE RINGS I O I (V I �• TE BORING O I I I o ! sass'+ +sass' 54.60'+ j I j WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. M -3: 0-18-20 1I O I \ quo �^ I I CP L�so. O O t i W �� v, $o, ;;�- 1 DRAINAGE AREA C: 4'BLACK CHAIN LINK a•7s0 i �� !',54.26' FENCE ON 7.3't P.C. + :54.83' `\�0 54.40+ PERVIOUS AREA 5,792 sq ft X .25 X .17 =246.16 cu ft RETAINING WALL 50 o z I I ` 40.0' 3• 9.8' ih "- TCI 4.66 I ROOF RUN OFF RL-C1,2,3 = 1625 sq ft X 1.0 X .17 = 276.25 cu ft 54.s°+ 06 _ IMPERVIOUS AREA = 1,009 X sq ft X 1.0 X .17 = 173.53 cu ft f (` TEST BORING ( -7 d I ( ;;,� B Isa.00 ' (V i I MW-3:10-18-20111 _ 25.9' TOTAL STORAGE REQUIRED =695.94 cu ft I O ELEV 60.51 I ' 8.0' B�' �. O ' 54,700+ 0+54.6 54.33 if']-----�� i+i54.23� 1 I bo I I 1 I I 60 $ \ 8'°' 22 3' r I REQUIRED DEPTH OF 10' DIA. RINGS = 695.94/68.4 = 10.16' MIN. M i I PROVIDED = (1) 10' DIA. X 12' DEEP PRECAST DRAINAGE RINGS CV TC:55.25' TC:55.10' i TC:54.66' I I m BC:54.75 Bc:5A AC � ? BC:54.16 � � i WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. i z CONC. MO A I h 00 W I DRAINAGE AREA D: USE 8' DIA RINGS. 05513111 n 62 ! 60' s8' 56' 54' I CONC. MON. I I W N 5 5 5 31 - I 1 °p ii 191 .0' I I ' o o i i PERVIOUS AREA 697 sq ft X .25 X .17 = 29.62 cu ft IAll -- LOT 3 - - _ _ _ ; ° ROOF RUN-OFF RL D1 812 s ft X 1.0 X .17 138.4 cu ft o , - w q z , -m N o' 10' 40' 100' 6 a IMPERVIOUS ARE _ sq X 1.0 X .1 7 = 1270.41. cu ft P RA I N AS E � � �-�.[- 30' - \� I A W �. �- r� - PERVIOUS SLOPE LOT 4: 2 610 sq ft X .50 X .17 - 221.85 cu ft BAR SCALE •� a �� �'• m a �:� '�, ��, + � , Scale: 1"=40' i ° ° \y , 58 ~� ;, I\ _, TOTAL STORAGE REQUIRED = 1,660.28 cu ft STORM MATER MANASEMENT I _ �•��, j ���`'�-�_,` ''•.� -`'��-, �'56�.-�- ,-�� ^�� '�,__-__ REQUIRED DEPTH OF 8' DIA. RINGS = 1,660.28/42.2 = 39.3' MIN. --- PROVIDED = (2) 8' DIA. X 20' DEEP PRECAST DRAINAGE RINGS WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. 50' MIN. CAST IRON FRAME&COVER AS PER PLAN 11� -62 - -�-�� t DRAINAGE AREA E: 6,052 SQFT FINISHED GRADE GRATE-CAMPBELL FOUNDRY TYPE 1184 I ; \` �'�-�- ___ BUT SUFFICIENT TO KEEP TOP ELEVATION(TOP) I - PERVIOUS ARE CONSERVATION EASEMENT 4,298 s ft _ _ ____ NATURE CONSER q ---�---"--� � A 6 052 s ft X .25 X .17 = 257.21 cu ft SEDIMENT ON SITE I '�- - , 60'` _... - I APPROVED BY ' q s"MIN.-12"MAX. N TOTAL STORAGE REQUIRED = 257.21 cu ft SILT FENCING 24' �'� ����'- `' € PANNING BOARD EQUIVALENT DEPTH OF 10' DIA. RINGS = 257.21/68.4 = 3.70'/N.A. BRICK LEVELING COURSE �--� I 18"DIA HDPE PITCH 1%MINIMUM. NATURAL GRADE AND CONSERVATION EASEMENT DRAINS NORTH Corrugated polyethylene storm drain pipe TRAFFIC BEARING co co TOt�#E 4f SOfJTt�OLD NORTHWEST. shall meet the requirements of Section PRECAST REI F. SOIL CLASS. DESCRIPTION 706-14 rt the New York State Department of CONC.DOME I NS �17 A I � � � 0 0 DATE 3 QC a -� TOPSOIL CEL 60.5') , RAI E S CTURE SCHEDULE Transportation Standard Specifications. NON-SHRINK GROUT ® ® ®®0 TAN BROWN SAND / p � 1a••o•MAX.C.to c. �) a K w 0 v_ FILTER FABRIC MESH ® ®®❑ N -5.0 i w w G v� a m AROUND STORM q• 0' 1 Or �j0' 40' 1 00' �� �j' GRADE O Z ° _ W DRAINAGE POOLS MIN.. ®� COURSE TO ' �� 13-00 c) 4 o ,� ��� Z ®❑ - MEDIUM SAND, - 0-� ¢ j g 5� 30' SVI► MIXED GRAVEL (� " ILL -DRY D � � U8' DIA DRAINAGE POOL-GRATE O W O �( �& ny � aF aF 6_.MIN. d �� N = 'dr�� v0r�o w r oy�/i a W BAR SCALE Scale: 1"=20' (E 18.5' D2 8' DIA DRAINAGE POOL GRATE 20'-0" E highest expected 216 ¢ PRECAST REINF.CONC. T MIN.SAND 9 P -42 OCT 2 5 > _ > - roun-Twa er - .45 F/ F DRAINAGE RINGS AND GRAVEL ° a PERSPECTIVE VIEW o COLLAR ALL > AROUND(TYP) SW - DAMP- Sout-50 Planniold ng Board LOT 2: S.C.T.M. # 100-083-03-4.9 W GROUNDWATER (EL10.5 36" MINIMUM 2 x 2 w ENCOUNTERED SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED FENCE POST w COU RS TO 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. 6ric Nicallsia FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. WOVEN WIRE FENCE SW MEDIUM SAND, SILT FENCING (6 x 6 - 10/10 WWF) OUTSIDE DIA.VARIES T MIN TO MIXED GRAVEL GROUNDWATER -WET- PLAN VIEW FILTER CLOTH of OPEN BOTTOM (EL0.5') -60 IZGIIST£1ZrD RRLNIT£GT s�opF N W PO Box 879, Rocky Point, N.Y. 11778 SANDANDGRAVELBACKFILL TEST BORING MW-8 > Telephone: (631)928-4456 EXISTING EMBED FILTER CLOTH RADE BORING LOG MW-3 BY MILLER E-Mail: architect o tonline.net GRADE MIN. 6" INTO GROUND z ° ENVIORMENTAL GROUP INC. @ p CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 4., VIRGIN STRATA OF z O VIRGIN STRATA OF 1.ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-13"OF COVER. ' , �e D A� 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. -¢W DATED 10-18-2011 (ELEV: 60.5) C THREES �i�EY�I 11�G EAST SAND&GRAVEL z > SAND&GRAVEL 2.ANY UNSUITABLE MATERIAL UNDER THE LEACHING BASIN SHALL BE EXCAVATED y FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. SILT FENCING NOTE: ��� HIGHEST EXPECTED GROUNDWATEF \� Q-�C COS/ /� MAXIMUM DRAINAGE AREA AND REMOVED UNTIL STRATA OF SAND AND GRAVEL IS ENCOUNTERED. ESTIMATED FROM MAXIMUM 8' C7 �� LOT 2 CUTCHOGUE BUSINESS CENTER CROSS SECTION 1/2 ACRE / 100 LINEAR FEET z w z o AN ADDITIONAL 5 IS THEN TO BE EXCAVATED INTO THE VIRGIN SAND AND GRAVEL. 4(! CUTCHOGUE, N.Y. SECTION DETAIL z K z THE HOLE:IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION FLUCTUATION IN GROUND WATERuJ , TEMPORARY CONSTRUCTION ENTRANCE OF THE PROPOSED BOTTOM OF THE LEACHING BASIN. DATA 13ETWEEN NIT 976 AND 2012 AT - * GRADING/DRAINAGE/UTILITY PLAN 3.ALTERNATE COVER:4"x 30"CONCRETE(FOR USE WITH 6"TO 18"OF COVER.) Rev Date:10/18/2016: 4.STEEL REINFORCED ON CONE SECTION: 12-#2 VERT., 1-#3 TOP, 1-#3 BOTTOM. 410104072303301553324.1 LOCATED 1. Planning Comments `k SCALE: NTS SILT FENCE DETAILS STORMWATER POOL DETAL MILES SOUTHWEST OF SITE Rev Date: "9 024515 04 Scale: As Shown Rev Dat 10/18/2016 SCALE:IRS 5. IF CHIMNEY IS REQUIRED, MINIMUM WALL THICKNESS SHALL BE 3". NOT TO SCALE PRev 07/18/20 : lannniingSubmisson OF NES Job# 15122 By: E. Nicosia 4 OF 6 HEAVY DUTY CAST IRON NOW OR FORMERLY: GREGORY A. COX LANE. CUTCHOGUE, NY SCTM#1000083000300030 0003001 COVERS TO GRADE NP. GRADE 12950 OREGON RD LOT 2 SCTM#: 1000-083-03-4.9 3 4M N.OTRAFFI ; ZONING:AC AGRICULTURAL CONSERVATION 2q" T-O"MAX. 24" 24" 2'-0"MAX• 2q 1'MIN. 2'-6"MAX. I USE:RESIDENCE Df IVEW' PUBLIC WATER ZONING: LI - LIGHT INDUSTRIAL: SEARING TOPS 20" CHIMNEY 20„ 20,• CHIMNEY 20„ LOT AREA= 41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. MIN MIN MIN MINS • e LIPA 2 INLET 61 1 V-0"MIN. I SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 1 -0 MIN. 6" FLOW LINE OUTLET Z 6"DIA.SDR 35 FLOW LINE DATED 7/14/15 BY MARTIN D. HAND, LS. 'ITCH 1/4"/1'MIN 6•DIA.SDR TO SEPTIC TANKS 0 COX LANE 35 PVC 6"DIA.SDR 35 } ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE p d Q = PITCH 1/4"/1'MIN 0 --c,"-.,.-.," -�," -,,.-�,» -.,., -�,"-c,.-°,.-°,. .-�,., -�,. .-.,.- ,., -.,w-°,. -.,. - ,., - EXISTING 12"S.C.W.A WATER MAIN I THE RESULT OF ACTUAL FIELD MEASUREMENTS. N w I.0W �N LU a � - - -- -- - " -.,w-'�" -°�"T��"-��- .i- FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED a 5 > ° > EP:55.06' EP:53.79' 54' EP:53.33' AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. " -• EXISTIJVG EDGE OF PAVEMEt 1T ... -..5 O _.._..___-• 6_....._.. o � J z o a _..-_.._. • �,.�••- - - - _58'-.. �.. \ I SANITARY SYSTEM DESIGN DATA: g MONOLITHIC (j j CONC. MO Ot,�-.}-t1{ ..�....-.. \ \ \: BASE SECTION 1'-0" 1'-0" J of �� �)J J I C SITE SCDHS REFERENCE#"C010-16-0008 4.0 W \• CON " MON. SUBDIVISION SCDHS REFERENCE#" S10-15-0006 o aim I 12'-0"DIA. I 12'-0"DIA. I 4 Z C 0 0°J / \\ �. \ \ 94.52 I !\ ,Q�� I 6" SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT O z o z-0 1 I I SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR) r r >j z o° I /(V \ \' \' \ \, 92 j 3'R \. j NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300'OF THE PARCEL. 2X GREASE TRAP DETAIL CK z �r-:Q o �: \ \ \ I ! TC:5449' I ALL PROPERTIES WITHIN 150'OF SUBJECT PROPERTIES ARE IMPROVED AND W O O�F- _ •/' \• 20'CONSERVATION EASEMENT ° I BC:53 9 ' •• N o v Z I 1� \ _ -- 60' 58' 56 54' - -------J ! / SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. OfRa N-Q --------- ----- �---= '------ w Ow�M� HEAVY DUTYAND LOCKING CAST W>�N�U r �•; sTE DOWN I ••� Www ( •'� IRON COVERS TO GRADE TYP. GRADE D_ �¢> ^' �. I \ /"r I TO EXISTING SYSTEM ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. AASHTO H-20 O (7_ /` V \' I co 24.0' 0 7 O' BW:58.16' BW:54.16 I ° ON SUBDIVISION LOT _ TW:61.50' 3.5'RETAINING WALL', TW:56.16 0� i #1 0.96 ACRES X 600 GPD = 576 GPD ALLOWABLE FLOW. .z 1 13'R 8"MIN.TRAFFIC 2'-0"MAX. 2'-0"MAX. � Q ai Q o �, � �z I , BEARING TOP 24" CHIMNEY 24" 24" CHIMNEY 24" + 2'-6 MAX. Z z I i TW.58.16 3.8'RETAINING WALL TC.54.75' T :54.50' I _ W m I i PROPOSED GROSS FLOOR& USE AREAS: (NO TASTING ROOM) LU 04 _j BW:54.83' BC:54 25' B :54.00' 0 0 20" 20" 20" 20" z :w Iq J a I I Z I- I 6,500 SQFT FIRST FLOOR= 6,307 BREWERY/STORAGE + 193 LAB/OFFICE MIN MIN O ~ I a I ! O I L-.. -..._..., +, INLET 12°MIN. 12° MIN. OUTLET ^I �? CV I I ;;®5 0 T711 O I 812 SQFT MEZZANINE= 542 STORAGE + 270 OFFICE �161 MI :q w Q I 40 z z I z 17,312 SQFT TOTAL= 6,849 BREWERY/STORAGE +463 OFFICE TOTAL 6"DIA.SDR 35 FLOW LINE FLOW LINE 18" � 0°. a K I � I X54% ! OFFICE USE IS LESS THAN 15% OF TOTAL GFA(463/7,312 =0.63 = 6.3%) 'ITCH 1/4"/1'MIN DROP TO LEACHING I U J I i w m w i4 6 SOR35�1'/°MIN. °r° 6"DIA.SDR 35 '(ri i �I F . � _ ----,, _ 0.0' I DESIGN FLOW RATE:0.04 GPD/SQFT FLOW FOR BREWERY USE. TEE PITCH 1/8"/1'MIN - ' �I TW:61.50' M �_ 1�.._.._ M BW:58.16' r I of Cl) HOT-ROK InY e T _ DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. °Q "O ' n I :58.16'i ENCLOSURE WATER LwE W: .83" + :54.83`, BELOW GRAD int z (3)8"OD SDR 35 'Z I i 5466' b (EL50')ELEV: -_.,._. SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. C7 g CROSSOVER V) i 61.0'I L A. L-61 ip" 4"APPROVED `d IJPIPES 20"ON X I I DOMESTIC WATER LIN / O I I =293 GPD X 2= 586 GALLONS. (USE 1200 GALLON MINIMUM). w CENTER 'W I To METER VAULT ! d I PROPOSED SEPTIC TANK: ONE 8' DIA.x 5' LIQUID DEPTH LU F- ' i BC:54.33' F- I.- I = 300 GAL/FT X 5'LD = 1,500 GALLON CAPACITY PROVIDED. (OVERSIZE PER APPLICANT) ° PLAN SYSTEM/STRUCTURE LABEL LEGEND: 'LU I I LEACHING AREA REQUIRED: ® I FLOOR o', 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT= Q ELEV:55.00! W'. l STORM DRAINAGE: LL I I I I__ Z o°`, o I MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT T A#,B#,C#,D#= STORM DRAINAGE POOLS o I i I I L C2 N r W, I I REQUIRED 8' DIA. POOLS 300/25 SQFTN.F.-12' MINIMUM E.D. 4-' I 12'-0"DIA 4" I { 12'-0"DIA. I .4" LETTERS CORRESPOND TO DRAINAGE ZONES W j '' w �` I I o PROPOSED LEACHING AREA: ONE 8' DIA. x 12' EFFECTIVE DEPTH RL= ROOF LEADER LOCATIONS LU I ® w ! I I L_A i �,;, O I I CO ' AREA PROVIDED FOR 50% EXPANSION. (NOT CONSTRUCTED) 2X SEPTIC TANK DETAIL NOTTOSCALE z E a i ; ; l I (293 X.5 = 88.5 GPD) (USE 300 MIN) 8'DIA. POOLS = 300/25 SQFTN.F.=8'X12'MIN. E.D. SANITARY&PROCESS PLANT SYSTEMS I a so��- HEAVY DUTY AND LOCKING CAST NOTATIONS CORRESPOND WITH CALCULATIONS o I s1.5o' ELEV R�S�M,N,,\` I = j BREWERY PROCESS PLANT DESIGN DATA: IRON COVERS TO GRADE TYP. GRADE w j 61.66 62', ♦^ AASHTO H-20 GT#="GREASE"TRAPS I W I j o j �� I �. = s j PROCESS PLANT DESIGN FLOW PER APPLICANT: 5,000 GALLONS PER DAY. 8"MIN.TRAFFIC 2'-0"MAX. i BEARING TOP + 2'-6"MAX. ST#= SEPTIC TANKS Z I I PROPOSED ONE STORY SLAB I 153.90' 0 s I GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW =5,000 X 2=10,000 GPD MIN. 24" CHIMNEY 24" O C7 M I o / I ON GRADE METAL BUILDING I , ,_ , 20" 20" DP#: DISTRIBUTION POOL "' I ; WITH MEZZANINE W --I I USE (1) 12 DIA. x 7 LIQUID DEPTH=750 GAL.NF X 7'=5,250 GAL.+ (1) 12 DIA. INLET MIN MDP: MAIN DISTRIBUTION POOL w w I FLOOR I ,ya'' I x 6.5'LIQUID DEPTH=750 GAL.NF X 6.5'=4,875 = 10,125 GALLONS PROVIDED. 12"MIN. OUTLET I I w I j ELEV:55.00' j 8'DIA " XDP: EXPANSION DISTRIBUTION POOL a F L-A FL-_P 1 .r e.o' ' 6.a `, 6.0' 6.5' 6"DIA.SDR 35 FLOW LINE 18" � w ® SEPTIC TANK DESIGN: TWO DAYS FLOW MINIMUM=5,000 X2=10,000 GPD MIN. 14" TO LEACHING f I 6. OR 6"SDR I I USE (2)TWO 12' DIA. x T LIQUID DEPTH= 750 GAL.N.F.X 7'= PITCH 1/4'/1'MIN DROP LP#= LEACHING POOLS z I = ST 35 LP ' / I ( ) 6"DIA.SDR 35 I / O IE:52.0' S 8',x12' ,+54.0 .� 5,250 GAL./TANK X2=10,500 GALLONS PROVIDED. TEE PITCH 1/8'/1'MIN XP#= EXPANSION LEACHING POOLS Q z; ' 2 5©6 ED I $" I > I IE:51.75' s IE:51.251 8x5' m IE:51.00' 54' Z H I o w SANIT RY w I LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. Ly z PLAN TOPOGRAPHY/GRADES LEGEND / z i LD ,�"o� SYSTEM W ° a BAFFLE ° o I EXISTING AREA FORsov U) ( 1 Og ° w WALL TC =TOP OF CURB ELEVATION I ° N I I 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT _a BC = BOTTOM OF CURB ELEVATION TOPO; 64' EXPANSION w. Q� 5 w v ; REMOVED; Bali' ; I MINIMUM SIDEWALL LEACHING AREA REQUIRED. -i TW=TOP OF WALL ELEVATION I a co 65.0 w ! N I 29.0' 36.0' TC:54.66 BW= BOTTOM OF WALL ELEVATION cc ELEv:I - BC:54.33' �� PROPOSED LEACHING POOLS: 00 m 62.0'+ L-A� Iii� L_p ��,O -------- , ID_, RD.6"SDR35 @ 1/°MIN. + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS T \e„ 5 900 a I �� MD: MAIN DISTRIBUTION POOL#1: (1) 10' DIA. x 20.5' EFFECTIVE DEPTH . N _ �+ :54.83' H•T + :54.83' o.l � e'D ° I =1x 20.5'V.F.X 31.4 SQFT.N.F. =643 SQFT LEACHING AREA. w \> rn rn IE:50.83' ,� ; 4i I TC:54.75' `, �y I ( ) 4" I I _ r, I I I EXISTING TOPOGRAPHY TO BE REMOVED 0< GT GT IE:50.66' 54.66' ` Bcsa.2s " I <\ '6 10.0'MIN I 41.4' IE:51.83' \• ° A 8 0 DIA COVER 54.7 L LP LP DP2: DISTRIBUTION POOL#2: (1) 10 DIA. x 20.25 EFFECTIVE DEPTH . 4" J --`� �12'x7'LD 1rxs.5'LD 5.01 �" ST1 r,�Is'cRos QFi:S so' 1 o Q =1x (20.25'V.F.X 31.4 SQFT.N.F.) = 635 SQFT LEACHING AREA. 1 X SEPTIC TANK DETAIL EXISTING TOPOGRAPHY TO REMAIN ! sass' +54.66' 94660" bvERS20"D.C. s'D STORAGE 6"SDR 35 54'60+ SIE:46.16' !\54.00'+ I i / EXISTING SYSTEM ON r r NOT TO SCALE �' IE:51.33' TYPICAL I I LP1 LP2 LP3 LP4: SATELLITE POOLS: (4) 10 DIA. x 19.3 EFFECTIVE DEPTH . PROPOSED TOPOGRAPHY , P o \ i I SU =4 X 19.3'V.F.X 31.4 SQFT.N.F =2,424 SQFT LEACHING AREA. HEAVY DUTY CAST IRON i W \ �J3 PROCESS ST 8.0' 1^r! I c ) 4.75 IE:49.50' PLANT COVERS TO GRADE TYP. GRADE 4'BLACK CHAIN LINK � O � 12'x7•LD ;Dsa.z FENCE ON 7.3'f P.C. + ;54.83' � 10'E1D9.3' 23.0' © 8 5a. + ap'xp 3' EXPANSIONAREA R TO tido 0 I LEACHING AREA PROVIDED:643+635+2,424=3,702 SQFT.(3,334 MIN REQ.)(OVERSIZE PER APPLICANT) 2'MAX• 1'MIIN. 2'-6"MAX. RETAINING WALL _ 50 ; INSTALLED p. \ 37.2' IE:56.16- 20" 0.16' I \ r 40.0' 3.5 9.8' )Ey49.50' FICAL laxzo.2s.IE:49.75' �IE:149.50 50% EXPANSION AREA:TO BE INSTALLED PER APPLICANT. CHIMNEY P4", pO 6"SDR 35 N '13 ��O ED SQ 3's 00 IE:50.00' ¢6 X� TC�4.66' 20"MIN. (y 64.8 + 00 h s• � oo / P TEST BORING 1o'x1s.,3' 8', 5p �• i R3 J pR3`' 054. e 154.00 MW-3:10-18-2011 I ED i \�ag �0 4q� 49.75" s SR�cP� 1o'x1s 25.9' Z Z ELEV 60.51 I © LP VALVE WlCOVER MD 8.0' XDP2 $p' ED O I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY= 1,667 SQFT TO LEACHING AASHTO H-20 O I 54.7cQ 0546 TO GRADE 54.3 t�+ ■-- Dsa.z o I MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. 6"DIA.SDR 35 TRAFFIC BEARING cn O7 6�' o au 1aEo.3 $o ED 22.3' ED COVER ED PITCH 1/8"/1'MIN - �. - N� 10'x19.3' 10'dx20.5' VALVE/ ' 10'x20.25' I \, � I M I PRECAST DOMES -,' TO GRADE .+ , 6"DIA.SDR 35 Q N ( TC:55.25' TC:55.10' Tc:�4.66' I I XDP3: DISTRIBUTION POOL#3 : USE (1) 10 DIA. x 20.25 EFFECTIVE DEPTH . INLET OR SLABS TYPICAL = O 1 I m BC:54.75 BC:54.60 b BC:54.16 �•.\ I LOT#1 =1x (20.25'V.F.X 31.4 SQFT.N.F.) = 635 SQFT LEACHING AREA. OUTLET (1) z � Z CONC. MO I @ 3"MIN SLAB w C1 h� U) �O OQ s2' I XP1,XP2: SATELLITE POOLS: USE (2) 10'DIA. x 19.33' EFFECTIVE DEPTH . o n 6a 5a' S6' 54' CONC. MON. 18"DROP TEE AT EL:55.o �N (D ��" h�• w N 5 55 31 W '-�- 0°° 191 0 ,' c ) , DISTRIBUTION POOL o HOUSE r ` =2 X 19.3 V.F.X 31.4 SQFT.N.F = 1 214 SOFT LEACHING �.� zdw _ 2.5 MAX \ �-�.,-, � j L°0 I I TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT(1,667 MIN REQ.)(OVERSIZE PER APPLICANT) z N TRAP _ a ~ I �' - fil W w ..� a g - \' I ~'�`•��.�� �-�.� o i \ TOTAL INSTALLED LEACHING AREA= 3,702+1,849 =5,551 SQFT. o a OUT:52.o' SEPTIC �, o \ _ W W N I I I tie '' ' U; TANK LP EXP i o a m a PERFORATED REINFORCED U w W Lb �I i \ I ''-�'� Com �~L58� m� ~~,�'„-.._`• I� 1 .. _ ,a .. PRECAST DRAINAGE RINGS LL > W W 1 W I I \ ' . � ���� Co° � ' `.�5 � -•• ' '• `•• --- -.. BOTTOM OF POOL AT EL:39.00' I I I ' ��- • '��r60� LO 3 I ••'--"- 3'MIN IS 20.50'ABOVE HIGHEST L_ EXPECTED GROUNDWATER N v, I ` \`` \•`� ' • ,`. L�.;- C r " '-�.. `•• -•• COLLAR EL:18.50' ~ &10'-0"DIA.SEE PLAN I HI r 3'-0"MIN.ABOVE HIGHEST EXPECTED i ` r- ' •• •58:..` .• 6"MIN.PENETRATION INTO VIRGIN GROUNDWATER EL:18.50 �' .`` �� NOW OR FORMERLY:F&S,LL . HIGHEST �� I \ 1 1'�.� SCTM#100008300030000400 .____---_-._.__.__._.- - - - STRATA OF SAND AND GRAVEL I '�. ••, - - - BACKFILL MATERIAL TO RECORDED ^' 12820 OREGON RD--.BE SAND AND GRAVEL GROUND WATER SANITARY SYSTEM PROFILE. `MV \ -` 60'' SUBDIVISION LOTS 1,3,4&5 LEACHING POOL DETAIL NOT TO SCALE NOT TO SCALE 00 i \ \�� '62-�,\,\` ZONING`D LIGHT INDUSTRIAL \.• USE: INDUSTRIAWACANT T- � I � \r- N \,• '� .. PUBLIC WATER ll ,••/../" af co M � a o o- 0- LP1-3 & a- u GCi 2 2016 J SLAB o h co Cp O 6" DIA.SDR 35 0 o 'poo XP 1-2 o Slannho�BoWn E :55.0' � z w - T1 GT2 d = off, ST1 ST2 °` Q = MD r� DP1&XDP2 Nt � o Lo Lo � T I APPROVED BY L LL GRADE U GRADE SANITA I A � ER FLwAN A W Q v Z h 4� o 4j GRADE t�j�` o I- z_ <'J�` GRADE + + •+�--f-�-'_� r - -I �+ e 6" C.I. I U - C_ - 1.75 1.60 c� a �" RLANTN1641G BOARD ioa � 2.5 � T I `O+a I MAX ((0 - M bn• � c`n.1 � SOIL CLASS. DESCRIPTION i _� TOPSOIL ( ) 0.0 N Scale: 1"=20' TOWN OF SOUTNOLD WASTE CY) N t:�i EL 60.5' 66.1 1.0'MIN OUT IN IE:52.0 6„ FLOW IE:51.3 1.17 1 17 OUT IN TAN BROWN SAND 0' 10' 20' 40' 10011 DATE 3 HOUSE 6"FLOW LINE FLOW LINE - FLOW LINE 18" -5.0' IE:51.83' a o d IE:50.83' 6" 3" 3" IE:49.50' COURSE TO TRAP °0 57 DROP IE:50. 6 " °a °a TEE 18 DROP TEE AT 18" DROP TEE AT _ MEDIUM SAND 5 30 C7 IE:50,66 ° ° DISTRIBUTION zo -' (3)8"OD IE:50. O' POOL = ti DISTRIBUTION = SW MIXED GRAVEL BAR SCALE LO SDR 35 F- 6 POOL H CROSSOVE '� a It � -DRY (E 18.5' APPROVAL STAMP �-w "' w R PIPES 20" W W W = _highest expected_) -42 o m o w ON ti w 0 - 0 W � rouncTwaler L45 I!A Nicosia CENTER ° j W 10' DIA. SW - DAMP- a� SITE rG 10 DIA. MAIN 10 DIA. co -50 f '%' 1= I--- 0 o LEACHING GROUNDWATER (EL10.5 2X GREASE TRAP 2X SEPTIC TANK DISTRIBUTION w DISTRIBUTION W CD POOLS N 1ZrG�IST6'7r D A NITeCT ENCOUNTERED 0 o POOL U_ POOL 1&2 U_ cv couRs To ~� Lci N LL li ~ MEDIUM SAND, oP° " o�-I 'y PO Box 879, Rocky Point, N.Y. 11778 N N W W W SW MIXED GRAVEL ��Gd�� r. j ' �ti�4K P��?" J' -� Telephone: (631) 928-4456 PROCESS SYSTEM PROFILE � -WET- =° r , ��a E-Mall: architect@optonline.net 0 0 (EL 0.5') A> �O W -60 '• ��EDARo THREES BREJNING EAST NOT TO SCALE N N M TEST BORING MW-8 y i17' �5 N, y rn O ti��c cO3 �9 LOT 2 CUTCHOGUE BUSINESS CENTER I BOTTOM OF POOLAT EL: r' BORING LOG MW-3 BY MILLER ENVIORMENTAL GROUP, INC. o� CUTCHOGUE, N.Y. 29.33' IS 10.83'ABOVE BOTTOM OF POOLAT E DATED 10-18-2011 (ELEV:60.5') \ � �. �, * •° '• a I�VATER/SA1�I TARP PLAN HIGHEST EXPECTED HIGHEST EXPECTED GROUNDWATER -' �" I GROUNDWATER EL: 29.33 IS 18.83 ABOVE ESTIMATED FROM MAXIMUM 8' °% NORTH 5 Rev Date:10118/2016: N TEST HOLE "'LL „ Planning Comments Scale: As Shown Rev Dat 10/18/2016G_� 18.50' GROUNDWATER FLUCTUATION IN GROUND WATER X SRev Date:anitary/Drralnage016: 4 DATA BETWEEN 1976 AND 2012 AT KEY MAP N.T.S. Rev Date:07/18/2016: F N Job# 15122 By: E. NICOSIA 5 OF 6 M USGS MONITORING WELL Planning Submission Z HIGHEST EXPECTED GROUNDWATER EL:18.50 STAPLE ON ROK FACE "NO PARKING" "HANDICAP WALL SIGN \ PARKING ONLY" SIGN SUPPORT ROD D TAI)P.) (SEEnz 7 - A A/ PARKING SUPPORT ROD ANCHOR LOCKING HASP d CURB _ HANDICAP PARKING SIGN P4-6(12x18") (DETAILED BELOW) = CURB N " 3'-O" GRADE INTERNATIONAL u- BLUE SYMBOL FOR CONTINUOUS"U"CHANNEL METAL POST M I N HANDICAP m AS MANUFACTURED BY EASTERN METAL I F-77 , OF ELMIRA OF APPROVED EQUAL Li ANCHOR HINGE BACKFLOW VALVE 0 INSIDE ROCK d 8"0(SCH-80)STEEL PIPE,CONC.FILLED of (SEE BOLLARD DETAIL) 1:12 max. slope o o Flared sides 1:10 max. N W PAINTED HANDICAP BLUE slop HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE e 2 PAVEMENT(SEE DETAIL) CURB RAMP Model# LR021067043 InsideWidth 21 w Insidel-ength 67 0 InsideHeight 43 9'_0'� 91_011 91.011 9f_o11 NOT TO SCALE ShippingWeight 325# NOT TO SCALE o Pad Size 90 x 40 0 M M SIDEWALK NOTES4, 4,000 P.S.I. 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND. 943-NEMA 3R, V-6110 CONCRETE INSIDE ENCLOSURES REQUIRING HEAT. MOUNT AT LEAST 6"ABOVE ANY WATER DISCHARGE POINT AND NEAR THE PIPE RISER ON THE ENCLOSURE 4"WIDE I INAL ACCESS SIDE-OR- PER LOCAL CODE. 2 WAY DRIVE AISLE BLUE STRIPE (TYR) HANDICAP PARKING SIGN PER PLAN 8"WIDE INTERNATOINAL BLUE NOT TO SCALE 2. POU RA FULL CONCRETE PAD 4"THICK AROUND VALVE,ALLOWING A STRIPE AT 450 5'0.C. (TYR) 502.6 Identification.Parking space identification signs shall include the 0000000000 International Symbol of Accessibility complying with 703.7.2.1.Signs MINIMUM 1" RADIAL SPACE BETWEEN VALVE RISERS AND PAD. Identifying van parkingspacesshallcontainthedesignarwn•van 0000000000 PARKING AREA S T R I P I N G A N D accessible."Signs shall be 60 Inches(1525 mm)minimum above the 0000000000 O O O O O O O O O finish floor or ground surface measured to the bottom of the sign. O O O O O O O O O 0 HOTROK IS CONSTRUCTED ENTIRELY OF '' ` POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) ALIGNMENT DETAIL WITH EXTERNAL FINISHES OF ISOPHTHALIC k GELCOAT 502.3 Access Aisle. Access aisles serving parking FULL RAMP spaces shall comply with 502.3.Access aisles shall adjoin an accessib/eroute. Two parking spaces shall be APPPLOVED BY WIDTH I permittedu+mcarom to share a common access aisle, NPKkDIE sneol • RFZ ENCL.OSURF. PETAI PLANNI11G BOARD I TOWN OF SOUTHOLD DETECTABLE WARNING DATE 1 oC C)\ � 1-1 NOT TO SCALE 1'-22 1 " ` 'c L) 1 1 y SWALE � D • • Fig. 406.3 4,000 PSI @ 28 DAYS AIR ENTRAINED POURED _ Counter Slope of Surfaces Adjacent to Curb CONCRETE WALLSAND FOOTINGS. Ramps CONTROL JOINTS AND EXPANSION JOINTS. 5"THICK 4,000 PSI @28 DAYS PRE MOLDED BITUMINOUS pp . CONSTRUCTION IN CONFORMANCE WITH ACI 3 AIR-ENTRAINED POURED EXPANSION JOINTS 20' 0.C. ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED PAVEMENT MARKING CONCRETE SIDEWALK WITH 6X6 PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. \ 1.4X1.4 WELDED WIRE MESH. CONTROL JOINTS 4' O.C. 2" COVER MIN. a ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE NATIONAL MUTCD AND NYS SUPPLEMENT. 8" THICK STABILIZED ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES #4 @ 12" O.C. HORIZ. REBAR (S&T) GRANULAR MATERIAL I CURB RAMP NOTES: °�. #5 VERTICAL REBAR @ 18" O.C. co PREPARED SUBGRADE THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 6-0". III—III IIII SAND BACKFILL THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED)AND 1:12 °9 0 °o o° °a°➢° (8.33%) MAXIMUM. • °tea°° °°°a°° /o WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33 °o•O .a°°•° .o°°•O o THE CURB RAMP LENGTH IS THE SIDE WALK DETAIL LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE GRAVEL BACKFILL t f RAMP LENGTH EXCEED 15'-0". . eooao.o 1-1/2"APPROVED WEARING COURSE ON 2-1/2" THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED DENSE BINDER COURSE ON 6 STABILIZED BASE 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET ' "..%0`1'-6`0) a �r OR HIGHWAY GRADE. OF 3/4" STONE BLEND OR CRUSHED CONCRETE o00o ao 0oog,a FILTER FABRIC OVER 2" DIA SCHEDULE ON PREPARED SUB GRADE THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. [�• °"o ° °00 , 40 PVC WEEP HOLES @ 4' O.C. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN.d °0 d °0 d o0 811 a O•o0•o°°f0°O00­ 0p p0 0 4" 2" FOUNDATION DRAINAGE SYSTEM G EXPANSION JOINT 1" EXPANSION JOINT RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH d' ) = I a °�aoo0 oaQap o MAY BE REQUIRED IF CLAY 1" R 1" R AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). ° °°° `�°°° CONDITIONS ARE ENCOUNTERED ° oo°°° a��°°• ° _ - °° ° °°°°' ° °°°° ° ") CO r WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP FLARED SIDES WITH d o° °d o° ° o° ° v °° °a°° #6 REBAR @ 32 O.C. TOP o A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED. `V 2" MIN. ° #6 REBAR @ 16" O.C. BOTTOM I n ° ° °d °° c THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF ° °7f CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM D •4 o9D •° D ° LANDING NOTES: 4,00 PSI @ 28 DAYSr� 4,00 PSI @ 28 DAYS AIR-ENTRAINED a N o #4 16" O.C. PROVIDE EXPANSION 8 AIR-ENTRAINED PROVIDE EXPANSION POURED CONCRETE CURB � a LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0" EXCEPT AT THE — M� � JOINTS 20' 0.C. POURED CONCRETE JOINTS 20' 0.C. o BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET 2 OF 4. uL� o THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. MOUNTABLE (CURB CURB / PAVEMENT DETAIL 3'-6" 11-211 21.011 ALL CURB RAMPS, SIDEWALK GRADES AND CROSS GRADES TO CONFORM TO: LOT 2: S.C.T.M. # 100-083-03-4.9 6'-8" FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER REFERENCE STANDARDS ICC/ANSI A117.1 �. ••�"'"'��'""""' eric Nicosia BOTTOM OF FOOTINGS HAND DUG INTO DRY TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. `7LIJ UNEXCAVATED COMPACTED SANDY SOILS. AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. R� PRESUMPTIVE BEARING CAPACITY:(SW) TYPE GIISR T� �D RIZGHITeGT SANDY SOILS= 2,000 LBS PER SQ.FT. PO Box 879, Rocky Point, N.Y. 11778 NOTIFY ARCHITECT IF FIELD CONDITIONS VARY IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW Telephone: (631)928-4456 ANY BASE COURSE, IT SHALL BE REMOVED AND REPLACED E-Mail:architect@optonline.net WITH ADDITIONAL BANK-RUN MATERIAL FOR A TOTAL COMPACTED DEPTH OF 12 INCHES. BANK-RUN MATERIAL S���EDARC'yi ! THREES BREY"llillIN& EAST �TI�I I �� 'w' A �� SHALL CONTAIN A MINIMUM OF 15% GRAVEL. k�'�c �Icoiq �'�, LOT 2 CUTCHOGUE BUSINESS CENTER �/�A CUTCHOGUE, N.Y. s S�: '' Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" 51TE PF–TAILS Rev Date:10/18/2016: Planning Comments Rev Date:08/18/2016: • As Shown Rev Dat • 10/18/2016G_6 Sanitary/Drainage Rev Date:07/18/2016: F �� Job# 15122 By: E. Nicosia 6 OF 6 Planning Submission Client#:7751682 JCACON5 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 3/08/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sue Marzola CBS Coverage PHONE -9000 FAX 5169387511 a division of Assured SKCG Inc E-MAIL E,,):516938 a(Alrc'No 111 Express Street ADDRESS: Smarzola@cbsinsurance.com Plainview,NY 11803 INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine&General Ins 12294 INSURED INSURER B J.Carleton Contracting,Inc. 49 South Bay Avenue INSURER C Islip,NY 11751 INSURER D: INSURER E: INSURER F' COVERAGES CERTIFICATE NUMBER: 1 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADDL SUBR POLICPOLICY EXP INSR WVO POLICY NUMBER MM1DDY EFF MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY X GL2017RLH000 1/12/2017 01112/2018 EACH OCCURRENCE $1 000 000 RENTED CLAIMS MADE X OCCUR DAMAGE PREMISES TO Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $2,000,000 PR - POLICY[)fl ECT F]LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER* $ A AUTOMOBILE LIABILITY GL2017RLH000 1/12/2017 01/12j2018COMBINED SINGLE LIMIT Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A UMBRELLA LIAB X OCCUR X EX2017RLH000 1/12/2017 01/12/201 EACH OCCURRENCE s2,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $2 000 000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS f VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Rt 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southhold,NY 11971 AUTHORIZED REPRESENTATIVE 1988-2014 A ORD ORPORATION.All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD #S370247/M367574 SMM New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 203544958 [Milo J CARLETON CONTRACTING,INC. 49 SOUTH BAY AVENUE ISLIP NY 11751 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER J CARLETON CONTRACTING, INC. TOWN OF SOUTHOLD 49 SOUTH BAY AVENUE 54375 RT 25 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12267426-1 215338 04/04/2016 TO 04/04/2017 3/8/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2267426-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWIN.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMES CARLETON(PRESIDENT)AND JOSEPH CARLETON(VICE PRESIDENT)OF J CARLETON CONTRACTING,INC.- A TWO PERSON CORPORATION(2 OF 2) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER OR ITS REPRESENTATIVE UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER.292187878 U-26.3 C®Mcheck Software Version 4.0.5.1 Envelope Compliance Certificate Project Information Energy Code: 90.1 (2013)Standard Project Title: Threes Brewing East Location: Cutchogue, New York Climate Zone: 4a(weather data: USA CT_Bridgeport-Sikorsky.Mem.AP.725040_TMY3.epw) Project Type: New Construction Vertical Glazing/Wall Area: 2% Performance Sim.Specs: EnergyPlus Version 8.1.0.009 Construction Site: Owner/Agent: Designer/Contractor: Lot 2 F&S, LLC. Eric Nicosia, RA Cox Lane P.O. Box 879 Cutchogue, NY 11935 Rocky Point, NY 11778 631-928-4456 architect@optoni1ne.net Building Area Floor Area 1-6500(Manufacturing Facility): Nonresidential 6500 - Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factors.) Perimeter Roof 1:Other Metal Building Roof,[Bldg.Use 1 -6500]:Comment: 6800 — — 0.035 0.037 SIMPLE SAVER R19+R11 LINER SYSTEM(b) Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft.,[Bldg. 330 --- 10.0 0.640 0.520 Use 1 -6500]:Comment:2"APPROVED FOAM INSULATION(d) NORTH Exterior Wall 1:Other Metal Building Wall,[Bldg.Use 1-6500]: 1200 — — 0.068 0 060 Comment:SIMPLE SAVER R25(b) Window 1:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID SIL- 96 --- -- 0.280 0 350 N-55,SHGC 0.28,VT 0.52,[Bldg.Use 1 -6500]:Comment: ANDERSEN SILVEkLINE LOW E(c) Exterior Wall 5:Solid Concrete:12"Thickness,Normal Density,Furring: 800 --- 10.0 0.083 0.104 None,[Bldg.Use 1 -6500]:Comment:2"APPROVED FOAM INSULATION EAST Exterior Wall 2:Other Metal Budding Wall,[Bldg.Use 1 -6500]: 1713 — — 0.068 0.060 Comment:SIMPLE SAVER R25(b) Window 2:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID SIL- 11 — -- 0.280 0.350 N-55,SHGC 0.29,VT 0.52,[Bldg.Use 1 -6500]:Comment: ANDERSEN SILVERLINE LOW E(c) Door 4:Insulated Metal,Non-Swinging,[Bldg.Use 1-6500]: 120 — -- 0.200 0.500 Comment:CLOPAY 3728 INTELLICORE Project Title: Threes Brewing East Report date: 03/22/17; Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 1 of 20 Brewing Energy.cck A. ? Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor(a) Perimeter SOUTH Exterior Wall 4:Other Metal Building Wall,[Bldg.Use 1 -6500]: 2000 -- -- 0.068 0.060 Comment:SIMPLE SAVER R25(b) Window 3:Vinyl/Fiberglass Frame:Fixed,Perf.Specs.:Product ID SIL- 40 --- -- 0.280 0.350 N-55,SHGC 0.28,VT 0.52,[Bldg.Use 1-6500]:Comment: ANDERSEN SILVERLINE LOW E(c) Door 1:Glass(>50%glazing)•Metal Frame,Entrance Door,Pert. 40 --- --- 0.550 0.770 Specs.:Product ID KWR,SHGC 0.65,PF 0.63,VT 0.52,[Bldg.Use 1 - 6500],Comment:KWANEER OR EQUAL.,LOW E INSULATED(c) WEST Exterior Wall 3:Other Metal Budding Wall,[Bldg.Use 1 -6500]: 1713 --- --- 0.068 0.060 Comment:SIMPLE SAVER R25(b) Door 2:Insulated Metal,Swinging,[Bldg.Use 1 -6500]:Comment: 20 --- --- 0.310 0.500 CECO TRIO-E Door 3:Insulated Metal,Non-Swinging,[Bldg.Use 1 -6500]: 448 -- — 0.200 0.500 Comment:CLOPAY 3728 INTELLICORE (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. JQ0r d 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 ap lication.The proposed envelope systems have been designed to meet the 90.1 (2013)Standard requirements in COMc eck Vers' .1 and to comply with any applicable mandatory requirements listed in the Inspection Checklis . ERED,A/h C, Eric Nicosia, RA. NICO yZ-11 Name-Title Afgna r � q Date 024575 QF N� Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 2 of 20 Brewing Energy.cck 7 C®Mcheck Software Version 4.0.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2013)Standard Project Tale: Threes Brewing East Project Type. New Construction Construction Site: Owner/Agent: Designer/Contractor: Lot 2 F&S, LLC. Eric Nicosia, RA Cox Lane P.O. Box 879 Cutchogue, NY 11935 Rocky Point, NY 11778 631-928-4456 architect@optonline.net Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-6500(Manufacturing Facility) 6500 1.17 7605 Total Allowed Watts= 7605 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-6500(Manufacturing Facility. LED 1:HIGH BAY LED:Other: 1 11 142 1562 LED 2:2X2 LAY IN LED:Other: 2 3 28 84 LED 3:2X4 LAY IN LED:Other: 2 8 46 368 LED 4:FLUSH MOUNT:Other: 1 8 28 224 Total Proposed Watts= 2238 - tit i= -xx';_'.,• ' Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented int is document is consistent with the building plans, specifications, and other calculations submitted with this permit application. a proposed interior lighting systems have been designed to meet the 90.1 (2013)Standard requirements in COMc eck Vers' 4.0.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Eric Nicosia, RA. �%C Name-Title Signa t �CNICOS�9 A� Date 441 0 N �). 024515 ®� Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 3 of 20 Brewing Energy.cck r COMcheck Software Version 4.0.5.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2013)Standard Project Tale: Threes Brewing East Project Type: New Construction Exterior Lighting Zone 2(Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: Lot 2 F&S, LLC. Eric Nicosia, RA Cox Lane P.O. Box 879 Cutchogue, NY 11935 Rocky Point, NY 11778 631-928-4456 architect@optonline.net Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Canopy(Main entry) 40 ft of door 20 Yes 800 Overhead Door(Other door(not main entry)) 408 ft of 20 Yes 8160 Site Lighting(Parking area) 13000 ft2 0.06 Yes 780 Total Tradable Watts(a)= 9740 Total Allowed Watts= 9740 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed-Exterior Lighting Power A B C D E Fixture ID :Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Canopy(Main entry 40 ft of door width):Tradable Wattage LED 1:Recessed:Other: 1 1 10 10 Overhead Door(Other door(not main entry)408 ft of door width):Tradable Wattage LED 2:Wall Mount:Other: 1 3 55 165 Site Lighting(Parking area 13000 ft2):Tradable Wattage LED 3:Pole Mount:Other: 1 3 55 165 Total Tradable Proposed Watts= 340 Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 4 of 20 Brewing Energy.cck tric Nicosia, RA. -2,,T Name-Title Signatur f D A Date FZE /�c S n� Lu N�-9T 024515 OF N�� Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 5 of 20 Brewing Energy.cck 7 COMcheck Software Version 4.0.5.1 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2013)Standard Project Title: Threes Brewing East Location: Cutchogue, New York Climate Zone: 4a(weather data:USA CT_Bridgeport-Sikorsky.Mem.AP.725040_TMY3.epw) Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Lot 2 F&S, LLC. Eric Nicosia, RA Cox Lane P.O. Box 879 Cutchogue,NY 11935 Rocky Point, NY 11778 631-928-4456 architect@optoniine.net Mechanical Systems List Quantity System Type&Description 1 HVAC System 2(Unknown): Heating:4 each-Unit Heater,Electric,Capacity=6 kBtu/h No minimum efficiency requirement applies Fan System: None 2 HVAC System 4(Single Zone): Packaged Terminal Heat Pump Heating Mode:Capacity=10 kBtu/h, Proposed Efficiency=3.18 COP,Required Efficiency=3.18 COP Cooling Mode:Capacity=10 kBtu/h, Proposed Efficiency=11.00 EER,Required Efficiency: 11.00 EER Fan System: None 1 Plant 1: Heating:Hot Water Boiler,Capacity 400 kBtu/h,Gas Proposed Efficiency-80.00%Et,Required Efficiency:80.00%Et 2 Water Heater: Electric Instantaneous Water Heater,Capacity:10 gallons No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement. The proposed mechanical design representeg in this document is consistent with the building plans, specifications, and other calculations submitted with this permit app ation.The proposed mechanical systems have been designed to meet the 90.1 (2013)Standard requirements in COMc ck Vers' 4. d to comply with any applicable mandatory requirements listed in the Inspection Checklist QED APc Eric Nicosia, RA. \C` NICO Name-Titlegnat Date W � ��•9� 02451b0 OF OF Project Title: Threes Brewing East Report date: 03/22/17 Data filename: DAAADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 6 of 20 Brewing Energy.cck COMcheck Software Version 4.0.5.1 Inspection Checklist Energy Code: 90.1 (2013) Standard Requirements: 100.0% 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; ;4. F,<<:,,. ; ,.: N"` ;', # P.lan'Review Complies? Comments/Assu`mptions ; & Req:ID 4.2.2, ;Plans and/or specifications provide all ;❑Complies :Requirement will be met. 5.4.3.1.1, !information with which compliance E❑Does Not 5.7 1 can be determined for the building ; Location on plans/spec: Energy Notes, Building Section [PR1]1 ;envelope and document where :❑Not Observable: !exceptions to the standard are ;❑Not Applicable 'claimed. 4.2.2, ;Plans, specifications,and/or ;❑Complies !Requirement will be met. 6.4.4.2.1, calculations provide all information ❑Does Not 6.7.2 with which compliance can be [PR2]1 ;determined for the mechanical ❑Not Observable ;systems and equipment and ;❑Not Applicable ; document where exceptions to the ;standard are claimed. Load ;calculations per acceptable engineering standards and I !handbooks. 4.2.2, I Plans, specifications,and/or ;❑Complies ;Requirement will be met. 7.7.1, calculations provide all information �❑Does Not 10.4.2 ;with which compliance can be [PR3]1 ;determined for the service water ❑Not Observable; !heating systems and equipment and ;❑Not Applicable document where exceptions to the ;standard are claimed. Hot water ;system sized per manufacturer's sizing guide. I 4:2.2, Plans, specifications, and/or ;❑Complies ;Requirement will be met. 8:4:1.1';'F,, calculations provide all information ;❑Does Not with which compliance can be 8.7, j determined for the electrical systems :❑Not Observable and equipment and document where ;❑Not Applicable ; exceptions are claimed. Feeder ,connectors sized in accordance with ; J approved plans and branch circuits ; sized for maximum drop of 3%. 4.2.2, IPlans, specifications, and/or ;❑Complies ;Requirement will be met. 9.4.3, 9.7 !calculations provide all information ❑Does Not [PR4]1 (with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ;❑Not Applicable ; :and document where exceptions to !the standard are claimed. Information ;provided should include interior ; lighting power calculations,wattage of bulbs and ballasts,transformers and ;control devices. ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 7 of 20 Brewing Energy.cck ' Sectiort ID 9.7 Plans,specifications,and/or ;E]Complies :Requirement will be met. [PR8]1 calculations provide all information ElDoes Not !with which compliance can be !determined for the exterior lighting :E]Not Observable and electrical systems and equipment :E]Not Applicable and document where exceptions to ithe standard are claimed. Information I provided should include exterior Highting power calculations,wattage of: !bulbs and ballasts,transformers and control devices. 6.7.2.4 Detailed instructions for HVAC ,E]Complies :,Requirement will be met. [PR5]1 :systems commissioning included on T]Does Not Ithe plans or specifications for projects >=50,000 fi:2. ;E]Not Observable :E]Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) [.2]Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Tide: Threes Brewing East Report date: 03/22/l7 Data filename: D:\AxDR/VmD\2Ol5\l5120Cox LaCutchogue\15lu2Lot 2-ThreesBrewing East\15l22Threes page 8 o 30 orewingEne»gy.cck Sect ; Footing/Foundation ;Plans Verified. held Verified,'; # x Y ;Compiles?"_ —Comm Comments%Assupteons ;,;Inspection:" _ r.Value ::,, , .Value` :• 5:5:"3:3 .Below-grade wall insulation R- ; R- ; R- ;❑Complies ;See the Envelope Assemblies ❑Does Not [FOlJ? value.a ;table for values _ ; ; , ;❑Not Observable ❑Not Applicable Slab edge insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies '[FQIz `'° ;❑ Unheated ;E] Unheated ;❑Does Not table for values. ❑ Heated ❑ Heated !❑Not Observable ❑Not Applicable 5:8:1.2,• Slab edge insulation installed per ; " ❑Complies ;Requirement will be met. [FO4`]?.'° manufacturer's instructions. 'S'W` ?''°' a°L ❑Does Not ❑Not Observable �Location on plans/spec: ;Building Section „ ❑Not Applicable 5.5:3:5'4_' Slab edge insulation ; ft ; ft ;❑Complies ;See the Envelope Assemblies [F05]?: depth/length. ;❑Does Not ;table for values. ;❑Not Observable ❑Not Applicable 5.8.1.7 ;Exterior insulation protected r;I❑Complies ;Requirement will be met. [F06]1 against damage sunlight, El Does Not ;moisture,wind, landscaping and 1`- Location on plans/spec: equipment maintenance w" '` =` r " `❑Not Observable Not Applicable ,'j' .` ❑NotApplicable activities. 5.8.1.7.3 ;Insulation in contact with the Elco mplies ;Requirement will be met. [F07]1 ground has<=0.3%water : ❑ ._ . _ _ Does Not ; absorption rate per ASTM C272. - ❑Not Observable J❑Not Applicable 6:4;3.7 ;Freeze protection and snow/ice ' "»` '' ❑Complies ;Exception: Requirement [F09]3 'melting system sensors for future „ `" '_ F = `" ❑ does not F' Does Not apply. connection to controls. l - ❑Not Observable ; ❑Not Applicable 6.4.,4:1.5Bottom surface of floor structures; R- ; R- ;❑Complies ;Exception: Requirement 11701113 incorporating radiant heating ;❑Does Not :does not apply. ,insulated to>=R-3.5. ❑Not Observable See the Envelope Assemblies ❑Not Applicable table for values. Additional Comments/Assumptions: 11 High Impact(Tier 1) t2_" Medium Impact(Tier 2) `3 1 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 9 of 20 Brewing Energy.cck .,Section - Plans Verified Field Verified Framing T/,Rough4n Inspection Val'u'e"''''` Value` ' Complies?;., ,'Comments/Assumptions. &„Req.ID. 5.4:3.2'; !Factory-built and site-assembled ,; ❑Complies Requirement will be met. [FR1]3 ,fenestration and doors are ,, . ❑ Does Not labeled or certified as meeting air leakage requirements. ❑Not Observable ; I ❑Not Applicable 5.4.3.4JVestibules are installed where - "p ❑Complies ;Requirement will be met. [FR4]3 building entrances separate _ ❑Does Not !conditioned space from the Location on plans/spec: ' ° `" "' ❑Not Observable exterior, and meet exterior k ;Vestribule Provided ❑Not Applicable Ienvelope requirements. Doors +have self-closing devices, and are " >=7 ft apart(>= 16 ft apart for adjoinging floor area >=40000 sq.ft.).Vestibule floor area <=7 S 50 sq.ft. or 2 percent of the adjoining conditioned floor area. 5.5.4.3a ;Vertical fenestration U-Factor. U- ; U- ;❑Complies ;See the Envelope Assemblies [FR8]1 :❑Does Not ;table for values. 1 ❑Not Observable ❑Not Applicable 5.5.4.3b Skylight fenestration U-Factor. ; U- U- ;❑Complies ;See the Envelope Assemblies [FR9]1 ; ; ;❑Does Not ;table for values , ;❑Not Observable ; ❑Not Applicable 5.5.4.4.1 ;Vertical fenestration SHGC value. ; SHGC: ; SHGC: ;❑Complies ;See the Envelope Assemblies [FR10]1 :❑Does Not ;table for values. ;❑Not Observable ; ❑Not Applicable 5.5.4.4.2 ;Skylight SHGC value. ; SHGC: ; SHGC: ;❑Complies ;See the Envelope Assemblies [FR1111 i :❑Does Not ;table for values. ;❑Not Observable ; ❑Not Applicable 5.8:2.1,. Fenestration products rated (U- '" "' " ❑Complies ;,Requirement will be met. 5.8.2.3, factor,SHGC, and VT) in ❑Does Not 5.8:=2.4; #accordance with NFRC or energy "" :Location on plans/spec: 5:8.2.5 (code defaults are used. ❑Not Observable ;On Window/Door Schedule [FR1'2]? _ []Not Applicable 5.8.2.2 ;Fenestration and door products ❑Complies ;Requirement will be met. „„ #, ;1y: [FR13]1 !are labeled, or a signed and ❑Does Not I dated certificate listing the U- `',` ❑Not Observable ;factor,SHGC,VT, and air leakage rate has been provided by the .`,' ❑Not Applicable manufacturer. 5;5,3.6` J U-factor of opaque doors ; U- ; U- ;❑Complies ;See the Envelope Assemblies [FR14-]2 :'associated with the building Swinging ;❑ Swinging ;❑Does Not :table for values thermal envelope meets ;El Nonswinging ❑ Nonswinging requirements. ❑Not Observable , ❑Not Applicable 5.4.3.1 ;Continuous air barrier is ❑Complies ;Requirement will be met. [FR15]1 wrapped, sealed, caulked, E _ ❑Does Not gasketed, and/or taped in an t.., :;;.°❑Not Observable :Location on plans/spec: t. „__.. ,approved manner, except in .a ,Simple Saver Insulation Liner ;semiheated spaces in climate '' ❑Not Applicable ;System (zones 1-6. f_ °x, Additional Comments/Assumptions: 111 High Impact(Tier 1) 1,,2 1 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 10 of 20 Brewing Energy.cck I High Impact(Tier 1) ;2`;Medium Impact(Tier 2) ;3„ Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 11 of 20 Brewing Energy.cck ;Section Mechanical Rough-ln - Plans,Verifiedr' .Field"Verified " # Inspection Value • Value -' ` Complies? , Comments%Assumptions' &Req.ID 6.4.1.4, ,J HVAC equipment efficiency ; Efficiency: ; Efficiency: ;❑Complies ;See the Mechanical Systems list 6.4:1:5 jverified. Non-NAECA HVAC :❑Does Not for values [ME1]2" , 90.1.equipment labeled as meeting ❑ , Not Observable ; ❑Not Applicable 6,4.3.4.1 ,!Stair and elevator shaft vents :` °` ; - El Complies ;Exception: Requirement (ME3]3 {have motorized dampers that ❑Does Not :does not apply. automatically close. = w ❑Not Observable ; ;,a❑Not Applicable 6.4.3.4.2,£ =Outdoor air and exhaust systems xu, ,`k' ° , - ❑Complies 'Exception: Gravity dampers 6.4.3.4.3 ,have motorized dampers that _ ❑Does Not acceptable in buildings 3 [ME4]3 C automatically shut when not in " `". ' , °`, stories. j use and meet maximum leakage ❑Not Observable ; {rates.Check gravity dampers ❑Not Applicable Jwhere allowed. E- ; 6.4.3.4:5• ;Enclosed parking garage ❑Complies ;Exception: Requirement [ME39]3 :!ventilation has automatic ❑Does Not does not apply. �contaminant detection and p ;; ;r4j• , i capacity to stage or modulate ,. Y ❑Not Observable fans to 50% or less of design ❑Not Applicable I capacity. s 6.4.3.4.4 , Ventilation fans>0.75 hp have ❑Complies ;Requirement will be met. [ME5]3', lautornatic controls to shut off fan ❑Does Not Awhen not required. '+ 4 ❑Not Observable ❑Not Applicable 6.4.3.8 ;Demand control ventilation .;._ .`r°" - `; ❑Complies ;Requirement will be met. [ME6]1 provided for spaces >500 ft2 and ❑Does Not >25 people/1000 ft2 occupant - ❑Not Observable density and served by systems -, x, ; ;with air side economizer, auto ❑Not Applicable {modulating outside air damper control, or design airflow>3,000 cfm. f f' DX cooling systems>= 75 kBtu/h ❑Complies ;Requirement will be met. [ME40]2 ,'•j(>= 65 kBtu/h effective 1/2016) r- :b'ti n`.r ❑Does Not and chilled-water and - See the Mechanical Systems list ,- „_,-,J evaporative cooling fan motor hp ❑Not Observable ;for values _ N•. Applicable A - �>=1/4 designed to vary indoor - ' � _- ❑Not PP ' fan airflow as a function of load , {and comply with operational requirements. 6.4.4:1:1"°';Insulation exposed to weather ❑Complies ;Requirement will be met. [ME7]3 ,protected from damage. " ❑Does Not Insulation outside of the J ❑Not Observable ';conditioned space and associated !with cooling systems is vapor M ❑Not Applicable .retardant. HVAC ducts and plenums ; R- R- ;❑Complies ;Requirement will be met. (ME8]?;; -fi insulated.Where ducts or I T❑Does Not "`Jplenums are installed in or under ;,[]Not Observable ",,a slab,verification may need to ; ❑Not Applicable occur during Foundation Inspection. ..4.1.3.0.HVAC piping insulation thickness. ; in. in. ;❑Complies :Requirement will be met. [ME9]2 {Where piping is installed in or :❑Does Not under a slab,verification may ; :❑Not Observable need to occur during Foundation inspection. ; ; ;❑Not Applicable 11 High Impact(Tier 1) 1,2J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 0322/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 12 of 20 Brewing Energy.cck Sectiory Mechanical Rough-ln•.. '„ -Plans'Verified Field Verified _ Complies?' Comments//Assumptions' Se'Req.ID Inspection; Value`, Value 6.4.41:4 !Thermally ineffective panel ❑Complies ;Exception: Requirement [ME41]3 (surfaces of sensible heatingR• " 4❑Does Not does not apply. panels have insulation >= R-3.5. f ; ❑Not Observable ` ❑Not Applicable 6;4:4.2.1' Ducts and plenums sealed based s F �❑Complies :Requirement will be met. ion static pressure and location. . -J❑Does Not 3�❑Not Observable ; ,1❑Not Applicable ; 6.4.4.2.2 ;Ductwork operating >3 in.water r- ❑Complies :Exception: Requirement [ME11]3 i column requires air leakage ❑ does not I q 9 Does Not apply. testing. „{ ,, ;•• - „ ❑Not Observable ; ❑Not Applicable 6.4.4.2.2-1 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 ':column requires air leakage ❑Does Not does not apply. testing. ❑Not Observable ; I ;`' ',- .• :.t;,4❑Not Applicable 6.5.2.2.1 )Three-pipe hydronic systems ❑Complies ;Requirement will be met. ,[ME56]3,", ;using a common return for hot ., ❑Does Not and chilled water are not used. ❑Not Observable .' ❑Not Applicable 6'.5.2;3 ;Dehumidification controls " "'` '' ; '4W'''•" r`,:' '''-LL. I❑Complies ;Requirement will be met. [ME19]3 ;provided to prevent reheating, ❑Does Not (retooling, mixing of hot and cold ;airstreams or concurrent heating y > [:]Not Observable ; I and cooling of the same ❑Not Applicable !airstream. 6:5.2.4.1 Humidifiers with airstream * , ' ❑Complies ;Exception: Requirement [ME68]3,' mounted preheating jackets have " ❑Does Not does not apply. a preheat auto-shutoff value set to ;activate when humidification is "I F=`,,' - ' ';' k: '° ;'' ' ❑Not Observable ; ;not required. ❑Not Applicable 6.5.2.4.2 `t Humidification system dispersion ;,"; ❑Complies ;Exception: Requirement [ME69]3 .tube hot surfaces in the ❑Does Not does not apply. ;airstreams of ducts or air- handling units insulated >= R- s ❑Not Observable ; 10.5. �v'..s, �:. ;_ ;, >,.w: .>n;I❑Not Applicable 6.5.2.5` ;Preheat coils controlled to stop ;` ❑Complies ;Requirement will be met. [ME70]3 !heat output wheneverAy. - r , dDDoes Not (mechanical cooling, including "`.`,`r•,•;` ❑Not Observable economizer operation, is active. I ❑Not Applicable 6.5.3.3 ,Multiple zone VAV systems with 4_ ❑Complies ;Exception: Requirement [ME42]3 i DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint ❑Not Observable reset controls. _ ° ;See the Mechanical Systems list `I, '',❑Not Applicable ;for values. 6.5.3.3 'Multiple zone VAV systems with °,, F',:;;,.' ' ' ❑Complies :Exception: Requirement [ME42]3 I DDC of individual zone boxes j; .° ❑ does not I Does Not PP Y• :have static pressure setpoint reset controls. z ❑Not Observable ;See the Mechanical Systems list ❑Not Applicable for values 6.5.4.2. {HVAC pumping systems >10 hp rt' °' '' ` ` ❑Complies ;Requirement will be met. [ME25]3' I designed for variable fluid flow. ;- 'y ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 13 of 20 Brewing Energy.cck Sectioa� Mechanical Rough-In .'PI'ans Verified Fi'eIdAi6rlhed' # I_nspection Value 'Value. - Complies2 ;Comments/Assumptions, &'Req.ID '- 6.5.4.4 ;Temperature reset by ❑Complies ;Requirement will be met. [ME27]3 'I representative building loads in ❑Does Not #pumping systems>10 hp for chiller and boiler systems j❑Not Observable ; >300,000 Btu/h. ;E]Not Applicable 6.5.6.1 !systems air energy recovery on w`: ❑Complies :Exception: Requirement [ME56]1 systems meeting Tables 6.5.6.1- ❑Does Not does not apply. 1, and 6.5.6.1-2. ❑Not Observable ; ❑Not Applicable 6.5.7:1.1 Kitchen hoods>5,000 cfm have i ❑Complies ;Exception: Requirement (ME32F make up air>=50%of exhaust ❑Does Not does not apply. air volume. ' ❑Not Observable ; ❑Not Applicable 6'.5.7.1.5 ;Approved field test used to ❑Complies ;Exception: Requirement (ME49]3 `evaluate design air flow rates "" "`r •,. ❑Does Not does not apply. and demonstrate proper capture ;and containment of kitchen tr Y,,. ❑Not Observable ; ;exhaust systems. ❑Not Applicable 6.5.8:1 Unenclosed spaces that are " ❑Complies ;Exception: Requirement [ME34]2 'heated use only radiant heat. _ .• r IE]Does Not does not apply. A _ ��❑Not Observable --;❑Not Applicable 7.,4.2, Service water heating equipment ❑Complies ; tME3612 „meets efficiency requirements. " ", . ' `" ❑Does Not ❑Not Observable ❑Not Applicable ,6.4.3.9; Heating for vestibules and air ❑Complies ;Requirement will be met. [ME63]2 curtains include automatic - ❑Does Not j controls that shut off the heating 3 „: system when outdoor air ❑Not Observable ; temperatures>45F.Vestibulei` ❑Not Applicable heating systems controlled by a lthermostat in the vestibule with setpoint<=60F. :' 6:5.10 I Doors separating conditioned - ❑Complies ;Exception: Building [ME73]3 !space from the outdoors have ❑Does Not entrances have automatic controls that disable/reset closing devices. ;heating and cooling system when ❑Not Observable ;open. ,, i []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 14 of 20 Brewing Energy.cck 5ectiorn _. f° # •Rou' fi4n„Eiectrieal°Ins`action Corrin "lies?„t ze' ” ;> gq p p„ . ; Comments/Assumptions Req'JD ;°n - 84.2 ',,,,,. At least 50%of all 125 volt 15-and ;❑Complies ;Exception: Space type is not private office, open office, or [EL1Q]?a 20-Amp receptacles are controlled by ❑Does Not :computer classroom. l an automatic control device. I ! A k ;❑Not Observable; ❑Not Applicable ` Automatic control requirements ;❑Complies ;Requirement will be met. [EL1]?. = ' {prescribed in Table 9.6.1,for the !❑Does Not appropriate space type, are installed. Mandatory lighting controls(labeled ❑Not Observable; �as'REQ') and optional choice controls ;❑Not Applicable (labeled as'ADD!' and'ADD2') are t implemented. 9.4.1.1,, ,;#Independent lighting controls installed ;❑Complies ;Requirement will be met. per approved lighting plans and all I❑Does Not manual controls readily accessible and! visible to occupants. '❑Not Observable; °''"_•;� :❑Not Applicable 9.4:1.2""" Parking garage lighting is equipped ;❑Complies ;Exception: Requirement does not apply. JELll]21'1,',%;� with required lighting controls and ❑Does Not _ daylight transition zone lighting. ;❑Not Observable; :❑Not Applicable 9.4.1.1f !Daylight areas under skylights and ;❑Complies :Exception: Requirement does not apply. [EL13]1 :roof monitors that have more than !❑Does Not 1150 W combined input power for ;general lighting are controlled by ❑Not Observable ;photocontrols. !❑Not Applicable rAutomatic lighting controls for exterior;❑Complies ;Requirement will be met. [EL�]?� ','e i";lighting installed. :❑Does Not .' :[-]Not Observable ❑Not Applicable 9.4.1.3 ;Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL4]1 ;specific uses installed per approved !❑Does Not !lighting plans. !Location on plans/spec: Ceiling Plan ;❑Not Observable; ❑Not Applicable 9.4.3 !Exterior grounds lighting over 100 W ;❑Complies ;Requirement will be met. [EL7]1 provides>60 Im/W unless on motion ❑Does Not sensor or fixture is exempt from scope ;of code or from external LPD. �❑Not Observable ❑Not Applicable 9.6.2 !Additional interior lighting power ;❑Complies ;Requirement will be met. [EL8]1 ;allowed for special functions per the !❑Does Not ! !approved lighting plans and is ! ! ❑Not Observable; ;automatically controlled and !separated from general lighting. ;❑Not Applicable 10.4,1',; ; -.Electric motors meet requirements ;❑Complies ;Requirement will be met. where applicable. :[--]Does Not ;❑Not Observable; !❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 .2, Medium Impact(Tier 2) 1 3',J Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: DAAADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 15 of 20 Brewing Energy.cck „Section plans Verified Field Verified ,' # Insulation Inspection+ ; .Complies?- ,Comme*/Assumptions & Req.ID Value Value ; 5.5.3.1 :Roof R-value. For some ceiling R- ; R- ;❑Complies ;See the Envelope Assemblies [IN2]1 systems,verification may need to.❑ Above deck ❑ Above deck :❑Does Not ;table for values. occur during Framing Inspection. ;❑ Metal ❑ Metal ;❑Not Observable ❑ Attic ❑ Attic ❑Not Applicable 5.8.1.2, ;Roof insulation installed per ❑Complies ;Requirement will be met. 5.8.1.3 manufacturer's instructions. ❑Does Not [IN3]1 ;Blown or poured loose-fill Location on plans/spec: ;insulation is installed only where :'' , . ❑Not Observable :Building Section ;the roof slope is<=3 in 12. ❑Not Applicable 5.5.3.2 ;Above-grade wall insulation R- R- ; R- ;❑Complies ;See the Envelope Assemblies [IN6]1 value. ❑ Mass ;❑ Mass ;❑Does Not table for values ❑ Metal ❑ Metal ;❑Not Observable 1❑ Steel ;❑ Steel ;❑Not Applicable ❑ Wood ;❑ Wood 5.8.1.2 ;Above-grade wall insulation ❑Complies ;Requirement will be met. [IN7]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ; ❑Not Applicable 5.5.3.4. '` . Floor insulation -value. R- ; R- ;❑Complies ;See the Envelope Assemblies [IN8]2 ❑ Mass ;❑ Mass ;❑Does Not table for values. ❑ Steel ❑ Steel :❑Not Observable ❑ Wood ;❑ Wood UNot Applicable Building envelope insulation is '' ❑Complies ;Requirement will be met. [IN10]2' labeled with R-value or insulation ❑Does Not certificate has been provided listing R-value and other relevant ❑Not Observable data. f ❑Not Applicable 5.8.1.9Building envelope insulation ❑Complies ;Requirement will be met. [(N18]2 ” ,extends over the full area of the _ []Does Not component at the proposed rated " R or U value. =. ❑Not Observable ' ❑Not Applicable 5.8:1:4 ° j Eaves are baffled to deflect air to " ;;, tt. , ;;,';, ❑Complies ;Requirement will be met. [IN11]2 above the insulation. ❑Does Not :Location on plans/spec: j ❑Not Observable Not Applicable ❑Not Applicable 5.8.1.5 Insulation is installed in ❑Complies :Requirement will be met. [IN12]2' '' 'I substantial contact with the ❑ ; Does Not inside surface separating E` 3 ❑Not Observable ; conditioned space from , yr unconditional space. - - ❑Not Applicable , 5.8.1.6 = Recessed equipment installed in ❑Complies ;Requirement will be met. [IN13F 1 building envelope assemblies t•' °a - ❑Does Not does not compress the adjacent F insulation. w ❑Not Observable _ ❑Not Applicable 5.8:1'.7A Attics and mechanical rooms ❑Complies ;Requirement will be met. [IN15]? have insulation protected where },; + ❑Does Not adjacent to attic or equipment ❑Not Observable :Location on plans/spec: access. Not Applicable ❑Not Applicable 11 High Impact(Tier 1) 2 .1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 0322/17 Data filename: DAAADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 16 of 20 Brewing Energy.cck Sectloh "'Plans Verifieii' " Field Ve'rifled Insulation Inspecti®n° Value Value -Complies? (Comments/Assumptions Re ID 5.8.1.7:2 Foundation vents do not interfere ❑Complies' ;Requirement will be met. [IN16]?' with insulation. +;„Y','”'>{,;x ',';.,° ` ❑Does Not 4N ❑Not Observable ❑Not Applicable 5:8.1.8: j Insulation intended to meet the ❑Complies ;Requirement will be met. [IN17]3,_y '!roof insulation requirements _ ❑Does Not cannot be installed on to of r<. p a ❑Not Observable Location on plans/spec: suspended ceiling.Mark this Not Applicable requirement compliant if w Y ` ,' j❑Not Applicable linsulation is installed accordingly. z "' Additional Comments/Assumptions: 11 High Impact(Tier 1) `°2 1 Medium Impact(Tier 2) 3'' Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 17 of 20 Brewing Energy.cck ­Sect ion # Final Inspection ` .Complies? Comments/Assumptions ® & Req.l „ o 5.4.3.3 IWeatherseals installed on all loading :❑Complies ;Exception: Requirement does not apply. [FI1]1 �dock cargo doors in Climate Zones 4- ❑Does Not 8. ❑Not Observable ❑Not Applicable 64:3.1.2" Thermostatic controls have a 5 °F :❑Complies ;Requirement will be met. [FI3]3 deadband. ❑Does Not :❑Not Observable; ❑Not Applicable 6:4:3.2 'Temperature controls have setpoint ,Temperature ;Requirement will be met. [F120]3 I overlap restrictions. E❑Does Not :❑Not Observable :[]Not Applicable 6.4.3:3.1 !HVAC systems equipped with at least ;❑Complies ;Requirement will be met. [FI21]3 one automatic shutdown control. 1❑Does Not ;❑Not Observable: ❑Not Applicable 6.4.3.3.2 ;Setback controls allow automatic :❑Complies ;Requirement will be met. [FI22]3 ;restart and temporary operation as :❑Does Not required for maintenance. ❑Not Observable j❑Not Applicable 6.4:3.5 Heat pump controls prevent ;❑Complies ;Requirement will be met. [F[5]3 , :supplemental electric resistance heat T❑Does Not °from coming on when not needed. ;❑Not Observable ❑Not Applicable 6:4.3.6 !When humidification and :❑Complies ;Requirement will be met. [FI6]3 dehumidification are provided to a :❑Does Not (zone,simultaneous operation is ;prohibited. Humidity control prohibits :❑Not Observable ithe use of fossil fuel or electricity to :[]Not Applicable #produce RH > 30%in the warmest 1 ;zone humidified and RH < 60%in the ;coldest zone dehumidified. 6.7.2.1 ;Furnished HVAC as-built drawings ;❑Complies ;Requirement will be met. [FI7]3 `submitted within 90 days of system :❑Does Not acceptance. : ;❑Not Observable; ❑Not Applicable 6.7.22. ;Furnished O&M manuals for HVAC ;❑Complies :Requirement will be met. [FI8]3 systems within 90 days of system :❑Does Not acceptance. ;❑Not Observable: - 1 �❑Not Applicable 6.7.2.3 ;An air and/or hydronic system ;❑Complies ':Requirement will be met. [17I9]1 balancing report is provided for HVAC :❑Does Not ;systems serving zones>5,000 ft2 of conditioned area. :❑Not Observable; j ;❑Not Applicable 6.7.2.4 ;HVAC control systems have been ;❑Complies ;Requirement will be met. [FI10]1 tested to ensure proper operation, :❑Does Not calibration and adjustment of controls. ;❑Not Observable; ❑Not Applicable 7.4.4.3', ;Public lavatory faucet water ;❑Complies :Requirement will be met. [FI11]3 :temperature<=110°F. :❑Does Not ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) J-2]Medium Impact(Tier 2) "3 1 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 18 of 20 Brewing Energy.cck r#fi Final.>In'spection�• Corriplies? Comments/Assumptions;;,,,; &,Req.ID y , -.. „•j2! o Furnished as-built drawings for ;❑Complies :Requirement will be met. [F616]3 —1electric power systems within 30 days :❑Does Not of system acceptance. :❑Not Observable ❑Not Applicable 8.7:2 ° *;Furnished 0&M instructions for ;❑Complies ;Requirement will be met. [F0]3', 7systems and equipment to the ❑Does Not ,1 building owner or designated representative. ;❑Not Observable ; ❑Not Applicable 9.2.2.3 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 I lighting power is consistent with what ❑Does Not !is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable !are less than or equal to allowed ;❑Not Applicable watts. 9.4.2 :Exterior lighting power is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved !❑Does Not lighting plans, demonstrating proposed watts are less than or equal ❑Not Observable to allowed watts. ;❑Not Applicable 10.4.3_.' .Elevators are designed with the ;❑Complies ;Exception: Requirement does not apply. [FI24]2 , proper lighting,ventilation power, and :❑Does Not standby mode. • ;❑Not Observable; ❑Not Applicable j First 8 ft of outlet piping is insulated ;❑Complies ;Requirement will be met. [FI45]2 ❑Does Not ❑Not Observable; - - ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;'2 1 Medium Impact(Tier 2) 1'3 1 Low Impact(Tier 3) Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 19 of 20 Brewing Energy.cck iV Project Title: Threes Brewing East Report date: 03/22/17 Data filename: D:\AADRAWD\2015\15120 Cox La Cutchogue\15122 Lot 2-Threes Brewing East\15122 Threes Page 20 of 20 Brewing Energy.cck LIFE SAFETY& LICENSED BY THE NYS SECURITY SYSTEMS DEPARTMENT OF STATE SPECIALISTS LICENSE#12000080939 Ek ELECTRONIC ALARM SYSTEMS Town of Southold Building Department 54375 State Route 25 Southold,NY 11971 Re: Amendment to Building Permit#41509 for F & S LLC, 104 Miller Place, Cutchogue Tax Map: 83-3-4.9 Please see the attached submittal paperwork and drawings-for-a-f ire Alarm System at the above referenced location. ,-Please-contact-my-office at 631-981-1700 with any-questions.- Regards, nyquestions.Regards,__..—__--_..___._.._� ,• y ti,` • , , � . Paula'Smith Operations Manager RCE OWE , ~' JUN 2 7 2018 l t� B LDING DF TDA'F,ev F, ,,,;TTj,)T-,D 332D Dante Court,Holbrook,NY 11741 Tel: 631-981-1700 Fax: 631-981-1778 E-Mail:info@easlinkcom LIFE SAFETY& LICENSED BY THE NYS SECURITY SYSTEMS DEPARTMENT OF STATE SPECIALISTS LICENSE #12000080939 Ek ELECTRONIC ALARM SYSTEMS JOB NAME: F & S LLC 06/27/18 104 Miller Place Cutchogue, NY 11935 Battery Calculation Table Mircom Conventional Fire Alarm System No of Stand-by Tota! No. of Alarm Total Combined Description of Devices.,.. ,:_-Current __Stand-by 'Devices Current Alarm Current Item In System(per device) Current In Alarm, (per device) Current in Alarm " FA301-12DD 12 Zone Control/Communicator 1 0.174 0 1742, .. ,, 1 " 0 444 0 444 0 618 SYS-172RL Wall Mount Horn/Strobe(75cd) 3 ay`';•:0.000 0 0003 0,121 0.364 0.363 SYS-PC2RL Ceiling Mount Horn/Strobe(75cd) 3 0:000% 0000, 3A, 0.143 0.429 0 429 SYS-SCRL Ceiling Mount Strobe(30cd) 3 1 '-0.000' 0 000 3.1 -0.063 01,89, 0.189 SYS-P2RK-W.P Horn/Strobe(75cd) 1f ` 0000 0.000 1 0.176 0.176 0.176 SYS-SSM24-10 Sprinkler Bell 1: ' , 0 000 A R. 0 000 1 0.031 0.031 0.031 SystemStand-By Current�� 0 174 <s 'System Alarm Current` 1.806 ._ Multiplied by 24 Hours 24':. Multiplied by 5 min.: 0 083 Notal Stand-By Current. m"4-176 Total-Alarm_Current 0 150 Total Stand-By&Alarm Current(Amps): 4.326 Mutiplied by 20% Deterioration Factor 1.2 * Note:Stand-by and alarm currents represent maximum Minimum Battery Size(Amp Hour) 5 191 attainable regardless of the quantity of devices attached to the IDC's. Batteries To Be Installed(Amp Hour): 12.00 332D Dante Court,Holbrook,NY 11741 Tel: 631-981-1700 Fax: 631-981-1778 E-Mail:info@easlinkcom 9 U g A LIFE SAFETY& LICENSED BY THE NYS SECURITYSYSTEMS DEPARTMENT OF STATE S Y SEk SPECIALISTS LICENSE #12000080939 ELECTRONIC ALARM SYSTEMS JOB NAME: F &S LLC 06/27/18 104 Miller Place Cutchogue, NY 11935 BATTERY CALCULATION TABLE NAPCO SLEC® A-CFB-PS Commercial Fire Cellular Transmitter No of Stand-by Total No of Alarm Total Combined Description of Devices Current Stdnd-by -"Devices Current Alarm Current Item In System.(per device) Current In Alarm (per device) Current in Alarm SLECDMA-CFB-PS Fire Cellular Transmitter 1 '0 065 0.065 1`_ 0 400 0 400 0 465 System Stand=By`Current 0.'065 . System Alarm Current: 0.465 Multiplied by'24 Hours . 24L_ Multiplied by 5 min- 0 058 Total Stand-By Current. 1.560 AH _, Total Alarm Current: 0.027 AH Total Stand-,By&Alarm Current(Amps): 1.587 AH a a Mutiplied by 20%Derating Factor:- 12 * ' Total Ampere.Hours Required= 1.904 AH Total Ampere Hours Installed= 7.00 AH i Derating Factor required to compensate for the non-linear discharge characteristic of a battery 332D Dante Court,Holbrook,NY 11741 Tel: 631-981-1700 Fax: 631-981-1778 E-Mail:info«)easlinkcom 0 ,M ILO im LCD DISPLAY FIRE ALARM CONTROL PANELS FA-300 SERIES Features • Listed to UL 864, 9th edition • Available in 6 and 12 zone models Integrated UDACT/Digital Communicator on select models • Equipped with 2 line by 20 character back-lit LCD II display and numerical keypad Front panel and PC programmable • Remote upload/download capabilities • Base panel is equipped with Class"B" (Style"B") initiating circuits which may be configured as Class "A"(Style"D")using a Class"A'converter module • Initiating circuits may be configured as Alarm, Verified Alarm, Waterflow Alarm, Sprinkler Alarm, Latching or Non-Latching Supervisory,Monitorand Trouble-Only • Base panel is equipped with Class'B" (Style`B") Description indicating circuits which may be configured as Class Mircom's FA-300 Series fire alarm control panels "A'(Style"Z')using aCiass"A'signalconvertermodule consist of 6 and 12 zone models which are equipped Audible signals may be configured for Steady, with a two line by 20 character back-lit LCD display, Temporal Code, California Code and March Time numerical keypad and an integrated UDACT/Digital Indicating Circuits may be configured asSilenceable Communicator. The FA-300 Series family also or Non-Silenceable for both signals and strobes includes remote LED and LCD annunciators as well Built-in sync protocols for the following strobe as remote relay modules. manufacturers: Mircom,Amseco, System Sensor, Gentex, Faraday and Wheelock The FA-300 Series panels are ideal for both new and Relay contacts for Common Alarm,Auxiliary/Alarm retrofit applications. Designed for small to medium (Disconnectable), Common Supervisory and commercial, institutional and industrial occupancies, Common Trouble these panels are powerful enough to meet today's Configurable Signal Silence Inhibit, Auto Signal installation demands. The FA-300 Series panels are Silence and One-Man Walk Test configurable by the keypad for onsite programming Subsequent Alarm, Supervisory, and Trouble or by a PC for both onsite and remote programming. operation Easy to install and simple to operate and configure,the RS-485 Interface for Remote LED Annunciators, FA-300 Series panels enable the installer to configure LCD Annunciators and Remote Smart Relay the system to meet their specific requirements. Modules • Interface for a Remote Trouble Indicator(RTI) The FA-300 Series panels are equipped with a 5Amp a Two event history logs comprised of a 200 event power supply,4-wire resettable smoke power supply alarm log for alarm related events and a 200 event (300mA max.), an interface for a Remote Trouble general log for all other events Indicator (RTI) and an RS-485 interface for remote • 5Amp Power Supply LCD annunciators, LED annunciators and Remote Optional modules for additional internal relay circuits Smart Relay modules. and City Tie/Polarity Reversal • Optional trim rings for semi-flush mounting All FA-300 Series panels come complete with a red door, black enclosure, durable CAT-30 lock and key and space to mount up to 12 AH batteries. Optional so trim rings are available for semi-flush mounting. MEA approved S7010 7165-1477129 313-97-E CATALOG NUMBER NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models Specifications AC Input Indicating Circuits 120VAC @ 60Hz/240VAC @ 50Hz Power limited/24VDC unfiltered/1.7A @ 49°C per circuit. Standby Power Maximum 5 Amps. 24VDC standby batteries Aux supply(non resetable) Charging Capability Power limited/22.3VDC regulated/500mA max 4 to 12 AH 4-wire smoke supply(resetable) Current Consumption Power limited/22.3VDC regulated/300mA max Model Standby Alarm Unfiltered supply(full wave rectified) FA-300-6D(D) 142 mA(112 mA*) 312 mA(282 mA*) Power limited/24VDC unfiltered/1.7A max at 49°C FA-301-12DD 174mA(104 mA*) 444mA(394 mA*) Auxiliary Relays(Common alarm/supv/trb/and auxiliary second alarm) *Using Active End of Line Resistors(Refer to the installation and operation FormC/28VDC/1A max. manual for more information Ordering Information Model Description Control Panels FA-300-6DR Six Zone LCD Display Fire Alarm Control Panel FA-300-6DDR Six Zone LCD Display Fire Alarm Control Panel with built-in UDACT/Digital Communicator FA-301-12DDR Twelve Zone LCD Display Fire Alarm Control Panel with built-in UDACT/Digital Communicator Remote Annunciators and modules RAM-30OLCDR Remote LCD Annunciator(Red enclosure) RAM-30OLCDW Remote LCD Annunciator(White enclosure) RAM-208R Eight zone Remote LED Annunciator RAM-216R Sixteen zone Remote LED Annunciator RAM-1016 Sixteen zone Remote LED Annunciator RAM-1016TZ Sixteen zone Remote LED Annunciator with individual Trouble LEDs SRM-312R Remote Relay Module with red enclosure RTI-1 Remote Trouble Indicator BB-1001R Red enclosure for RAM-1 01 6/RAM-1 01 6TZ BB-1001S Semi-Flush Stainless Steel Enclosure for RAM-1 01 6/RAM-1 01 6TZ BB-1001WPR Red Semi-Flush Weatherproof Enclosure for RAM-1016/RAM-1016TZ TH-101 Heater Kit for use with BB-1001 WPR Adder Modules ICAC-306 Six Initiating Circuit Class"A"Converter Module OCAC-304 Four Indicating Circuit Class"A"Converter Module OCAC-302 Two Indicating Circuit Class"A"Converter Module RM-306 Six Relay Circuit Adder Module RM-312 Twelve Relay Circuit Adder Module PR-300 Polarity Reversal/City Tie Module ELRX-300 Active End-of-Line Resistor ELRX-30OR Active End-of-Line Resistor with red mounting plate Accessories FA-300TRB Black Semi-Flush Trim Ring for FA-300-6 enclosures FA-UNIV-TRB Black Universal Semi-Flush Trim Ring for FA-301-12 enclosures FA-300-DF Dead Front for FA-300-6DR/FA-300-6DDR FA-301-DF Dead Front for FA-301-12DDR UIMA Universal Programming Tool BA-104 12 Volt,4 Ah Battery-2 pcs required per panel BA-1065 12 Volt,7.2 Ah Battery-2 pcs required per panel BA-110 12 Volt,12 Ah Battery-2 pcs required per panel NOT TO BE USED FOR INSTALLATION PURPOSES. o Distributed by. A/Al, M, IR 1- 1-1-1 11 1 Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone-(905)660-4655 Toll Free.(888)660-4655 Fax(905)660-4113 Fax Toll Free (888)660-4113 Web page http//www mircom.com' Email mail@mircom com CAT 5662 ISO 9001:2000 `�� Rev 3 REGISTERED ��� NAPC0 1 COMMERCIAL StarlinkT"" SLE Commercial INTRODUCTION Fire and Burglary Alarm Radio The Starl-inkTMCommercial Fire and Burglary alarm cap- Communicators ture radio communicators are fully supervised, wireless digital two-way subscriber units supported by an exten- sive nationwide wireless network. All models are com- patible with most 12VDC alarm control panels (always adhere to the documentation provided by the control panel manufacturer). All can function as a backup to existing telephone lines, or as sole path primary commu- nicators. In backup mode, all units will automatically ORDERING INFORMATION switch the communication channel from the telephone line to the network when telephone line trouble is detect- SLECDMp►CFB=PS: Commercial / Residential Fire ed. See W12140 for programming information. and Burglary CDMA Radio in red metal housing with The SLE Series radios use data-capture technology that SLE-ULPS-R power supply and 16.5V / 20VA trans- captures the alarm report from the control panel and former mounted inside housing, for direct connect to transmits the alarm signals to the Starl-ink Control Cen- 120V AC branch circuit. ter; the alarm signals are then forwarded to ANY central SLECDMA-CFB. Commercial / Residential Fire and station via Contact ID and is compatible with Sur-Gard Burglary CDMA Radio in red metal housing. Powered TCP/IP central station receivers. The Starl-ink Control directly from control panel (no power supply, no trans- Center reports a trouble signal in the event that the net- former). work does not receive the expected supervision signal SLE-CDMA-FIRE - Commercial / Residential Fire and from the wireless communicator. Burglary CDMA radio in red plastic enclosure. Pow- For Commercial Burglary installations, under the ered directly from control panel (no power supply, no armed condition, any loss of communication must transformer). be treated as a Burglary Alarm at the Central Station. The above models are approved as Sole Path Com- mercial Fire Alarm Communicators. • UL 864 Standard For Control Units and Accessories STARLINK RADIO REPORTING PATH U� For Fire Alarm Systems,9th Edition • UL 1610 Standard For Central-Station Burglar-Alarm The diagram below shows the transmission path of a Units signal from the Starl-ink radio to the central station. • UL 985 Standard For Household Fire Warning System 1. Signal from a Control Panel. Units 2 Starl-ink radio receives the signal transmission • UL 1023 Standard For Household Burglar-Alarm (from the TIP an RING wires); sends RF signal System Units through the GPRS network operator. SLECDMA-CB: Commercial / Residential Burglary 3. Network Operator, part of the vendor system, a and Residential Fire CDMA Radio in white metal hous- section of the cellular spectrum ing. Powered directly from control panel (no power 4. SLE Control Center, receives and routes data. supply, no transformer). 5. Central Station. SLECDMA-CB-TF: Commercial /Residential Burglary and Residential Fire CDMA Radio in white metal hous- )R))A rA ingwith 16.5V/S20VA ransformepower supply and TRF12 plug- ))))) ((�((c ����)))))) r. Radio \\\\ • UL 1610 Standard For Central-Station Burglar-Alarm UL Units - • UL 985 Standard For Household Fire Warning System ® (2) Units (3� • UL 1023 Standard For Household Burglar-Alarm FACP (1) System Units Network Operator CDMA models are Verizon®Network Certified FEATURES The following features are included with models that in- (4) clude a SLE-ULPS-R power supply: CENTRAL (5) STATION StarLink Network • Power limited output to the Starl-ink radio PC board Operations Center 12V input terminals Napco Security Technologies,Inc.,333 Bayview Ave,Amityville,NY 11701 (800)645-9445;fax(631)789-9292 t- • Battery connection red and black flying leads • Monitored battery charging and Active battery test cir- cuits SPECIFICATIONS • StarLink radio trouble input (from StarLink radio PC The following specifications apply to all StarLink radio board PGM1 terminal to detect StarLink radio trouble) ; models unless otherwise stated: • Requires a sealed lead acid min 4AH / max 7AH bat- f tery for minimum 24-hour standby time (max charge Electrical Ratings for 120VAC, 6OHz current 200mA). For Models with Power Supply 1 • Trouble relay output (C, N/O and NIC terminals) to Input Voltage: 120VAC nominal;� ; wire to a panel zone dedicated to "GSM Trouble" (dry Input Current: 400mA maximum contacts). Remove jumper "J2" to isolate common Maximum Charging Current: 200mA from ground Electrical Ratings for+12V • Green AC ON LED visible from the exterior housing For Models without Power Supply • Yellow TROUBLE LED on PC board. Flashes signify: `'3 Input Voltage: 11-15VDC (power-limited output from One flash:AC fail/brownout Listed control panel) Two flashes: Low battery Input Current: 65mA with peak RF transmission current of Three flashes: Charging circuit trouble 400mA. Four flashes: StarLink radio trouble Electrical Ratings for the IN 1 Burg/Fire Input: The housing-mounted transformer (when provided) is ; : Input Voltage: 9-15VDC mounted inside its own housing compartment with a re- . Maximum Input Current: Up to 2mA from FACP NAC cir- placeable UL Listed .5A fast blow primary fuse. 120VAC 1 • cult connections are to be made by a licensed electrician us- :; Electrical Ratings for IN 2 and-IN 3: ing suitable connectors, in accordance with N.E.C. and „ Maximum Loop Voltage: 15VDC local code requirements. Maximum Loop Current: 1.2mA End of Line Resistor(EOLR)Value: 1 OK(2 req'd) ADDITIONAL COMPONENTS Electrical Ratings for 3 PGM Outputs: Open Collector Outputs* Maximum Voltage 3V when ac- In addition to the models listed above, the following sub- I tive; 15V maximum when not active assemblies are available: Maximum PGM Sink Current: 50mA SLE-ULPS-R - Power Supply. Required for installations Physical(W x H x D) where the control panel cannot provide the 65mA of Metal Housing: 11'/x 9'/x 3'/"(29.2 x 24.1 x 8.9cm) Auxiliary power required to operate the StarLink radio. Mounting: Metal housing includes two keyhole slots for Uses a standard 4AH / 12V minimum (7AH maximum) wall mounting (see measurements in W12100) rechargeable battery to provide radio standby power. i 2s , Requires connection to either the model NAPCO Plastic Housing: 8 x 5- /4 x 1/2 (20.3 x 13.9 x 3 8cm) T ;• , Mounting: Plastic housing includes three keyhole slots for RF12 (16.5V/ 20VA) external plug-in transformer or the chassis-mounted 16.5VAC / 20VA transformer af- single, double or triple gang boxes (see scale template in fixed inside the housing ( wiring diagrams in W12120) 9 9 rams 4;`, W12100 or W12120). Environmental Note: For models without the SLE-ULPS-R, connect i` Operating Temperature: 0°C-49°C (32°F- 120°F) the radio terminals 1 and 2 to the control panel Aux Humidity: Maximum 93% Non-Condensing Power terminals(observing polarity). Indoor use only SLE-DLCBL- Download Cable, 6 feet. SLE-ANTEXT-Extended antenna with 15 feet of cable. t NOTICE TO AUTHORITIES HAVING JURISDICTION, USERS, INSTALLERS, DEALERS, AND OTHER AFFECTED PARTIES FIRE PROGRAMMING OPTION PERMITTED IN AVAILABLE SETTINGS REQUIRED UL 864 SETTINGS UL864?(YIN) Disabled(Jumper 1 installed). Also required for Commercial 1 Burgla- Unattended Remote Downloading No Enable/Disable ry installations Note: See W12100 page 7"Configuration Down- load I Firmware Updates"for jumper instructions. IN2 and IN3 Unsupervised No Supervised/Unsupervised Supervised(Jumpers 4 and 5 installed) 7 Day Supervision,Radio to NOC No 200 seconds,5 minutes, 200 seconds,5 minutes 60 minutes,7 days 412 Reporting No 412 or Contact ID Contact ID Napco Security Technologies,Inc.,333 Bayview Ave,Amityville,NY 11701 (800)645-9445;fax(631)789-9292 ©NAPCO 2015 A662 04115 mirco,m­rm , METAL FIRE ALARM STATION MS-710U Features ■ Dual Action • Key resettable • Terminal connectors :. :.RU:SH, RAR Gold plated SPST contacts • Optional auxiliary contacts -PULL_ .HgNpLE�� . High-gloss red enamel finish • Plastic breakrod • Meets ADA 5 Ib. maximum manual-force • Mounts on standard single gang box, Mircom's ® BB-700 surface metal backbox or BB-70OWP weather proof backbox Description Specifications Mircom's MS-71OU Manual Station provides manual The manual station shall be Mircom's MS-710U. fire reporting. This high quality,die-cast metal manual Operating instructions shall be in raised English lettering station is a dual action unit with SPST contacts and and the unit shall be constructed of high quality die- terminal strip connections.The normally open contact, cast metal and finished in red enamel paint to provide which closes when the manual station is activated, is quick identification. Pulling the handle shall initiate rated for 1 amp,30 VDC.The contacts are gold plated immediate operation of the alarm detection circuit. All to avoid the risk of corrosion. manual fire alarm stations shall be installed as per the The MS-71 OU is available with a CAT-30 lock and specific requirements outlined in the UL codes,as well keys and mounts on a standard single gang backbox, as all other applicable national or local codes. Final Mircom's BB-700 surface metal backbox or BB-70OWP acceptance is subject to the local authority having weather proof backbox. jurisdiction. The MS-71OU Manual Station is listed for outdoor applications when used with the BB-700WP. Operation The MS-710U Dual Action Manual Station is operated by pushing the bar labelled "PUSH BAR" and then pulling down the handle marked "PULL HANDLE". The MS-71OU Manual Station is reset by opening the station with the key, placing the handle in the normal upright position and re-locking the station. TIN MEA FM L approved APO S7005 S7005 7150-1477128 313-97-E CATALOG NUMBER 5157 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models Specifications Switch Rating: 1 Amp @ 30 VDC 0.1 Amp @ 125 VAC Manual Station Dimensions: 4.9"H x 3.5"W x 2.0"D Color: Red with raised white letters,white manual bar with raised black letters. Surface Mount Backboxes BB-700 Surface Mount BB-70OWP Weatherproof Backbox Surface Mount Backbox Dimensions: Dimensions: 5" H x 3.6"W x2.0"D - 5' H x 3.6"W x2.2" D Typical Wiring Diagram MS-71 OU FROM r t TO NEXT STATION PREVIOUS S` f OR END OF LINE DEVICE STATION NOTES: 1 WIRE AS SHOWN SO THAT SUPERVISION OF CONNECTIONS IS MAINTAINED 2.MOUNT STATION TO 2"x 4"x 21/4"OUTLET BOX. J_ 3.SWITCH RATING'ALL MODELS 1A @ 30VDC, N.0 SWITCH 01A@ 125VAC 4.MAXIMUM WIRE SIZE No.12AWG. Ordering information Model- Description <M&7.101-l„ Dual Action Manual Station BB-700 Series 700 Interior Surface Mount Backbox, Red Finish BB-70OWP Series 700 Weatherproof Surface Mount Backbox, Red Finish NOT TO BE USED FOR INSTALLATION PURPOSES. Distributed by, Canada U.S.A. 25 Interchange Way 4575 Witmer Industrial Estates Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 Telephone:(905)660-4655 Toll Free:(888)660-4655 Fax-(905)660-4113 Fax Toll Free (888)660-4113 Web page* http//www.mircom com Email. mail@mircom com CAT 5157 ISO 9001:2008 rRev 6 REGISTERED `,� 1 $0 E11!71 PHOTOELECTRIC SMOKE DETECTORS i3 SERIES Features Plug-in detector line—mounting base included Large wire entry port ,f = In-line terminals with SEMS screws Mounts to octagonal and single-gang backboxes,4-square backboxes, or direct to ceiling ` Stop-Drop'N LockTm attachment to base n - Removable cover and chamber for easy cleaning T:... , Built-in remote maintenance signaling "�• {` <_ Drift compensation and smoothing algorithms Simplified sensitivity measurement Wide angle,dual color LED Indication Loop testing via EZ Walk feature • Built-in test switch Description Engineering Specifications The BTM series smoke detectors represent a significant Smoke detector shall be an D Series model listed to advancement In conventional detection.The B family is Underwriters Laboratories UL 268 for Fire Protection founded on three principles:Installation Ease,Intelligence, Signaling Systems.The detector shall be a photoelectric and Instant Inspection. type(model 2W-B,4W-B)or a combination photoelectric/ Installation Ease thermal(model 2WT B,4WT-B)with thermal sensor rated at 135°F(572°C).The detector shall include a mounting The i3 line redefines Installation ease with its plug-in design. base for mounting to 3'/cinch and 4-inch octagonal,single This allows an installertopre-wire the bases included with gang,and 4-inch square back boxes with a plaster ring,or the heads.The large wire entry port and in-line terminals direct mount to the ceiling using drywall anchors.Wiring provide ample room for neatly routing the wiring inside connections shall be made by means of SEMS screws. the base.The base accommodates a variety of back box The detector shall allow pre-wiring of the base and the mounting methods as well as direct mounting with drywall head shall be a plug-in type. The detector shall have a anchors.To complete the installation, i3 heads plug-in to nominal sensitivity of 2.5%perfoot nominal as measured the base with a simple Stop-Drop`N Lock action. in the UL smoke box. The detector shall be capable of Intelligence automatically adjusting its sensitivity by means of drift B detectors offer a number of Intelligent features to compensation and smoothing algorithms. The detector simplify testing and maintenance. Drift compensation shall provide dual color LED indication which blinks to and smoothing algorithms are standard with the i3 line, indicate power up,normal standby,out of sensitivity,alarm, to minimize nuisance alarms. When connected to the and freeze trouble (model 2WT B, 4Wr-B) conditions. 2W-MOD2 loop test/maintenance module, or a panel When used in conjunction with the 2W-MOD2 module,2- equipped with the 2 protocol, 2-wire i3 detectors are wire models shall include a maintenance signal to indicate capable of generating a remote maintenance signal when the need for maintenance at the alarm control panel,and they are in need of cleaning.This signal Is Indicated via shall provide a loop testing capability to verify the circuit an LED located at the module and the panel.To read the without testing each detector individually. sensitivity of i3 detectors, the SENS-RDR is a wireless device that displays the sensitivity In terms of percent per Tamper-Resistant Feature foot obscuration. DIRECT MOUNT ROLES Instant Inspection The B series provides wide angle red and green LED indicators for instant inspection of the detector condition, indicating: normal standby, out-of-sensitivity, alarm, or o freeze trouble conditions. When connected to the 2W SNAPOFFTAB MOD2 loop test/maintenance module or a panel with FORTAMPERLOCK the i3 protocol,the EZ Walk loop test feature is available TAMPER RELEASE TAB on 2-wire i3 detectors.This feature verifies the initiating loop wiring by providing LED status Indication at each detector. UMEA F M MSFM approved approved APPROVED CATALOG NUMBER 5128 NOT TO BE USED FOR INSTALLATION PURPOSES. Mircom reserves the right to make changes at any time without notice in prices,colours,materials,components,equipment,specifications and models and also to discontinue models Wiring Diagrams 2W-113 and 2WT-B Wiring Diagram 4W-13 and 4WT-13 Wiring Diagram 2-WARE + EOL AUX OR + YRESISTOR ZONE _ RESISTOR SMOKE POWER RAd00Z RA— IOC 00000 000000 00000 2-WIRE z z D CONTROL z Q o CONTROL p + O + PANEL p M PANELy2W-B OR 2W-B OR 4w-BOR 2Wi$ 2Wi-8 4wr-B Electrical Specifications Operating Voltage Standby Current Peak Standby Current Nominal:12/24 V non-polarized 2-wire:50 pA maximum average 2-wire 100 NA Min.-8.5 V 4-wire:50 NA maximum average 4-wire n/a , Max.:35 V Maximum Alarm Current Alarm Contact Ratings Maximum Ripple Voltage 2-wire:130 mA limited by control panel 2-wire n/a 30%of nominal(peak to peak) 4-wire:20 mA @12V,23mA @ 24V 4-wire 0.5 A @ 30V AC/DC LED Modes Power Up Sequence for LED Indication LEDMode' . 'Green-'LED, Red"LED, Condition Duration Power up Blink every 10 secs Blink every 10 secs Initial LED status Indication 80 seconds Normal(standby) Blink every 5 secs off Out of sensitivity off Blink every 5 secs Freeze trouble off Blink every 10 secs Alarm loff I Solid Physical Specifications Operating Temperature Range Sensitivity Mounting 2W-B and 4W-B 2 5%/ft.nominal -3'/cinch octagonal back box 32°F-120°F(0°C-49°C) Input Terminals -4-Inch octagonal back box 2WT-B and 4WT-B, 14-22 AWG -Single gang back box 32°F-100°F(0°C-37.8°C) Dimensions(including base) -4-inch square back box with a Operating Humidity Range 5.3 Inches(127 mm)diameter plaster ring 0 to 95%RH non-condensing 2.0 inches(51 mm)height -Direct mount to ceiling Thermal Sensor Weight 135°F(57.2°C)fixed 6.3 oz.(178 grams) Freeze Trouble 2WT-B and 4WT-B only 41°F(5°C) Ordering Information Model Number Thermal Wiring Alarm Current 21MB, No 2-wire 130 mA max.limited by control panel 2WT-B Yes 2-wire 130 mA max limited by control panel 4W-B No 4-wire 20 mA @ 12V,23mA @ 24V 4WT-B Yes 4-wire 20 mA @ 12V,23mA @ 24V Accessories 2W-MOD2 13 Series 2-wire loop test/maintenance module SENS-RDR i3 Series Sensitivity Reader A77-AB2 2 Series Retrofit Adapter Bracket RT 2 Series Removal/Replacement Tool NOT TO BE USED FOR INSTALLATION PURPOSES. RVAR Distributed by Ism Akk' Canada U.S.A. 25 Interchange Way 60 Industrial Parkway,PMB 278 Vaughan,Ontario L4K 5W3 Cheektowaga,New York 14227 Telephone:(905)660-4655 Toll Free.(888)660-4655 Fax:(905)660-4113 Fax Toll Free (888)660-4113 Web page http//www mlrcom cwm Email mail@mircom.com OQ CAT 5128 71.n Rev 3 SYSTEM tit.itilil5ENSOR t. 1 1 1 1 u 1010'�1 60 .3000 ,0 i4lll Indoor Selectable- _f Output Horns, t, - `s is �i �.�.}aAY.4x°I'"`\2�4<j f Strobes, and km ;wy Horn Strobes for Wall Applications System Sensor L-Series audible visible notificationiik .Y products are rich with features guaranteed to cut installation times and maximize profits with lower ( current draw and modern aesthetics Features • Updated Modern Aesthetics The System Sensor L.-Series offers the most versatile and • Small profile devices for Horns and Horn Strobes easy-to-use line of horns,strobes,and horn strobes in the industry with lower current draws and modern aesthetics With white and red • Plug-fn design with minimal intrusion into the back box plastic housings,standard and compact devices,and plain,FIRE, • Tamper-resistant construction and FUEGO-printed devices,System Sensor L-Series can • Automatic selection of 12-or 24-volt operation at 15 and 30 meet virtually any application requirement candela The L-Serres line of wall-mount horns,strobes,and horn strobes • Field-selectable candela settings on wall units include a variety of features that increase their application versatility 15,30,75,95, 110, 135,and 185 while simplifying installation All devices feature plug-in designs • Horn rated at 88+dBA at 16 volts with minimal intrusion into the back box,making installations fast • Rotary switch for horn tone and two volume selections and foolproof while virtually eliminating costly and time-consuming ground faults • Mounting plate for all standard and all compact wall units • Mounting plate shorting spring checks wiring continuity before To further simplify installation and protect devices from construction device installation damage,the L-Senes utilizes a universal mounting plate for all • Electrically Compatible with legacy SpectrAlert and SpectAlert models with an onboard shorting spring,so installers can test wiring Advance devices continuity before the device is installed • Compatible with MDL3 sync module Installers can also easily adapt devices to a suit a wide range • Listed for wall mounting only of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections Agency Listings SIGNALING u� FM LISTED APPROVED S5512FM approvetl except 7125-16530504 54011 for ALERT models 7135-15530503 3057383,3057072 L-Series Specifications General L-Series standard horns,strobes,and horn strobes shall mount to a standard 2 x 4 x 1 7/8-inch back box,4 x 4 x 11/2-inch back box,4-inch octagon back box,or double-gang back box.L-Series compact products shall mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceding and wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,L-Series products,when used with the Sync•Circurt''Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circurt Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17 5 volts,24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor L-Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply. Strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95,110, 135,and 185. Strobe The strobe shall be a System Sensor L-Serres Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circwt model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires The module shall mount to a 411/16 x 411/16 x 21/8-inch back box The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit The module shall synchronize multiple zones Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR'2 Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDU Sync Module 8.5 to 17 5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6-L x 4.7"W x 1 91-D(143 mm L x 119 mm W x 49 mm D) Compact Wall-Mount Dimensions(including lens) 5.26"L x 3.46"W x 1.91"D(133 mm L x 88 mm W x 49 mm D) Horn Dimensions 5.6-L x 4.7-W x 1.25-D(143 mm L x 119 mm W x 32 mm D) Compact Horn Dimensions 5 25"L x 3.45"W x 1.25"D(133mm L x 88mm W x 32mm D) 1 Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.Strobe products will operate at 12 V nominal only for 15 cd and 30 cd. r .- UL Current Draw Data - o 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 88 43 60 Temporal High 39 44 54 Range 30 143 63 83 Temporal Low 28 32 54 75 N/A 107 136 Non-Temporal High 43 47 54 95 N/A 121 155 Non-Temporal Low 29 32 54 110 N/A 148 179 3 1 KHz Temporal High 39 41 54 135 N/A 172 209 3.1 KHz Temporal Low 29 32 54 185 N/A 222 257 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3 1 KHz Coded High 42 43 54 UL-Max.Current,Draw(rhA RMS),2-Wire Horn lip.,Candela Range(715�115,cd) 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 110cd 135cd 185cd TemparaLHigh 98 158 54 74 121- 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 Non-Temporal High 106 166 73 94 139 160 182 211 262 Non-Temportal Low 93 156 51 71 119 139 162 190 239 3 1 K Temporal High 93 156 53 73 119 140 164 190 242 3.1 K Temporal Low 91 154 45 66 112 133 160 185 235 3.1 K Non-Temporal High 99 162 69 90 135 157 175 208 261 3 1 K Non-Temporal Low 93 156 52 72 119 138 162 192 242 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 83 107 156 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non-Temporal High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3 1 K Temporal High 81 105 155 177 196 234 284 3.1 K Temporal Low 68 90 145 166 186 222 276 3.1 K Non-Temporal High 104 131 177 204 230 264 326 3 1 K Non-Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data StrobeHorn and Horn a .: 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3 1 KHz Temporal Low 76 82 82 7 31 KHz Non-Temporal High 84 89 89 8 3 1 KHz Non-Temporal Low 77 83 83 9* Coded High 85 90 90 10` 3 1 KHz Coded High 84 89 89 .Settings 9 and 10 are not available on the 2-wire horn strobes L-Series Dimensions 1.91 3.46 125 3.46 1.25 00000000 1°e°oi°1°o°e°i000,o o°o°o°o°o e11oae 000 .e.1.4e.41. ° 0°0°0°0°0 5.27 5.27 opo0 100°0° °0go000000001 00000000°0000 oeoeoeoeoeoeo 0101°10101110 Le elel11e1�e ° ° Compact Strobe/Horn Strobe Compact Horn 4.70 1.91 4.70 � 1.25 1.25 5.67 If ff .67 o Ie e1111111111111111111111111111111111111111111111111111.1..1.1.0 Strobe/Horn Strobe Horn L-Series Ordering Information Model Description, Model Description Wall Horn Strobes Horns P2RL- 2-Wire,Horn Strobe,Red HRL Horn,Red P2WL 2-Wire,Horn Strobe,White HWL Horn,White P2GRL 2-Wire,Compact Horn Strobe,Red HGRL Compact Horn,Red P2GWL 2-Wire,Compact Horn Strobe,White HGWL Compact Horn,White P2RL-P 2-Wire,Horn Strobe,Red,Plain Accessories P2WL-P 2-Wire,Horn Strobe,White,Plain TR-2 Universal Wall Trim Ring Red P2RL-SP 2-Wire,Horn Strobe,Red,FUEGO TR-2W Universal Wall Trim Ring White P2WL-SP 2-Wire,Horn Strobe,White,FUEGO SBBRL Wall Surface Mount Back Box,Red Wall Strobes SBBWL Wall Surface Mount Back Box,White SRL Strobe,Red SBBGRL Compact Wall Surface Mount Back Box,Red SWL Strobe,White SBBGWL Compact Wall Surface Mount Back Box,White SGRL Compact Strobe,Red SGWL Compact Strobe,White SRL-P Strobe,Red,Plain SWL-P Strobe,White,Plain SRL-SP Strobe,Red,FUEGO SWL-CLR-ALERT Strobe,White,ALERT Notes: All-P models have a plain housing(no"FIRE"marking on cover) All SP models have"FUEGO"marking on cover All-ALERT models have"ALERT'marking on cover ���EIY/ 3825 Ohio Avenue•St.Charles, IL 60174 02017 System Sensor •7/��` Phone 800-SENSOR2•Fax 630-377-6495 Product specifications suolect to change without notice Visit syslemsensorcom SENSOR y for current protluchnformacAV S8660g the latest version of this data sheet \Y\V O� www.s stemsensor,com AVDS66503•D3/17 z a SYSTEM SENSOR table- Indoor Selec _:. output Strobes and Horn Strobes for = 9 Ceiling Applications System Sensor L-Series audible visible notification `T" ' r ' products are rich with features guaranteed to cutair installation times and maximize profits with lower current draw and modern aesthetics. Features The System Sensor L-Series offers the most versatile and easy-to-use line of horns,strobes,and horn strobes in the industry • Plug-in design with minimal intrusion into the back box with lower current draws and modern aesthetics With white and red • Tamper-resistant construction plastic housings,wall and ceiling mounting options,System Sensor • Automatic selection of 12-or 24-volt operation L-Series can meet virtually any application requirement. at 15 and 30 candela The entire L-Series product line of ceiling-mount strobes and horn • Field-selectable candela settings on ceiling units strobes include a variety of features that increase their application 15,30,75,95,115, 150,and 177 versatility while simplifying installation.All devices feature a plug-in • Horn rated at 88+dBA at 16 volts design with minimal intrusion into the back box,making installations • Rotary switch for horn tone and two volume selections fast and foolproof while virtually eliminating costly and time- consuming ground faults • Universal mounting plate for ceiling units • Mounting plate shorting spring feature checks wiring continuity To further simplify installation,the L-Serres utilizes a universal before device installation mounting plate so installers can mount them to a wide array of back • Electrically Compatible with legacy SpectrAlert and SpectrAlert boxes With an onboard shorting spring,installers can test wiring Advance devices continuity before the device is installed. • Compatible with MDL3 sync module Installers can also easily adapt devices to a suit a wide range of • Listed for ceiling mounting only application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections Agency Listings SIGNALING = F iVl �`-- @ R� APPROVED LISTED S5512 FM approved except 1125-16530504 54011 for ALERT models 7135-16530503 3057383 L-Series Specifications Arc-hitept/Engineer Specifications General LSenes ceiling-mount strobes and horn strobes shall mount to a standard 4 x 4 x 11h-inch back box,4-inch octagon back box,or double- gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,L-Series products,when used with the Sync•Circuif"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16 5 and 33 volts.,lndoor L-Serres products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply Ceiling strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95,115,150,and 177. Strobe The strobe shall be a System Sensor L-Serres Model listed to UL 1971 and shall be approved for fire protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two,audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circwt model MDL3 listed to UL 464 and shall be approved for fire protective service The module shall synchronize L-Series strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires The module shall mount to a 411/16 x 4 11/16 x 2 1/8-inch back box The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control The module shall not operate on a coded power supply Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 VDC or regulated 24 DC/FWR1 Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range(MDL3) 8 5 to 17.5V(12 V nominal)or 16 5 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6 8"diameter x 2.5"high(173 mm diameter x 64 mm high) Ceiling-Mount Surface Mount Back Box Skirt Dimensions 6.9"diameter x 3 4"high(175 mm diameter x 86 mm high) (SBBCRL,SBBCWL) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 30 cd AVOS86800 UL Current Draw Data WINUMIMirn."MMI!, 1111511i A, I 8-17.5 Volts 16-33 Volts Candela DC DC FWR 15 87 41 60 30- 153 63-�i 86 75 N/A 111 142 95 N/A 134 164 115 N/A 158 191 150 N/A 189 228 177 N/A 226 264 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 115cd 150cd 177cd ,Temporal-High 103 167 71 90 143 165 187 217 254 Temporal Low 96 165 54 71 137 161 185 211 249 Non-Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1 K Temporal High 111 164 69 94 147 163 184 229 257 3.1 K Temporal Low 103 163 54 88 143 155 185 212 252 3.1 K Non-Temporal High 111 172 69 94 144 164 202 229 271 3.1 K Non-Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non-Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1 K Temporal High 108 135 179 200 225 255 289 3 1 K Temporal Low 79 101 150 171 196 229 260 3 1 K Non-Temporal High 108 135 179 200 225 255 289 3 1 K Non-Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data StrobeHorn and Horn • .: 8-17.5 16-33 Volts Volts Switch Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non-Temporal High 85 90 90 4 Non-Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 68 6 3.1 KHz Temporal Low 76 82 82 7 3 1 KHz Non-Temporal High 84 89 89 8 3 1 KHz Non-Temporal Low 77 83 83 AVDS86800 L-Series Dimensions 2.47 6.83 1.37 06.92 �2.50 „w.v4r•, tit o�o O o o ® o 0 c Q o 0 Ceiling-Mount Horn Strobes Ceiling Surface Mount Back Box o ® m m Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box L-Series.Ordering Information Ceiling Horn Strobes• Ceiling Strobes PC 22L 2-Wire,Horn Strobe,Red :_SCR L- - Strobe,Red PC2WL 2-Wire,Horn Strobe,White SCWL Strobe,White SCWL-CLR-ALERT Strobe,White,ALERT Accessories TRC-2 Universal Ceiling Trim Ring Red TRC-2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box,Red SBBCWL Ceiling Surface Mount Back Box,White SYSTEM ©2017 System Sensor, 3825 Ohio Avenue•St Charles, IL 60174 Product specification subject to change without notes Visit systemsensorcom ® Phone 800-SENSOR2•Fax 630-377-6495 for current product information,including the latest version of this data sheet. AVDS86801•03/17 SYSTEM �4 Outdoor Selectable- 1 i�FY Output Horns, -- u Strobes, and Horn Strobes for Wall Applications SPECTrt SpectrkerP Advance outdoor audible visible products a o v '°` ^' c E are rich with features that cut Installation times and maximize profits. Features SpectrAlert Advance offers the broadest line of outdoor horns, • Weatherproof per NEMA 4X,IP56 strobes,and horn strobes in the industry With white or red plastic housings,wall or ceiling mounting options,and plain or FIRE-printed • Listed to UL 1638(strobe)and UL 464(horn) devices,SpectrAlert Advance can meet virtually any application ' • Compatible with System Sensor synchronization protocol and requirement,including indoor,outdoor,wet,and dry applications in legacy SpectrAlert products temperatures from—40°F to 151 IF. • Field-selectable candela settings 15,15/75,30,75,95, 110, 115, 135, 150,177,and 185 Like the entire SpectrAlert Advance line,outdoor horns,strobes, and horn strobes for wall applications include a variety of features • Automatic selection of 12-or 24-volt operation at 15 and that increase application flexibility and simplify installation.First, 15/75 candela field-selectable settings,including candela,automatic selection of • Rotary switch for horn tone and three volume selections 12-or 24-volt operation,horn tones,and three volume options enable • Horn rated at 88+dBA at 16 volts installers to easily adapt devices to meet requirements • Rated from—40°F to 151 IF Next,SpectrAlert Advance devices use a universal mounting plate • Universal mounting plate with an onboard shorting spring that for both wall and ceiling applications This mounting plate includes tests wiring continuity before devices are installed an onboard shorting spring that ensures wiring continuity before • Plug-in design with minimal intrusion into the back box devices are installed,so installers can verify proper wiring without mounting the devices and exposing them to potential construction • Tamper-resistant construction damage Once the plates are mounted,all SpectrAlert Advance • Listed for ceiling or wall mounting devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults Outdoor devices ship with weatherproof plastic back boxes(metal back boxes are available separately)that accommodate in-and- Agency Listings out wiring for daisy chaining devices Plastic back boxes feature removable side flanges and improved resistance to saltwater SIGNALING corrosion Knock-outs located on the back eliminate the need to drill U - holes for screw-in mounting.Plastic and metal weatherproof back boxes come with 3/4-inch top and bottom conduit entries and 3/4-inch LISTED F M MEA 73 00-1 653 187(outdoor strobes) approved 7125-1653188(horn strobes, knock-outs at the back.A screw-in NPT plug with an O-ring gasket S4011(chimes horn strobes horns) APPROVED pp chime strobes) 53593(outdoor and alert strobes) 3023572 MEA452-05-E 7135-1653189(horns,chimes) for a watertight seal is included with each back box. SpectrAlert Advance Outdoor Horn,Strobe,and Horn Strobe Specifications Arch itect/Engi neer Specifications General SpectrAlert Advance outdoor horns,strobes,and horn strobes shall mount to a weatherproof back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate. Also,SpectrAlert Advance products,when used with the Sync•Circwt'"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 9 and 17.5 volts,24-volt-rated notification appliance circuit outputs shall operate between 17 and 33 volts.Outdoor SpectrAlert Advance products shall operate between—40 and 151 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,15/75,30,75,95,110, 115, 135,150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL.The strobe shall be suitable for use in wet environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous)pattern.These options shall be set by a multiple position switch. On four-wire products,the strobe shall be powered independently of the sounder.The horn or horn strobe models shall operate on a coded or non-coded power supply.The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The horn strobe shall be suitable for use in wet environments. Specifications Temperature —40°F to 151 OF(-40°C to 66°C) Strobe Flash Rate 1 flash per second Nomirial,Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR7 Operating Voltage Rangel 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6-L x 4 7"W x 2 5-D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6"L x 4 7"W x 1 3-D(142 mm-L x 119 mm W x 33 mm D) Wall-Mount Weatherproof Back Box Dimensions(SA-WBB) 5 7-L x 5.1-W x 2 O-D(145 mm L x 130 mm W x 51 mm D) Notes: 1 Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 and 15/75 cd. AVDS01201 UL Current Draw Data UL Max. .°- 'Current Draw(mA RMS) UL Max.Horn Current Draw(mA,RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-Temporal High 57 56 69 75 95 NA NA 181 176 Non-Temporal Medium 42 50 60 69 110 NA NA 202 195 Non-Temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS)�2-Wire Horn Strobe,StOridard,Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15!75 15 15/75 30 75 95 110 115 Tempotat-Higha 137 147 79 90 107 176= 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 1B4 194 201 Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 Strobe,:UL Max.Current Draw(mA RMS),2'-wire Horn, ° - - 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed be o candela ratings must be reduced in accordance with °8-17.5 16-33 24-Volt Nominal this table. Switch Sound Volts Volts Reverberant Anechoic Strobe Output(cd) Position Pattern dB DC FWR DC FWR DC FWR DC FWR Listed Candela Candela rating at—40°F 1 Temporal High 78 78 84 84 88 88 99 98 15 2 Temporal Medium 74 74 80 80 86 86 96 96 15/75 Do not use below 32°F 3 Temporal Low 71 73 76 76 83 80 94 89 30 4 Non- High 75 44 Temporal 82 82 88 88 93 92 100 100 95 70 5 Non- Medium 110 110 Temporal 78 78 85 85 90 90 98 98 115 115 6 Non- Low 75 75 81 81 88 84 96 92 135 135 Temporal 150 150 7t Coded High 82 82 88 88 93 92 101 101 177 1177 8t Coded Medium 78 78 85 85 90 90 97 98 185 1186 9t Coded Low 75 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobe AVDS01201 SpectrAlert Advance Diagrams 4.7 4 2.5" 5.6" ° 0 0 Wall-Mount Horn Strobes ® ® Wall Plastic Weatherproof Back Box ®® 0 w Wall-Mount Horn Strobe with Plastic Weatherproof Back Box SpectrAlert Advance Ordering Information Wall Horn Strobes P2HK*t 2-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) P2RHK*t 2-Wire Horn Strobe,High cd,Red,Outdoor(includes plastic weatherproof back box) P2WK*t 2-Wire Horn Strobe,Standard cd,White,Outdoor(Includes plastic weatherproof back box) P2WHK*t 2-Wire Horn Strobe,High cd,White,Outdoor(Includes plastic weatherproof back box) P4RKt 4-Wire Horn Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) P4WK 4-Wire Horn Strobe,Standard cd,White,Outdoor(Includes plastic weatherproof back box) P2RHK-120 2-Wire Horn Strobe,High cd,Red,Outdoor,120 V(Includes plastic weatherproof back box) Wall Strobes SRK*t Strobe,Standard cd,Red,Outdoor(includes plastic weatherproof back box) SRHK*t Strobe,High cd,Red,Outdoor(Includes plastic weatherproof back box) SWK*t Strobe,Standard cd,White,Outdoor(includes plastic weatherproof back box) SWHK*t Strobe,High cd,White,Outdoor(includes plastic weatherproof back box) Horns HRKt Horn,Red,Outdoor(includes plastic weatherproof back box) Accessories SA-WBB Red,Metal Weatherproof Back Box SA-WBBW White,Metal Weatherproof Back Box Notes- *Add"-P"to model number for plain housing(no"FIRE"marking on cover),e g,P2RK-P. t Add"-R"to model number for weatherproof replacement device(no back box included),only for use with weatherproof outdoor flush mounting plate,WTP and WTPW. "Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings "High cd"refers to strobes that include 135,150,177,and 185 ca(((ndela settings When replacing standard outdoor units both the device and back box must be replaced. STEM ©2012 System Sensor 3825 Ohio Avenue•St.Charles,IL 60174 Product specificatons subject to change wthout notice Visit systemsensor com SENSOe Phone 800-SENSOR2•Fax 630-377-6495 for current product information,including the latest version of the data sheet RAVDS01201•3112 SEMYST SENSOR® SSM/SSV Series Alarm Bells System Sensor's SSM and SSV senes bells are low current,high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Reliable Performance.The SSM and 5SV series provide loud •Approved for indoor and outdoor use resonant tones The SSM series operates on 24VDC and are motor driven,while the SSV series operates on 120VAC utilizing a vibrating Low current draw mechanism High dB output Available in six-inch,eight-inch,and ten-inch sizes Simplified Installation.For indoor use,the SSM and SSV series mount to a standard four-inch square electrical box.For outdoor AC and DC models applications,weatherproof back box,model number WBB,is used DC models polarized for use with supervision circuitry Mount directly to standard four-inch square electrical box indoors The SSM and SSV series come pre-wired,to reduce installation time SSM and SSV series pre wired The SSM series incorporates a polarized electrical design for use with supervision circuitry Agency Listings U` ©U C 0 Fm MEA LISTED 7135-1653125 approved 54011 05549 3005255 7135-1653100 331-01-E SSM/SSV Specifications Architectural/Engineering Specifications Model shall be a SSM or SSV Series alarm bell Bells shall have underdone strikers and operating mechanisms Gongs on said bells shall be no smaller than nominal 6%8%10"(specify size)with an operating voltage of 24VDC or 120VAC(specify by part number)Bells shall be suitable for surface or semi-flush mounting.Outdoor surface mounted installations shall be weatherproof(using optional WBB weatherproof electrical box)Otherwise bells shall mount to a standard 4"square electrical box having a maximum projection of 21/2"Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal,and approved by Factory Mutual and MEA Physical/Operating Operating Temperature Range —31°F to 1407 Operating Voltage SSM series 24 VDC SSV series 120VAC Termination Provided with 2 sets of leads for in/out wiring Service Use Fire Alarm,General Signaling,Burglar Alarm Warranty 3 years Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output(dBA) (inches) Limit SSM24-6 6 Regulated 24VDC 16 to 33VDC DC-31 1 mA/FWR-53 5mA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-535mA 80 t"-SSM24A O- 10 Regulated 24VDC 16 to 33VDC DC-31 1 mA/FWR-53 5mA 81 SSW 20-6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96 to 132VAC 53mA 82 SSV120-10 10 Regulated 120VAC 96 to 132VAC 53mA 82 Sound output measured at Underwriter Laboratories,as specified in UL464 Ordering Information ULIFM Model Noi ULC/Canadian Model No. Description SSM24-6 SSM24-6A Bell,6',24VDC,Polarized,82cIBA SSM24-8 SSM24-8A Bell,8-,24VDC,Polarized,80dBA SSM24-10 SSM24-10A Bell,10-,24VDC,Polarized,81 dBA SSV120-6 SSV120-6A Bell,6,120VAC,85dBA SSV120-8 SSV120-8A Bell,8,120VAC,82dBA SSV120-10 SSW 20-10A Bell,10-,120VAC,82dBA WBB Weatherproof back box for SSM and SSV series,when installed outdoors "STEM 02007 System Sensor ✓�,�J��®� 3825 Ohio Avenue•St Charles,IL 60174 Rodounnt fimoatuf—tato change vmhartuding the eo-t msKrtsysres data sheet 0 Phone-800-SENSOR2•Fax 630-377-6495 N entproduRinfo natlon,md008-4/07-#1Isesonof h daashee[ A05-0260-008.4/07•#1676 (E) POTTER RTS-O/RTS-C The Symbol of Protection ROOM TEMPERATURE SWITCH Listings: UL,cUL Listed Enclosure: White ABS Dimensions: 2 1/16"W x 3 7/16"L x 1 1/4"H (5,2cm W x 8,7cm L x 3,2cm H) Sensor: Epoxy sealed stainless steel case,bi-metallic operating mechanism. ® Contacts: Silver clad,available normally open or normally closed --- - Electrical Rating: I Amp at 24VDC Temperature Setting: 40°f5°F(4,5°f3°C) Terminals: Screw Terminals Mounting: Wall Mount,Surface "• RTS-0 Stock No 1010108 - RTS-C Stock No. 1010109 C U� us LISTED Application Description The RTS Series complies with the requirements of NFPA 13 and 72 Each unit,consists of a bi-metal operating mechanism, featuring for a room temperature switch to operate at 40°F to protect a dry pipe hermetically sealed precious metal contacts, N.O. or N.C., which valve from freezing.The RTS can also be used for other temperature automatically reset for repetitive operation, eliminating the need for detection applications. sensing element replacement. Small compact design,highly resistant to vibration and corrosion.Easily Operation installed using the enclosed hardware or adhesive mounting pad. The normally open detector,RTS-O,will close the contact when the Screw terminals permit easy installation in single or multiple temperature drops below 40°F(4,5°C).The normally closed detector, detector circuits RTS-C,will open the contact when the temperature drops below 40°F (4,5°C).The detector will automatically reset to the normal state when Features: the temperature rises above 40°F(4,5°C). Easily installed The RTS Series Room Temperature Sensors are precision engineered, Completely sealed sensor,moisture and vapor resistant designed and manufactured for commercial or residential use. Highly resistant to vibration and corrosion • Highly sensitive to temperature changes • No sensitivity loss due to aging • Repetitive operation without the need to replace sensing elements • Small compact design • Precision and quality at low cost Customer: Project: Engineer: Architect: PRO or P0: QTY: Potter Electric Signal Co,LLC•St Louis,MO•Cust Service 866-240-1870•Tech Support 866-956-1211 • Canada 888-882-1833•wwwpottersignal com PRINTED IN USA MKT#8820013-REV J PAGE 1 OF 1 6/11 S LA1105 lame General Purpose Battery Batteries Battery Specification Sheet Technical Charging Nominal Voltage 12.0 V Initial Charging Current 3.6 A Nominal Capacity(20HR) 12.OAh Cycle Use 14.4V-15.OV at 25°C(77°F) Chemistry Lead Acid (AGM) Standby Use 13.5V-13.8V at 25°C(77°F) Physical Length 151 mm 5.94 in. Width 98 mm 3.86 in. Height 93 mm 3.66 in. 'as k- Total Height(w/terminals) 98 mm 3.86 in. ,M; Weight 4.1 kg 9.02 lbs Terminal Type .187" Faston `<3 Case Material Black ABS s Capacity 20HR,0.6A to 10.50V,25°C/77°F 12.OAh 1 OHR, 1.14A to 10.50V,25°C/77OF 11.4Ah 5HR,2.04A to 10.20V,25°C/77°F 10.2Ah 1C, 12A to 9.60V,25°C/77°F 6.8Ah I2�" 3C,36A to 9.60V,25°C/77°F 4.8Ah Maximum Discharge Current 135A(5 seconds) 665 1T1 ❑ j25 1495 Self Discharge to 80% 6 months @ 25"C 11 I &5 Internal Resistance 13 mn (°5 °el T 1 " FOR 12V Discharge Time VS.Discharge Current(25 C ) p BATTERY 13.0 ____ _-__ 120 ----+— I — BAZR2 MH 18830 11.0 1 14A 0 6A too =204A 98_1(3.86±0.04) 151±1(5.94±0.04) 36A12A __ 9 4 O 47 .0 co 1 2 4 8 8 10 20 40 60 2 5 6 6 10 20 M flours 7 M Discharge Time as w interstatebatteries.com Specifications are subject to change w/out notice. ©Interstate Battery system or America,Inc 10/12 SLA9 105 line General Purpose Battery Batteries Battery Specification Sheet Effect of Temperature on Capacity 25'C(77'F) t'.%i Capacity Retention Characteristic 420 - -r--- We 1aa - u;'cA z U T3 0 35CA Be60__ BCA g I tSi160� V o 13 40 - o_las 1 20 r i� 0 •20 100 10 20 30 40 50 0 3 6 .9 12 15 's1< 32co ce D6 104 222 Storage Time(months) Temperature Trickle(or float)Service Life Cycle Service Life to - - - Otu°ins y�u13r..a 120 t-)Ca,aa rv2 a"?101 udI I-)3CA 13t 2.,,a°re,rc a,Kn..y,.,ou,� Ins vpe 5 0 10a [ i .T. 3 80 Z!2 x•22-52•. tUri 1t'. � w 60 oucmrgo o.°m tool msonarso-oeetn sax i J U Oincnarga0 5°Y 40 95 20 0 20 3040 53 (r) 0 200 400 Goo Soo 1000 1200 R3 . 104 123 (') Am brant Temp®ratu re Wumber of Cycles(times) -PERFORMANCE DATA Discharge Rates in Watts to Various End Voltages at 25°C(77°F) 5 min 469 527 563 584 596 602 10 min 299 A r 335 358,^_ 372 - - 379 383 15 min 221 246 261 270 275 278 30 min-, 119 i32 140 145 148° 149 60 min 836 850 85 4 _856 85 8 86.1 120 - m1n 44.1 _ _ 44 if _---45.0 ---451 -452_--__ ,454 180 min 351 357 359 360361_ 36 2 240 min 28.2 28 7_ - 28.8 p r 2,89, _.: 290 29.1 300 min 24.1 24 5 246 24 7 24 7 248 y - 600min 14.2 145 14.5 - 146 a- 14.6 14.7 1200 min 747 -7-59 7 63 7 65 7.87 766 -'Discharge Rates in Amperes to Various End Voltages at 25 C(77°F) 11.1 0V io.80Vt r 10.2.0 •ov 9.60V 5 min 42.7 479 51 2 53 1 54.2 54 7 10 miri 26.7 299 32.0 33.2 33 8 34 2= 15 min 19 4 21 6 229 237 24.1244 30' min. __.."10.2 1i 3a 12.0 ' . - - 124... - =12.7 __ ._1213 60 min 709 7 20 7 24 7 25 7.27 7.30 120 mitt 3.72 3.78 J 3 66- 361 3 82 3 83 180 min 2 95 3.00- 302 3.0 - 2 3 03 3_04 -- - - 240 min 2.36 2.40 2.41 242 ° 2.42 2.43 300 min 2.01 2.04 2.05 2.06 206 _207 600 min _ 1.18 1.20 1.21 i 21 1.21 1 22 1200 min 0.62 063 0.63 063 064 064 All data on the spec.sheet is an average"value: The tolerance range:X<6min(+15%--15%),6minsX<10min(+12%--12%),10min <X<60mm(+8%--8%),X>_60min(+5%--5%) interstatebatteries.com Specifications are subject to change w/out notice. ©Interstate Battery system or America,Inc. 10/12 Tame Batteries Battery Specification Sheet SEC1 075 Technical Specifications Nominal Voltage 12 V Nominal Capacity 7.0 Ah (20 Hr Rate) �5 Chemistry Lead Acid-AGM Physical Specifications Length: 151 mm 5.94 in. Width: 65 mm 2.56 in. Height: 93.5 mm 3.68 in. S9.9 Height w/Terminal: 99.9 mm 3.92 in. 93.6 Weight 2.20 kg 4.85 lbs. r g Terminal Type .187' Faston Case Material Black ABS Charging Specifications Max. Charge Current 2.10 A Recommended Charge Current 1.05 A - — tiD5 i?� Y ❑ �2,5 495 Bloc Per Cell Charge Voltage Float 13.513.8 2.252.30 (constant) Cycle 14.415.0 2.4072.50 Capacity Specifications Da Cut-off Voltage 20 Hr Rate (.35A) 7.0 Ah 1.75 volts/cell @ 25°13 10 Hr Rate (.67A) 6.65 Ah Gimenuiom ran(<1-o2) 1.70 volts/cell @ 25°C 5 Hr Rate (1.19A) 5.95 Ah 1.55 volts/cell @ 25°10 1 Hr Rate (4.2A) 4.2 Ah Self Discharge 91%After 3 Months =`y @25-C (77°F) 82%After 6 Months 64%After 12 Months Internal Resistance 20 mSZ Due to changes In the manufacturing processes,specifications are subject to change wuhout notice ,, Y tf w F3ZI 2,MH 1131&3 0 `z Recommended Aaolication:Standby Power Supplies CAUTION:Do not charge in a sealed container.Avoid Short Circuit. Before using this battery In high current applications(>313),consult with Interstate Batteries Notes:Leak-proof/spill-proof. Most SLA(Sealed Lead Acid)batteries now use AGM(Absorbent Glass Mat)technology which has largely replaced the old"gel"technology. In an AGM battery,fiberglass mats absorb the acid and hold It against the lead plates inside the battery. Because the acid is absorbed by the sponge-lake mats,it will not leak or spill(provided proper charging and usage instructions are followed). Additional safety features include the use of special sealing epoxies,tongue-and-groove case and cover construction as well as long sealing paths for post and connectors. Our AGM batteries are approved for all modes of transport(water,road,rail,air,etc.). interstatebatteries.cola 0 Interstate Battery System of America,Inc 09/10 M-90trolle Batteries Battery Specification Sheet SEC1 075 Discharge characteristics (251C) 144 13,6 13OL lag its# iDa a 102 } r �A 1.7 0.7A _ 40 7A1 a,.} 14 7 72 [fill r sa 5.4 0 1 2 4 6 fl10 20 4060 2 4 6 610 20 40 !a 4MInUtg5 dH©ut-5 1 ]krailan of dExi-xLrW Duration of discharge vs.Discharge current 3D 24 11 15 3 Cts y =4 s U 7,5 , 4 N SIT - a aq - c 40 �a A AA1 �Q.AS E11 Q.S 1.4 �,A 5.0 <CA> 111schows3e cur^rrenl=MCAMt7Marginak cc;.pad-ty- interstatebatteries.com ©Interstate Battery System of America,Inc. 09110 FIRE MARSHAL USE ONLY ?`moi T - I A A 11 im SYS & s c 04 __v_L I � A C u C 1 - 0- G k-j N Y, 1 - 1- 935 1 10 N C A A IV Sk, S�' \4 S # DATE: BY: REVISIONS: 1 ELECTRONIC ALARM SYSTEMS . 51 TRADE 7 DRIVE 2 3 51 TRADE ZONE DRIVE 4 RONKONKOMA, N.Y. 11779 5 631-981-1700 RONKONKOMA , NY 11779 . 5 KEY PLAN FIRE ALARM SYSTEM IN TEL F R F & S LLC FAX -0631 - 981 - 1778 104 MILLER PLACE CUTCHOGUE, NY 11935 x 3 3 8acuyatd r =1rt.. ��cay8 EMAIL I @EASLINK . V NORTH ROBERT GRUENER `�,'";• LIC. PROFESSIONAL ENGINEER NYS LLICENSE #070457 P•. t;,` DRAWING LEGEND E869-01 TITLE SHEET DRAWN ]BY: DRAWING #: E869-02 RISER & NOTES K. COLOMBI E869-01 E869-03 1ST FLOOR & MEZZANINE PLAN DATE: SHEET: 06/20/2018 1 OF 3 SCALE: SIZE: AS; NOTED 24"x 36" S Y M B 0 L L E G E N D GENERAL INSTALLATION NOTES: BATTERY STORAGE AREA: SYSTEM SPECIFIC NOTES: SYMBOL DESCRIPTION MODEL 9n 1. ALL WIRING SHALL BE APPROPRIATELY IDENTIFIED BY PERMANENT WIRE MARKERS AND ARE TO INCLUDE POLARITY CIRCUIT AN AREA IN THE BOTTOM OF THE FIRE ALARM CONTROL PANEL HAS BEEN DESIGNATED AS A BATTERY STORAGE AREA. ENTRANCE 1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (2015 EDITION), FACP FIRE ALARM CONTROL/COMMUNICATOR MIRCOM 01 IDENTIFICATION AND DIRECTION OF ORIGIN. OF WIRING INTO THE PANEL MAY NOT ENCROACH ON THIS AREA. INTERNATIONAL FIRE CODE (2015 EDITION), NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (2013 EDITION), AND ANY � #FA30112DDR 2. THE LENGTH OF FREE CONDUCTORS AT EACH DEVICE SHALL BE AT LEAST 8" FOR EASY ACCESS TO CONNECTION OTHER RULES, REGULATIONS OR ORDINANCES AS REQUIRED BY THE LOCAL AHJ.WIRING SPECIFICATIONS: 2. THIS BUILDING DOES NOT CONTAIN ANY APPLIANCES, DEVICES OR SYSTEMS THAT MAY EMIT CARBON MONOXIDE AND AS NAPCO TERMINALS. SUCH NO CARBON MONOXIDE DETECTORS SHALL BE INSTALLED. BUILDING HEATING SHALL BE PROVIDED BY GEOTHERMAL HEAT FAC SOLE PATH CELLULAR COMMUNICATOR #SLECDMA-CFB-PS 01 3. ALL SPLICES SHALL BE PROTECTED IN JUNCTION/SPLICE BOXES. THE FOLLOWING INFORMATION REPRESENTS MINIMUM ACCEPTABLE SIZE AND RATING OF 'WIRE USED FOR A TYPICAL SYSTEM, BY 4. ALL JUNCTION, SPLICE AND PULL BOX COVERS SHALL BE PAINTED RED. CIRCUIT TYPE. PLEASE SEE RISER DIAGRAM DRAWING FOR ANY SPECIAL REQUIREMENTS. 3. FACP SHALL REPORT ALL SIGNALS TO A U.L. LISTED CENTRAL STATION VIA COMMUNICATION METHOD COMPLYING WITH SECTION 907.6.6 OF THE INTERNATIONAL FIRE CODE 2015 EDITION AS ADOPTED BY NEW YORK STATE. MIRCOM 5. ALL CIRCUITS SHALL TEST FREE FROM GROUNDS AND CROSSES BETWEEN CONDUCTORS. ( ) � MANUAL ACTION PULL STATION 01 6. ALL CONVENTIONAL CIRCUITS SHALL BE TESTED FOR PROPER E.O.L. RESISTANCE. GROUND #12 AWG THHN 4. ACTIVATION OF ANY DUCT SMOKE DETECTOR SHALL RESULT IN A SUPERVISORY CONDITION BE REPORTED TO THE FIRE #MS-710U 7. ALL AHU'S WITH A CAPACITY OF 2000 CFM OR GREATER ARE REQUIRED TO HAVE DUCT DETECTORS INSTALLED ON RETURN PRIMARY POWER #12 AWG THNN ALARM CONTROL PANEL, ALL REMOTE ANNUNCIATORS AND TO THE REMOTE SUPERVISING STATION (CENTRAL STATION) PER SIDES. ON AHU'S 15,000 CFM OR GREATER SUPPLY AND RETURN SIDE DUCT DETECTORS ARE REQUIRED. DUCT INTERNATIONAL FIRE CODE (2015 EDITION) SECTION 907.3.1. S PHOTOELECTRIC SMOKE MIRCOM DETECTORS SHALL NOT BE REQUIRED WHEN ALL PORTIONS OF THE BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM INITIATING CIRCUIT #18/2 AWG FPL/FPLP 5. ALL HVAC UNITS SHALL SHUT DOWN UPON ANY BUILDING FIRE ALARM CONDITION. RESTART OF FANS SHALL BE BY DETECTOR #2WB 01 ARE PROTECTED BY SYSTEM CONNECTED AREA SMOKE DETECTORS IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE AND SLC CIRCUIT #18/2 AWG FPL/FPLP MANUAL MEANS AND BE INDEPENDENT OF SYSTEM RESET. NFPA 72 - NATIONAL FIRE CODE. NAC CIRCUIT #16/2 AWG FPL/FPLP 6. REMOTE INDICATING LIGHTS SHALL BE MOUNTED IN IMMEDIATE VICINITY OF ALL CONCEALED SMOKE, HEAT AND DUCT CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 8. ALL AREA SMOKE/HEAT DETECTORS ARE TO BE MOUNTED DIRECTLY TO THE CEILING/DECK ABOVE. IN AREAS WHERE ANNUNCIATOR #16/2 & 18/2 AWG FPL/FPLP DETECTORS. (CODE 3)HORN/STROBE #P2RL 03 7. NOTIFICATION APPLIANCES SHALL BE SYNCHRONIZED TEMPORAL-3 PATTERN HORN WITH SYNCHRONIZED STROBE PER JOISTS ARE 8" OR LESS DETECTORS MAY BE MOUNTED ONTO THE BOTTOM OF THE JOISTS. NFPA/ADA/ANSI REQUIREMENTS. STROBE CANDELA SETTINGS SHALL BE AS INDICATED ON DRAWINGS. CD 9. AUTOMATIC DETECTORS SHALL NOT BE INSTALLED WITHIN 3' OF ANY AIR REGISTERS OR PADDLE TYPE CEILING FANS. CONDUCTERS INSTALLED THROUGH AREAS DESIGNATED AS AN AIR PLENUM MUST BE RATED FOR SUCH USE (TYPE FPLP OR 8. AUDIBLE/VISUAL NOTIFICATION APPLIANCES SHALL BE SIMULTANEOUSLY DEACTIVATED UPON SYSTEM SILENCE PER NFPA 72 SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 03 10. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 720, NFPA 72 AND LOCAL ORDINANCES. EQUIV.) EXCEPT WHEN RUN IN METAL CONDUIT. (2013 EDITION), SECTION 10.13.2. nc (CODE 3)HORN/STROBE (CEILING MOUNT) #PC2RL 9. ALL MANUAL PULL STATIONS LOCATED IN PUBLIC AREAS OR AREAS WHERE THEY MAY BE SUBJECT TO IMPACT DAMAGE \ SCD SYSTEM SENSOR SHALL BE FITTED WITH PROTECTIVE SOUNDING COVERS. O SYNCHRONIZED STROBE (CEILING MOUNT) 03 10. THE DEDICATED FACP BRANCH CIRCUIT BREAKER PANEL LOCATION AND NUMBER AND CENTRAL STATION ACCOUNT NUMBER \ #SCRL SHALL BE LABELED INSIDE FACP DOOR. 11. NEAREST INTERSECTION: MILLER PLACE & COX LANE Ep D SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 01 12. N.Y.S. LICENSE #:12000080939, CONTACT: MICHAEL COLOMBI (CODE 3)HORN/STROBE (WEATHER PROOF) #P2RK Fp-sl SPRINKLER ALARM PRESSURE SWITCH F.B.O. 01 VS SPRINKLER VALVE SUPERVISORY SWITCH F.B.O. 02 ZONE 12 SPAM CIRCUIT FOR FUTURE USE LP SPRINKLER LOW PRESSURE SWITCH F.B.O. 01 ZONE 11 SPARE CIRCUIT FOR FUTURE USE LIT LOW TEMPERATURE DETECTOR P#ROTTSTECR 01 ZONE 10 SPARE CIRCUIT FOR FUTURE USE F WATERFLOW ALARM BELL SYSTEM 01 v ZONE 9 SPARE CIRCUIT FOR FUTURE USE EOL END OF LINE RESISTOR N/A 10 ZONE 8 SPARE CIRCUIT FOR FUTURE USE NOTE: 1. QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. ZONE f ry SPARE CIRCUIT FOR FUTURE USE 5/12 PITCH PER SOUTHOLD ARC ZONE 6 LT EOL Loll TEMPERATURE SUPERVISORY SWITCH ZONE 5 LP EOL LOW PRESSURE SUPERVISORY SWITCH 5-112"20 GA _ STUDS 0 16" ZONE 4 VS VS EOL VALVE SUPERVISORY SWITCHES ZONE 3 ps EOL M EOL FI HATER FLOW PRESSURE SWITCH V ZONE 2 F+' EOL OFFICE MEZZANINE _ MAIN ENTRY .� 75CD 75CD 75CD \ /30CD \ /30CD \ /30CD p EOL ZONE 1 S EOL cu c ELECTRICAL RM. ON RATED NON RATED - SM 9FACP SUS ENDED CEILING SUSPENDED CEILING75CD 75CD a ESTROOM RESTROOM EOL N❑TEI NO FOSSIL FUEL BURNING 2 #14THHN 1 #12THHN APPLIANCES SHALL BE USED IN FAC 120VAC DEDICATED BUILDING, THEREFORE N❑ 75CD 75CD BRANCH CKT. GROUND CARBON MONOXIDE DETECTORS 1 0121-HHN HAVE BEEN INSTALLED. EOL GROUND TO CENTRAL STATION AS REQUIRED BY INTERNATIONAL FIRE CODE(2015 EDITION)SECTION 907.6.6. SINGLE PATH RADIOS SHALL CHECK IN AT LEAST ONCE EVERY 60 MINUTES. THE NAPCO SLECDMA-CFB-PS RADIO SHALL TRANSMIT ALL FACP SIGNALS TO A U.L.APPROVED CENTRAL STATION. # I DATE: BY: REVISIONS: 1 RI s E _1LF?l�, DIAGRA�JC ECTION 99A99 3 4 SCALE : N.T. S. .SCALE : N.T. S . 5 6 ELECTRONIC ALARM SYSTEMS CEILING ABOVE `�a 51 TRADE ZONE DRIVE o RONKONKOMA, NY 11779 631-981-1700 NOTIFICATION APPLIANCES NOT CLOSER THAN 6" TO CEILING CARBON MONOXIDE DETECTOR 'OK C,°� WALL OR CEILING MOUNT + WALL OR .CEILING MOUNT �'� oag`o, G ��P PGQ` °oma\ o�Q�S G �o�°� v FIRE ALARM SYSTEM XP ip F & S LLC / PULL STATION SYSTEM INPUT: r� �JQ ��° PG P° �� P�' P° Q'� 104 MILLER PLACE CUTCHOGUE, NY 11935 G 1. MANUAL PULL STATION • • • • FIRE ALARM 6'-8" 2. SMOKE DETECTOR CONTROL PANEL 5'-10" AFF 3. HEAT DETECTOR • • • • �`. AFF 4. SPRINKLER ALARM PRESSURE SWITCHI `•xo;l;. 4'-0" 5. SPRINKLER VALVE TAMPER SWITCH ` E� �` ` � • • AFF 6. SPRINKLER LOW AIR PRESSURE SWITCH LIC. PROFESSIONAL ENGINEER ti; f y 7. SPRINKLER LOW TEMPERATURE SWITCH LICENSE #070457 FINISHED FLOOR 8. NOTIFICATION APPLIANCE CIRCUIT SHORT 9. GROUND FAULT 10. OPEN CIRCUIT • H111. LOW BATTERY • 2. FACP POWER FALIURE • • DRAWN BY: DRAWING #: M. COLOMBI E869-02 `I,YPICAL MOUNTING FlEIGHTS. OF O MAURIX DATE: SHEET: 3 � SEQUENCE 106/20/18 2 OF__3 S CALE : N.T. S. s CALE : N.T. S . SCALE: SIZE: AS NOTED 24"x 36" SYMBOL LEGEND 64'-4" SYMBOL DESCRIPTION MODEL FACP ARE ALARM CONTROL/COMMUNICATOR MIRCOM 01 f A30112DDR FAC SOLE PATH CELLULAR COMMUNICATOR NAPCO 01 ISLECDMA-CFB-PS �—d I Id S FF MANUAL ACTION PULL STATION MIRCOM 01�$-710U O O F woi as PHOTOELECTRIC SMOKE MIRCOM 01 o _ _ — - _ - _- s DETECTOR 12W6 L'- - VS Z4 CD vs LAV 3 SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 03 LT e } w STORAGE � (CODE 3)HORN/STROBE jP2RL w cD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 03 =aMr (CODE 3)HORN/STROBE (CEILING MOUNT) jPC2RL OFFICE I ��� W CD SYNCHRONIZED STROBE (CEILING MOUNT) SYSTEM SENSOR 03 7scn m srGa 0 #SCBE W 7WD F CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 01 z _ �wp (CODE 3)HORN/STROBE (WEATHER PROOF JP2RK ol ?WD MEZZANINE MEZZANINE o MG2 OFFICE u- STORAGE P S SPRINKLER ALARM PRESSURE SWITCH F.B.O. 01 z o° 76CD F. LAV. M. LAV. J A A ° VS SPRINKLER VALVE SUPERVISORY SWITCH F.B.O. 02 A I 3 A � °� LP SPRINKLER LOW PRESSURE SWITCH F.B.O. 01 WALL TO ROOF 0 7,6CD LT LOW TEMPERATURE DETECTOR POTTER 01 I I II I I II II'II V I V N O I SRTSC SYSTEM SENSOR F WATERFLOW ALARM BELLSSM2410 01 v EOL END OF LINE RESISTOR N/A 00 NOTE: 1. QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. N❑TEi NO FOSSIL FUEL BURNING NOTEi NO FOSSIL FUEL BURNING APPLIANCES SHALL BE USED IN APPLIANCES SHALL BE USED IN BUILDING, THEREFORE NO BUILDING, THEREFORE NO CARBON MONOXIDE DETECTORS CARBON M❑N❑XIDE DETECTORS HAVE BEEN INSTALLED. HAVE BEEN INSTALLED. 00 00 ! PROPOSED BREW PROPOSED BREW FACTORY FACTORY OCCUPANCY TYPE "F" OCCUPANCY TYPE "F" # DATE: BY: REVISIONS: 1 2 3 4 5 6 75M 8iG1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ELECTRONIC ALARM SYSTEMS 51 TRADE ZONE DRIVE FL— RONKONKOMA, NY 11779 631-981-1700 FIRE ALARM SYSTEM FOR UTILITY F & S LLC 104 MILLER PLACE CUTCHOGUE, NY 11935 �G FACP FAC f A` 750 ROBERT GRUENER ELECTRICAL LIC. PROFESSIONAL ENGINEER LICENSE #070457 Fm' O 0 0 0 DRAWN BY: DRAWING #: M. COLOMBI E869-03 ST FPLAN M PLAN DATE: SHEET: 06/20/18 3 OF 3 » > » >> > >> SCALE: SIZE: SCALE : 3/16 1 - 0 SCALE : 3/16 = 1 - 0 AS NOTED 24„X 36" f 11 i t I 150 Jerusalem Are. I Massapequa, NY 11758 (ho 1z' Phone—(516)223-19411 Fax—(516)223-1482 Met"r6 Fire Protection TABLE OF CONTENTS 1 . SPRINKLER PIPE (SCH. 10 & SCH. 40) 2. VICTAULIC SPRINKLER HEADS 3. VICTAULIC GROOVED FITTINGS 4. VICTAULIC MECHANICAL OUTLETS 5. CAST IRON THREADED FITTINGS 6. HANGERS AND STRUCTURAL ATTACHMENTS 7. WELDED OUTLETS �4. -ma/um-in min CI CVoQ1 r 1 iec+r _'n-r+�re► ='- ._S tir-1� T a��I1!'^� J 9. VALVES & ASSEMBLIES 150 Jerusalem Ave. I Massapequa,NY 11758 kbt Phone—(516)223-19411 Fax—(516)223-1482 Metro Fire Protection SECTION 1 SPRINKLER PIPE (SCH . 10 & SCH . 40) \..' .3 °�, Fss. � � zam ..� b •':, m §, o._$°�'i'3+, "��i•� � � �a o cS• HYD ���.`(. • ;•` ,�.:�g. �> `.',ai FM Approved and Fully Listed Sprinkler Pipe SCHEDULE 10 SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPs NOM OD NOM ID WALL WEIGHT UL PIECES in. mm in. mm in. -mm " Ibs./ft. k9/m CRR` Lift Approvals and Specifications Both products meet or exceed 11/4 166 36 6 109 277 73 61 the following standards. 11h 4z.7 109 277 61 • ASTM A135,Type E,Grade A(Schedule 10) 2 2 375 603 2157 548 109 277 264 393 47 37 ` • ASTM A795,Type E, Grade A(Schedule 40) '2% 2 875 73.0 2 635 669 120 3.05 3S3 526 35 30 • NFPA 13 3 3 500 889 3 260 828 120 305 434 646 26 19 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected 4 4 500 1143 4260 1082 120' 305 562 837 16 19 to the toughest possible testing protocols to 5 5 563 1413 5295 1345 134 340 778 1158 15 13 ensure the highest quality and long-lasting performance 6 6.625 1683 6357'• 1615 134 340 930 1385 10 10 - 8 8 625 2191 8 249 2095 188 478 16.96 2526 21 7 Finishes and Coatings All Wheatland black steel fire sprinkler pipe `Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category WZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. up to 6" receives a proprietary mill coating to Threaded Schedule 40 steel pipe is used as the benchmark(value of LO). ensure a clean,corrosion-resistant surface that outperforms and outlasts standard lacquer coatings.This coating allows the pipe to be SCHEDULE 40 SPECIFICATIONS easily painted,without special preparation Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black,or with hot-dip galvanizing,to meet NPS NOM OD NOM ID WALL WEIGHT UL PIECES FM/UL requirements for dry systems that meet In mm in. mm in. mm Ibs./ft. k9/m CRR' Lift the zinc coating specifications of ASTM A79S or A53 All Wheatland galvanized material is 1 1315 334 1049 266 133 338 168, 250 100 70 also UL Listed 11/4 1.660 422 1380 3S.1 140 356 227 3.39 l.bo 51 Product Marking 11/2 1900 483 1610 _ 409 145 368 2.72•' 4.05 100 44 Each length of Wheatland fire sprinkler pipe is continuously stenciled to show 2" 2-375 603 2067 525 A154 397 3.66 Sd5 100 30 the manufacturer,type of pipe,grade,size "Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category WZY. and length Barcoding is acceptable as a `The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. supplementary identification method. Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). L C uL F nn APPROVED PROJECT: CONTRACTOR: - DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT-DIP GALVANIZED 4 54 IXg> W, hea2landTube 4�. . 1 JMG 17EEL Gt+OJ<* 150 Jerusalem Ave. I Massapequa,NY 11758 Phone—(516)223-1941 Fax—(516)223-1482 Metro Fire pratcction SECTION 2 VICTAULIC SPRINKLER HEADS W a I J:1 W01 1:011[11111 11111;1 11914114 IRIN.111111,111(110101.111[WIN 1.4 10101411111:11; UL <&> ULC LPCB VNIIPO •`-`/ SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Standard Spray, Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE These Model V27 standard spray sprinklers are designed to produce a _ hemispherical spray pattern for standard commercial applications They are available with either standard or quick response bulbs The design incorporates state-of-the-art, heat responsive,frangible glass bulb design(standard or quick ®" response)for prompt, precise operation UPRIGHT PENDENT RECESSED (V2703 AND (V2707 AND PENDENT The die cast frame is more streamlined and attractive than traditional sand cast v2704) v2706) (V2707 AND vz7os) frames It is cast with a hex-shaped wrench boss to allow easy tightening from many angles,reducing assembly effort.This sprinkler is available in various temperature ratings(see chart on page 2)and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to 3/"/19 mm of adjustments. SPRINKLER OPERATION The operating mechanism is a frangible glass bulb which contains a heat responsive liquid During a fire,the ambient temperature rises causing the liquid in the bulb to expand.When the ambient tem- perature reaches the rated temperature of the sprinkler,the bulb shatters As a result,the waterway is cleared of all sealing parts and water is discharged towards the deflector The deflector is designed to distribute the water in a pattern that is most effective In controlling the fire. COVERAGE For coverage area and sprinkler placement, refer to NFPA 13 standards TECHNICAL SPECIFICATIONS Models/S.I.N:V2703,V2704,V2707,V2708 Style:Pendent,Upright or Recessed Pendent ACCESSORIES Nominal Orifice Size:1/2713mm Installation Wrench: K-Factor:5 6Imp/81S I^ Open End:V27 Nominal Thread Size:1/z" NPT/15mm Recessed-V27-2 Max.Working Pressure: • 175psi/1200kPa FM Global Finishes: 250psi/1725kPa UL Plain brass Factory Hydrostatic Test: Chrome plated 100%@ 500psd345OkPa White painted** Min.Operating Pressure:7psi/48kPa Black painted** Temperature Rating:See charts on page 2&3 Custom painted** • Proprietary nickel Teflon*coating** MATERIAL SPECIFICATIONS For 155,200,and 2867 Standard Response Only,wax coated** Upright Deflector:Bronze per UNS C22000 /8 Pendent Deflector:Bronze per UNS C51000 For cabinets and other accessories refer to Bulb:Glass with glycerin solution, separate sheet iBulb Nominal Diameter NOTE:Weather resistant recessed escutcheons • Standard 5 Omm available upon request • Quick Response-3 Omm Load Screw:Bronze per UNS C65100 ^ For K-Factor when pressure is measured in Pip Cap:Bronze per UNS C65100 Bar, multiply S.I units by 10 0 Spring:Beryllium nickel * Teflon is a registered trademark of Dupont Co Exaggerated for clanty Seal:Teflon*tape **UL Listed for corrosion resistance in all Frame:Die cast brass 65-30 configurations. Lodgement Spring:Stainless steel per UNS S30200 JOB/OWNER CONTRACTOR ENGINEER System No Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com f VICTAULIC 13 A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED lCtaUlii - FIRE PROTECTION PRODUCTS—AUTOMATIC SPRINKLERS 40.10 t``ra Ks Standard Spray, Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE APP•, Iv".:.:aa� I�a...c..l ° :m�ad�'..`s�' ,° •.�t« Sl' :�ip•� ;1�. x: ..,.,.�q�;'' .. .x e:':...:`.::rz Orifice Size(inches) Orifice Size(mm) 13 13 13 13 13 13 Nominal K Factor Imperial _ 56 5 6 5-6 56 S6 56 Nominal K Factor S.I.A 81 _81 81 81 81 81 Response StandardStandard Standard Quick Quick Quick Deflector Type Upright Pendent Recessed Upright Pendent Recessed Pendent Pendent Ad)ustment Up to 3/4" Up to 3/4"' Approved Temperature Ratings F*/C'by Agencyt 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/680C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 175°F/79°C 175°F/79°C155°F/68°C I UL 200°F/93°C 200°F/93°C 1750F/790C 175°F/79°C 175°F/79°C 175°F/79°C 286°F/1410C 286°F/141°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/930C 360°F/182°C 360°17182°C 286°F/141°C 286°F/141°C 286°F/14l°C 1 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 1 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/S7°C ULC 175°F/79°C 17S°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200"F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C 135°F/57°C i 135°F/57°C I 155°F/68°C 155°F/68°C 135°F/57°C 1350F/570C 135°F/570C 135°F/57°C 175°F/79°C 175°F/79°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C FM# 200°F/93°C ? 200°F/93°C 175°F/79°C 175°F/79`C 175"F/79°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 360°F/182°C 360°F/l82°C 286°F/141°C 286°F/141°C I 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C135°F/57°C 155°F/68°C 1550F/680C 155°F/68°C NYC/MEA#62-99-E 175°F/79°C i 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C • 200°F/93°C ` 200°F/93°C 175°F/79°C i 286°F/141°C 286°F/141°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 360°F/182°C I 360°F/182°C 2860F/1410C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 1550F/680C I 155°F/68°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C CSFM#7690-0531:112 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/930C 200OU930C 200°F/93°C 200°F/93"C 200'F/93°C 175°F/79°C 286°17141°C 2860F/141°C 2860F/1410C 286°F/141°C 286°F/141°C 200°F/93°C " 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57°C u 155°F/680C 135°F/57°C 155°F/68°C 135°F/57°C LPCB 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C None None 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 360°F/182°C 135°F/57°C 135°F/570C 135"F/57"C 135`F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VNIIPO - - 175°F/79°C 175°17/790C 155°F/68°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 175°F/79°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C ZSTZ ZSTX K-ZSTZ K-ZSTX 155°F/68°C 155°F/68°C 155°F/68°C 1550F/680C CCC 200°F/93°C j 200°F/93°C None 200°F/93°C 200°F/93°C None ' i I t Listings and Approvals as of printing All are approved open,except for areas designated"No" A For K Factor when pressure is measured in Bar,multiply S I units by 100 #FM Approved with 1/2"adjustment escutcheon only-quick response www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED _uCtalUI1C' 40.1.0 2 REV I FIRE PROTECTION PRODUCTS—AUTOMATIC SPRINKLERS 40.10 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V27O4 AND V2708 QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from-67°F/-55°C to those shown In table below Classification 'c'I.., Glass Bulb Color Ordinary A 57 10$Orange Ordinary c 55 100 38 Red — Intermediate E 79 fio- — Yellow 175 Intermediate F 0150 Green 93 High 128 46 225 Blue __. Extra High# K 382 340 Purple —# M Open — No Bulb #Standard response only All are approved open,except for areas designated"No" 150/65 if wax coated ORDERING INFORMATION Please specify the following when ordering Sprinkler Model Number Style Temperature Rating K-Factor Thread Size, Quantity Sprinkler Finish Escutcheon Finish Wrench Model Number www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2012 VICTAULIC COMPANY ALL RIGHTS RESERVED ICt`dUI1C' REV-1 40.10_3 FIRE PROTECTION PRODUCTS—AUTOMATIC SPRINKLERS 40.10 Standard Spray, Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V2707 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE WARNING A A.° A1NARNING • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with installation of any sprinklers. c Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting, plating,or any re-coating of sprinklers(other than that sup- plied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association document NFPA 25 that describes care and maintenance WEof sprinkler systems. In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that W must be followed. If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters:P.O. Box 31,Easton,Pennsylvania 18044-0031 USA,Telephone:001-610-559-3300. DIMENSIONS Standard Pendent—V2707,V2708 Standard Upright—V2703,V2704 11A6% �I 37 mm SE/ 23/e% 60 mm 41 mm 23/°/ 41 mm 60 mm JBY 25 mm 1/2"Adjustment Recessed—V2707,V2708(drawing not to scale) 286°/60 mm Max Hole 2°/51 in Min Hole 1 13Ae°/ 17mm %� Typical Ceiling Tile ar 30 all 43 mm Flnished Surface 30 rm MAXIMUM RECESS 2'i1s% 75 mm MAXIMUM EXTENSION www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED ICtaU1i 40.10-4 REV_i FIRE PROTECTION PRODUCTS-AUTOMATIC SPRINKLERS 40.10 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V27O7 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE DIMENSIONS 3/4'Adjustment Recessed—V27O7,V2708(drawing not to scale) 218'/60 mm Mac Hole 2'/51 mm JKMIinHole86/ 37 mm 24 mm 8mm TTypical Ceiling The J_I 4Se Finished Surface 24 mm MAXIMUM RECESS 24fi/ 75 mm MAXIMUM EXTENSION AVAILABLE WRENCHES Sprinkler Type V27-2 Recessed V27 Open End V2707,V2708 Pendent yes yes V2707,V2708 Recessed Pendent yes — V2703,V2704 Upright, :I yes yes DISTRIBUTION PATTERNS Models/S.I.N.V2707,V27O8 K5.6 standard pendent and recessed pendent distribution patterns—trajectory 10' 3 Om 1 I[I '♦♦moi ��� I Urn 2. I � � •�♦ ��� ( I I E � i .... .........„�.....,„.«.,. ♦ _..� 1 t _' 's _ ; f ♦� 2' 4' 6' 8' 10' 12' 14' 06m 12m 1.8m 24m 30m 37m 43m 7 psi 15 psi 30 psi ..."'. 48 kPa 103 kPa 207 kPa See notes on next page www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2012 VICTAULIC COMPANY ALL RIGHTS RESERVED ictaUIi REV—1 40.10_5 .c.....:..:..,.naa.�w..x....,._.aw,....., _......._..__.�... �.__ � - ......._'�a..:....._,_.,._..�_..w.>:......_...._....,�._,....m.•...«a._........._ _....__......_"'°aa°° ..._.._.a...« .......w.......>>�ai�z:.:...a...i• r' Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N.V2703 AND V27O7 STANDARD RESPONSE MODELS/S.I.N.V2704 AND V2708 QUICK RESPONSE DISTRIBUTION PATTERNS Models/S.I.N.V2703,V2704 K5.6 standard upright distribution patterns—trajectory 10' 30m �►♦♦ , j F r I 1 .... ..,. ..,.� ,. s £ I i` i '♦♦ � C £ � � s E � I 24m pg� •• ♦ 1 ` [. „ • , 18m.I Y... ..E ..,. Z •.` .„...,1. .,�...�1♦I...e,.. z,,.._..._,.�.......,_.f ._. ._ • ♦♦ z 3 3 •` ♦♦ £ 1 ♦ # l 4' < ....�...... I3j#I3j#I3j# ♦ 2W^ ....€ ..,...... ' i t• € i ♦♦ 1 �l �t • I '♦! 2' 4' 6' 8' 10' 12' 14' 16' 06m 12m 18m 24m 30m 37m 43m 49m 7psi 15 psi 30 psi """' 48 kPa 103 kPa 207 kPa NOTES: 1 Data shown Is approximate and can vary due to differences In Installation 2 These graphs Illustrate approximate trajectories,floor-wetting,and wall-wetting patterns for these specific Vlctaullc FlreLock automatic sprinklers They are provided as Information for guidance In avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for Installation.Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific Information regarding obstructions,spacing limitations and area of coverage requirements.Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings,Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway WARRANTY Refer to the Warranty section of the current Price List or contact Vlctaulic for details. NOTE This product shall be manufactured by Victaulic or to Vlctaulic specifications All products to be Installed In accordance with current Vlctaullc installation/assembly Instructions.Vlctaullc reserves the right to change product specifications,designs and standard equipment without notice and without Incurring obligations For complete contact Information,visit wwwvictaulic.com 40 10 2544 REV I UPDATED 04/2012 x/Lic •sUIid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2012 VICTAULIC COMPANY ALL RIGHTS RESERVED 40.10 s i 77 UI <&>@ QP (LPCB! C E CCC SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE This concealed,designer style sprinkler allows up to 1013 mm adjustment to accommodate concealment needs The"standard"design provides a consistent hemispherical spray pattern The separate two-piece mounting cup/cover plate allows easy Installation and testing prior to ceiling Installation It also permits removal of suspended ceiling panels without system shut- down The design Incorporates state-of-the-art,heat responsive,frangible glass bulb design (standard or quick response)for prompt,precise operation. V3801 AND V3802 This sprinkler is available in various temperature ratings(see chart on page 2)and finishes to meet many design requirements SPRINKLER OPERATION: The operating mechanism Is a frangible glass bulb which contains a heat responsive liquid During a fire,the ambient temperature rises causing the liquid in the bulb to expand When the ambient temperature reaches the rated temperature of the sprinkler,the bulb shatters As a result,the water- way Is cleared of all sealing parts and water is discharged towards the deflector The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire COVERAGE: For coverage area and sprinkler placement,refer to NFPA 13 standards TECHNICAL SPECIFICATIONS: Models:V3801,V3802 ACCESSORIES Style:Adjustable concealed,ordinary hazard, Installation Wrench: light hazard Concealed.V38-4 or V38-5 Nominal Orifice Size:1/2713 mm Sprinkler Finishes: K-Factor:5 61mp./8.1S.I.A Plain Brass(only) Nominal Thread Size:V2"/15mm Cover Finishes: Max.Working Pressure:175psi/1200kPa 0 Chrome Plated Factory Hydrostatic Test: 100%@ 500psi/ 0 White Painted 3450kPa Flat Black Min.Operating Pressure:7psi/48kPa Custom Painted Temperature Rating:See chart on page 2 A For K-Factor when pressure is measured in MATERIAL SPECIFICATIONS Bar, multiply S.I.units by 10 0 p Deflector:Bronze per UNS C22000 Teflon is a registered trademark of Dupont Co 0 Cover Plate:Fusible solder Bulb:Glass with glycerin solution Bulb Nominal Diameter: Standard-5,0 mm • Quick Response:3,0 mm Load Screw:Bronze per UNS C65100 Pip Cap:Bronze per UNS C65100 Exaggerated for clarity Spring:Stainless steel per UNS S30100 Seal:Teflon*tape Frame:Die cast brass 65-30 Pins:Stainless steel per UNS S30400 Cup:Cold rolled steel,zinc chrome plated Cover/Escutcheon: Brass per UNS C26000 Lodgement Spring:Stainless steel per UNS S30200 Protective Cap:Polyethylene JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2013 VICTAULIC COMPANY ALL RIGHTS RESERVED �Ctc1l1I1C' REV_N 40.50_1 MIRE PROTECTION FF.O>IJCTS-AU;" r, :v=k =-.tlWKLERS 40.50 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE APPROVALS/LISTINGS Orifice Size(inches) 1W -Orifice Size(mm) - _ 13 _ _ _ _ 13 _ Nominal K Factor Imperial 56 _ _ _ _ 56 _ Nominal K Factor S.I A 81 81 Response Standard Quick# P 5mm bulb 3mm bulb Deflector Type Concealed Concealed Pendent Pendent Adjustment ' Approved Temperature Ratings F*/C*by Agencyt 135"F/57"C 135"F/57"C 155"F/68"C 155"F/68"C UL 175"F/79"C 175"F/79"C 200"F/93"C 200"F/93"C 135"F/57"C 135"F/57"C ULC 155"F/68"C 1557/68"C 1757/79"C 175"F/79"C 200"F/93"C 200"F/93"C 155"F/68"C# FM# 1757/79"C# 200"F/93"C# 135"F/57"C 135"F/57"C NYC/MEA#62-99-E 155"F/68"C 155"F/68"C 175"F/79"C 175"F/79"C 200"F/93"C 200"F/93"C 135"F/57"C 135"F/57"C CSFM#7690-0531412 155"F/68"C 155"F/68"C 175"F/79"C 175"F/79"C 200"F/93"C 200"F/93"C 155"F/68°C Sprinkler/138°F/59°C Cover 155°F/68°C Sprinkler/138°F/59°C Cover LPCB' 175°F/79"C Sprinkler/165°F/74°C Cover 175°F/79°C Sprinkler/165°F/74°C Cover " 200°F/93°C Sprinkler/165°F/74°C Cover 200"F/93°C Sprinkler/165`F/74"C Cover 135"F/57"C 135"F/57"C 155"F/68"C 155"F/68"C VNIIPO 175"F/79"C 175"F/79"C 200"F/93"C 200"F/93"C 286"F/141"C 286"F/141"C CCCf ZSTDY 155"F/68"C NONE #Recognized by FM as standard response only #Listings and Approvals as of printing All are approved open,except for areas designated"No" A For K Factor when pressure is measured in Bar,multiply S I units by 100 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2013 VICTAULIC COMPANY ALL RIGHTS RESERVED I9taulid 40,50_2 REV FIRE Pi TfECTI0'?? :: .v .s_AUTO£�W•IC.5PRINKLERS 40.50 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from-67°F/-55*C to those shown In table below Sprinkler Sprinkler-,V3801,V3802 ;. .•.•c•. _ � �3,?<'?isst?:sl ,. 3 ,�;�s l€a1'a}}:... > =.a•b 6:. z a # ri y; lal `;I( 113, i�"e,. =e �' _'." :r`?.';' a�::,r. ..�;)• ii2L< I:^i�;;:>::- :<..•':t7.iili.€i<;�y L$�:;x;�I;�i, ?CT-z��' i�:�� �.a':€alb �;�(s�,-:I _ :��;�K ;�.€�:���tC:.,; ?ii_„:d�� �<.1�..;xa�a•,,g 135 100 1350 100 Ordinary A 57 38 Orange A• 57 38 155 100 165 15o Ordinary C 68 38 Red D# 74 65 Intermediate E 79 5 0 Yellow Intermediate F 2930 5 0 Green *A For use with Standard or Quick Response Concealed Sprinkler 135°F/57°C or 155°F/68°C #D For use with Standard or Quick Response Concealed Sprinkler 175°F/79°C or 200°F/93"C Custom Finish—Customer to provide paint specification,allow 4-6 weeks for samples 0138°F/59°C per LPBC ORDERING INFORMATION Please specify the following when ordering. Sprinkler Model Number Style Temperature Rating K Factor Thread Size Quantity -Cover Finish, ,Wrench Model Number WARNING A ., A WARNING• . • Proper temperature rated cover must be used with the correct sprinkler rating per the Temperature Chart Ratings. • The plastic shipping cap must be removed for the sprinkler to operate properly. • If shipping cap is replaced over an installed sprinkler for purposes of painting or plaster- ing,then the fire protection system shall be considered out of service,the Authority Having Jurisdiction notified,and a firewatch is suggested. Failure to do so may result in failure of sprinkler to operate causing serious personal injury or property damage. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2013 VICTAULIC COMPANY ALL RIGHTS RESERVED ICtaUIiG® RE _N 4W1 FIRE PROTECTION PRODUCTS—AUTOMATIC SPRINKLERS 40.50 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE WARNING-A- WARNING • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with installation of any sprinklers. c Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting, plating,or any re-coating of sprinklers(other than that sup- plied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition.For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler WE systems. In addition,the authority having jurisdiction may have addi- tional maintenance,testing,and inspection requirements that must be followed. Ou If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters:P.O.Box 31, Easton, Pennsylvania 18044-0031 USA,Telephone:001-610-559-3300. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2013 VICTAULIC COMPANY ALL RIGHTS RESERVED IC1.'dUI1C" 40.50-4 REV_N FIRE PROTECT; 1' a=€..$3JC S—AUl"OMDTIC SPRINKLERS 40.50 .> ,y", a, Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE DIMENSIONS Models V3801,V3802(drawings not to scale) 21A6768 mm Max Hole 2�/s"/60 mm M Hole II II , II 9 25A6"/59 mm l�h°/38mm Typical CeilingTile MINIMUM EXTENSION Finished Surface 31A6"/80 mm s� 213ie1/71 mm 2"/51 mm 1/2"/13 mm Adjustment I I Typical Ceiling Tile I 3'/4"/83 mm I Cover Plate �aaattY Finished Surface MAXIMUM EXTENSION AVAILABLE WRENCHES Sprinkler Type Recessed Concealed Pendent-V3801;V3802 V38-4 or V38-5 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2013 VICTAULIC COMPANY ALL RIGHTS RESERVED ICt aUI1C® REV-N 40.50__5 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE DISTRIBUTION PATTERNS Models V3801,V3802 K5.6 standard concealed pendent distribution patterns—trajectory 30m .�`• 8 •`•e • 2 4 m �.�` `♦♦ 18M �.� °♦ 1 2 m ♦° t 2' `: ♦'; 06m �� °♦ 0 2' 4' 6' 8' 10' 12' 14' 06m 12m 18m 24m 30m 37m 43m NOTES: 1 Data shown is approximate and can vary due to differences In Installation 2 These graphs Illustrate approximate trajectories,floor-wetting,and wall-wetting patterns for these specific Vlctaullc FlreLock automatic sprinklers They are provided as Information for guidance In avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for Installation Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions,spacing limitations and area of coverage requirements Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings,Approvals and Warranties 3 All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Vlctaullc for details. NOTE This product shall be manufactured by Victaulic or to Vlctaullc specifications All products to be Installed In accordance with current Vlctaullc Installation/assembly Instructions Vlctaulic reserves the right to change product specifications,designs and standard equipment without notice and without Incurring obligations. For complete contact information,visit wwwvictaulic com 4050 2558 REV N UPDATED 06/2013 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2013 VICTAULIC COMPANY ALL RIGHTS RESERVED _. • 401.50 —!RE-P`4,"EN.t's£N PRODUCTS--AUTOMATIC SPRINKLE S 40.11 Standard Spray Horizontal Sldewall and Recessed Horizontal Sldewall Standard and Quick Response Models V2709 and V2710 RATINGS All glass bulbs are rated for temperatures from—67°F/-55°C to those shown in table below. Classification Identification Rating Glass Bulb Color r Ordinary A 1338 Orange 57 Ordinary' C fib 0 Red :Intermediate E 79 165 Yellow Intermediate F 2930 165 Green 1 146 2825 Blue.. 07 Extra High# K 360 300 Purple 182 149 —# M Open — No Bulb #Standard response only All standard responses are approved open ORDERING INFORMATION Please specify the following when ordering 5prinkler Model'Number Style Temperature Rating K Factor Thread Size Quantity Sprinkler Finish Escutcheon Finish Wrench`Mod6l Number VICTALILIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2010 VICTAULIC COMPANY ALL RIGHTS RESERVED ICtQUI1C 4t3.1,t REI r FIRE PROTECTiON "e:,a ;�-S"."Ali"6 M''rWI!C SPR IN, i-, .S 40. 11 Standard Spray Horizontal Sldewall and Recessed Horizontal Sldewall Standard and Quick Response MODELS V2709 AND V2710 WARNING A WARNING • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with installation of any sprinklers. c • Always wear safety glasses and foot protection. ' • Depressurize and drain the piping system before attempting to install, remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting,plating,or any re-coating of sprinklers(other than that supplied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition.For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler _ systems.In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed.IN _ If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters:P.O.Box 31,Easton,Pennsylvania 18044-0031 USA,Telephone:001-610-559-3300. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OFVICTAULIC COMPANY m 2010 VICTAULIC COMPANY ALL RIGHTS RESERVED iCt`aIUIiC® REV I �?(. 150 Jerusalem Ave. I Massapequa,NY 11758 Phone—(516)223-19411 Fax—(516)223-1482 Metro Fire Protection SECTION 4 VICTAULIC MECHANICAL OUTLETS (U-1) PP_CB1 K, U;U VN11P0 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic Mechanical-r Outlet provides a direct branch connection at any location a hole can be cut in pipe The hole is cut oversize to receive a"holefinder" locating collar which secures the outlet in position permanently A pressure responsive gasket seals on the pipe 0 D Cross-type connections can be achieved by utilizing two upper housings of the same style and size,with the same or differing branch size connections NOTE Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N STYLE 920 CROSS outlet Specify choice on order.Units are supplied painted with plated bolts Galvanized hous- PATENTED ings are available,supplied with plated bolts All sizes of Style 920 and 920N are rated at 500psi/345OkPa working pressure on Schedule 10 and 40 carbon steel pipe.They may also be used on high density polyethylene or poly- butylene(HDPE)pipe Pressure ratings on HDPE are dependent on the pipe rating.Contact Victaulic for ratings on other pipe.Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90'angle when permanently attached to the pipeline surface Additionally,the Vic-Tap ll®hole cutting tool,which allows for hole cutting capabilities on pressurized systems,utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap 11 Mechanical-T unit.See page 8 for further information MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536,grade 65-45-12,with orange enamel coating Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. - Optional:Hot dipped galvanized Gasket: (Specify choice*) • Grade"E"EPDM EPDM (Green color code).Temperature range—30°F to+230*F/-34'C to+110°C Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids,oil-free air and many chemical services UL Classified in accordance with ANSI/NSF 61 for cold+86*F/+30°C and hot+180'F/+82*C NOT RECOMMENDED FOR PETROLEUM SERVICES • Grade"T"nitrile Nitrile(Orange color code) Temperature range—20°F to+180OF/-290C to+82°C Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over+150'F/+66'C or for hot dry air over+140'F/+60'C. *Services listed are General Service Recommendations only It should be noted that there are services for which these gaskets are not recommended Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended Bolts/Nuts:Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para LocationDate Approved Date www.victaulic.com VICTALILIC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY 0 2012 VICTALIUC COMPANY ALL RIGHTS RESERVED REV_M 11.021 CARBON'STEEL.PIPE-HOLE CUT PKCI�LUCTS 11.02 STYLES 920 AND 920N DIMENSIONS Dimensions Weight'Each � 8aa. Y Z >l,ssl�z. „� :c, �:dii[-3 shy,: ; ,a .?.. ,a� a s'.s, al-t• .. '3.s�€.s-.•. 92ON 1 50532.k%—. `�:.•... 5 2 x -12(a)n 920N 500 150 200 253 161 535 2754 31 V it 50 15 3450 381 51 64 41 136 70 15 3/4(a)n 920N 500 150 197 253 _ 161 535 275 31 _ v -20 3450 381 50 64 41 136 70 15 T 1,(a)o 500 150 185 253 _ 161 535 275 30 _ 25 - 920N 3450 381 47 64 41 136 70 14 11/4(a)to 920N 500 175 205 275 300 161 535 300 35 32 GROOVED OUTLET '32 3450 445 52 70 76 41 136 76 17 15 1 1h(a)to' 920N 500 175 203 275 312 161 535 325 36 32 40 3450 445 52 70 79 41 136 83 17 15 Y �Z� 65 x 1h(15 920N 40 381 56 20 — 182 564 275 30 14 — 65 15 3450 381 56 70 46 143 70 14 T 3/4(a)§0 920N 500 150 218 274 182 S64 275 30 T ---20„_ 3450 381 55 70 46 143 70 14 1(a)§0 920N 500 150 206 274 _ 182 564 275 29 25 3450 381 52 70 46 143 70 14 w 11/4t(a)0 920N 500 175 230 300 325 182 629 300 35 32 —� 32 3450 445 58 76 83 46 160 76 17 15 FEMALE THREADED OUTLET l k t(a)0 920N 500 200 228 300 325 182 626 325 36 33 _ 40 3450 508 58 76 83 46 159 83 17 16 761 x- 1/2(a) 920N 300 150 222 275 _ 225 646 318 39 15 2065 381 56 70 57 164 81 18 • Provides a direct branch connection at m 3A(a) 920N 300 150 219 275225 646 318 39 any location where a hole can be cut 20 2065 381 56 70 — 57 164 81 18 In the pipe 1(a) 920N 300 150 207 275 _ 225 646 318 38 25 2065 381 53 70 57 164 81 17 • A pressure responsive gasket provides 11/4(a)0 920N 500 175 230 300 331 192 629 300 35 32 the seal _ 32_ 3450 445 58 76 84 49 160 76 16 15 1'/z(a)a i 920N 500 200 228 300 331 192 629 325 35 33 • Request Publication 1103 for _40 3450 508 58 76 84 49 160 83 16 15 Mechanical-T cross assemblies 3 x ,1h(a)n 92ON 500 150 252 305 _ 228 615 275 34 -80 15 3450 381 64 78 58 156 70 16 • Pressure rated up to 500 psi/3450 kPa 3i4(a)n 920N 500 150 249 305 228 615 275 34 on steel pipe, also available for use 20 3450 381 63 78 — 58- 156 70 16 with HDPE pipe I(a) 920N 500 150 238 306 _ 228 615 275 33 _25 3450 381 61 78 58 156 70 16 • Sizes from 2 x 1/2'/50 x 15 mm 1'/4(a)tn920N 500 175 255 325 356 228 615 300 38 37 through 8 x 4"/200 x 100 mm 32(b) 3450 445 65 83 90 58 156 76 1.8 1-8- 1'/2(a)to 920N 500 200 278 350 356 228 615 325 41 38 40(b) 3450 508 71 89 90 58 156 83 19 18 2(a)n ` 92ON 500 250 275 350 356 228 675 388 49 46 50 3450 635 70 89 90 58 172 99 23 21 31h x, 2 920N 500 250 300 _ 375 244 672 388 _ 38 90 50 3450 635 ' 76 95 62 171 99 18 IMPORTANT NOTES: TABLE CONTINUED'ON PG:3. Style 920 and Style 920N housings cannot be **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate) mated to one another t Available with grooved or female threaded outlet Specify choice on order to achieve cross connections $ Center of run to end of fitting # Female threaded outlets are available to NPT and BSPT specifications @ See page 7 for Fire Protection approvals and pressure ratings (a)British Standard female pipe threaded outlet is available as listed Specify"BSPT"clearly on order (b)For 761 mm threaded outlet,specify 21/2"BSPT clearly on order §Vds approved for fire protection services ❑LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2012 VICTAULIC COMPANY ALL RIGHTS RESERVED ICtaulie 11.02�2 RE11J1 CARBON STEEL:-IPE-HOLE CUT PRODUCTS 11.02 >. � .�� f p....Z� \'r..o�� �€fie, 3. b,.`.l €� q1�•i ... . .`i{'val:..!�5'ez. x :. ,�t� � ,.�... :,s: �,`•aa:°ri. ..> m:3�,}q; �.,.�,�.�3 > ii::'3 STYLES 920 AND 920N DIMENSIONS �'i 5�T� �3. S3. g s >o_ '>�w�'�::e 4'1'xY:.S F`�,*�• .. ..N .\�a R` •a'd's 3 .. {j(.1�.. �• 1ff1 �!F�,- :� :1P`•• _......_q'.�1£� 9 ,_. �` •>�.n._.:,:t .` `r s w.. ,f.C�' _. �,x.:._-3A�..r€..>�..a).k».aa.L;£.. TTABLE CONTINUED FROM PAGE 2 4 .-x 112(a)❑ 920N 500 1 150 303 356 _ 's 269 701 275 37 € 100, 15 3450 1 381 77 90 ° -68 178 i 70 18 ' — 3�(a)❑ 920N 500 1 150 300 ' 356 _ 269 701 275 37 _ } 20 3450 1 381 76 9068 178 70 18 w 1(a)n 500 1 150 288 356 -- 269 701 275 36 - 25 920N 3450 381 73 90 — ° 68 178 I 70 18 GROOVED OUTLET 1'/a(a)til 500 175 308 378 400 269 , 701 300 40 36 32(b) 920N 3450 = 445 78 ' 96 102 68 178 , 76 19 18 11/2(a)tn' g20N 500 j 200 328 € 400 400 269 701 1 325 42 39 Y �Z� 40(b) 3450 508-e 83--I 102 102 i 68 ° 178 . 83 -20 19- 2(a)to 920N 500 j 250 3 400 400 269 701 388 50 46 50 3450 € 635 833 102 102 68 178 99 23 21 — — 2'k(a)f, 500 275 288 400 400 ? 269 734 463 58 S0 T 65 920 3450 ( 699 73 102 102 68 186 118 26 23 761 mm' 920 500 275 288 i _ 400 269 734 463 _ 64 3450 I 699 73 1 102 68 186 118 29 3(a)t 500 1 350 331 450 412 269 773 512 84 64 80 920 3450 i 889 84 114 105 ! 68 196 130 38 29 FEMALE THREADED OUTLET i'/4(a)n 500 175 3.08 378 _ 263 764 305 50 _ 108 0 x 32 920N 3450 445 78 96 67 194 78 23 1 h(a)0 920N 500 200 328 14 00 _ 263 764 325 50 _ • Provides a direct branch connection at 40 3450 i 508 83 102 1 67 194 83 23 any location where a hole can be cut 2(a) 920N 500 ! 250 325 400 263 764 400 40 in the pipe __50 3450 ! 635 83 102 — 67 194 102 19 761 mm 920 500 i 275 288 400 400 263 764 429 80 78 • A pressure responsive gasket provides 3450 i 699 73 102 102 1 67 194 109 36 35 the seal 3(a) 920 500 350 331 450 450 263 763 488 68 65 80 3450 889 84 114 ! 114 67 194 124 31 30 • Request Publication 11.03 for 511/2(a)t 500 200 403 475 475 316 970 369 74 76 Mechanical-T cross assemblies 125 x 40 920 3450 508 102 121 121 80 246 94 34 34 2(a)t 920 500 I 250 400 475 475 316 970 438 82 80 • Pressure rated up to 500ps1/3450kPa '50 3450 635 102 3 121 121 80 246 111 37 36 on steel pipe;also available for use 21h(a)t 500 1 275 363 475 4-75 316 970 463 83 79 65 920 3450 ! 69 9 92 121 121 i 80 246 118 38 I 36 with HDPE pipe _ 761 mm 920 500 275 375 _ 475 316 970 463 _ i 80 • Sizes from 2 x 1/2"/50 x 15mm _ 3450 ( 699 95 121 80 246 118 36 through 8 x 47200 x 100mm '3(a)t 920 500 350 381 500 463 316 970 531 84 88 80 3450 1 889 97 127 118 80 246 135 38 40 ---- °----- - - -- --- 1330 x 2 920N 500 250 375 450 _ 317 800 388 80 50 3450 635 95 t 114 _ S7 203 i _99 36 , 3 500 I 350 381 500 _ 300 946 531 80 _ 80 920 3450 1 889 97 127 76 240 135 36 TABLE CONTINUED ON PG.4 IMPORTANT NOTES: *"Center of run to engaged pipe end,female threaded outlet only(dimensions approximate) Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet Specify choice on order mated to one another * Center of run to end of fitting to achieve cross connections # Female threaded outlets are available to NPT and BSPT specifications @ See page 7 for Fire Protection approvals and pressure ratings (a)British Standard female pipe threaded outlet is available as listed Specify"BSPT"clearly on order (b)For 761 mm threaded outlet,specify 21/2'BSPT clearly on order §Vds approved for fire protection services n LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2012 VICTAULIC COMPANY ALL RIGHTS RESERVED iCtaUI1C® REV,M 11.42 3 � � � ��o ��L��'��on�o��o � �.������ -70� -� ' ��! r~ '�a9, STYLES y20AND 920N DIMENSIONS Style Work F TIP TABLE CONTINUED FROM PAGE V 1397 x 11/2 t 1 920N 500 200 378 450 330 823 325 70 — 1 40 3450 508 96 114 84 209 83 32 2 t 920N 500 250 375 450 330 823 388 90 — 150 32(b) 3450 445 112 130 130 96 232 83 23 22 GROOVED OUTLET 1'12(a)to 500 200 440 513 513 379 915 325 54 51 2(a)tu 500 250 438 513 513 3.79 915 388 60 56 , z —,A 920 Soo 275 401 513 512 369 1051 463 83 76 0 FF 65 3450 699 110 130_ 130 _94 267 118 3'8 34 V 500 275 415 521 369 1051 463 84 T 1W 761 min a 920 — — 1 101 3450 699 105 132 94 267 118 38 3(a)t 500 350 431 550 513 369 1051 53-1 99 84 w —80 920 3450 889 110 140 130 94 267 135 45 38 4(a)to 920 500 450 381 575 538 369 1051 625 101 100 3450 1143 97 146 137 94 267 159 46 46 FEMALE THREADED OUTLET 40 3450 508 112 130 92 239 83 35 2(a) 500 250 438 513 363 940 388 80 ° Provides mdirect branch connection at 50 920N 3450 635 ill 130 92 239 99 36 any location where o hole can be cut500 275 438 550 513 363 940 463 95 95 761 mm! 920 mthe pipe 3450 699 111 140 130 92 239 118 43 43 3' 1 920 500 350 431 550 513 363 940 531 81 140 ° A pressure responsive gasket provides --------- the seal Soo 450 445 538 363 940 612 10 0 1 0 8.0mrril 920 3450 1143 92 239 155 — 45 113 137 ° Request Publication ll.U3for 4 500 450 381 575 363 940 625 180 Moohanina|'Tcross assemblies 100 1 920 3450 1143 9680 146 92 239 159 82 TABLE CONTINUED ON PG.5 ° Pressure rated upto5O0pni/345OkPa Center of run to engaged pipe end,female threaded outlet only(dimensions approximate) on steel pipe,also available for Use t Available with grooved o,female threaded outlet Specify choice vnorder with HDPE pipe * Center ofrun mend o,fitting ° Sizes from 2xff'Y5Ox 15 mm # Female threaded outlets are available toNPT and ospTspecifications through 8x472OOxl00mm @See page rfor Fire Protection approvals and pressure ratings (a)British Standard female pipe threaded outlet oavailable oslisted Specify^mrrclearly onorder (b)po,7*.1mmthreaded outlet,specify 21/2"aSrrclearly onorder §vd,approved for fire protection services oLpcoapproved fo,neprotectmnsem/o, IMPORTANT NOTES: mApproved for use mChina brTmmmApprovals Company Style smand Style p2owhousings cannot ue mated mone another toachieve cross connections ` ----- ---------- .... -------'------ wwmv/ctauoc.mm nmmouomxoso/STcxsoTRADEMARK opwmxouoCOMPANY @ 20z2v/mxuuoCOMPANY ALL RIGHTS RESERVED ____~�_. 11.02-4 nEK'M CARSON S 7L sMPE- pit`€_:, CUT PRL''DUCTS 11.02 STYLES 920 AND 920N DIMENSIONS Appr x. AS'aSi:S t�j:ti��Si�. .:'� • ' ;,,5{ .�itiYa4 Y>.r Dimension, ..,',. "All�'"•s,> 'L k 4�;g .. W?)i'a1' Y Z „ s: ax 3eb s: i:. L .TABLE CONTINUED FROM PAGE 4 1651 x 1 920N 500 150 388 456 _ 379 934 275 80 _ 25 . 3450 381 99 116 i 96 237 70 36 vl 1/'n 920N 500 175 443 513 _ 379 934 325 84 T 32 3450 445 113 130 96 237 83 38 wii(a)tn 500 200 441 513 513 379 934 325 84 54 40 920N 3450 508 112 130 130 96 237 83 38 24 GROOVED OUTLET 2(a)t. 920N 500 250 438 513 513 379 934 388 85 60 SO , 3450 635 Ill_ 130 130 ` 96 237 99 39 27 76'1 mm 92p 500 275 401 ' 513 521 363 1051 463 86 76 3450 699 110 130 132 267 118 39 = 34 3(a)fi0 920 500 350 431 550 513 366 3 1051 531 102 84 80 3450 889 110 140 130 92 267 135 46 ' 38 — — 4(a)tn 500 450 381 575 538 g 363 1051 625 105 84 V 100 920 3450 ` 1143 97 146 137 92 267 159 48 38 8 2(a)t 500 275 544 619 625 481 1242 450 116 116 w 200,x , 50 920 3450 699 138 157 159 122 316 114 53 53 2'k(a)t 920 500 275 507 619 619 481 1242 450 116 116 FEMALE THREADED OUTLET "'" 65 3450 699 129 157 157 122 316 114 53 53 � 761mmn 920 500 275 525 _ 625 481 1242 456 _ 116 _ 3450 i 699 133 159 122 316 116 53 3(a)tII 500 350 531 650 650 481 1242 531 126 116 • Provides a direct branch connection at ao 920 3450 889 135 165 165 122 316 135 57 53 any location where a hole can be cut 4,(a)to 500 450 481 675 638 481 1242 625 153 125 in the pipe 100 920 3450 1143 122 171 162 122 316 159 69 57 **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate) • A pressure responsive gasket provides t Available with grooved or female threaded outlet Specify choice on order the seal # Center of run to end of fitting • Request Publication 1103 for # Female threaded outlets are available to NPT and BSPT specifications Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings' • Pressure rated up to 500 psi/3450 kPa (a)British Standard female pipe threaded outlet Is available as listed Specify"BSPT"clearly on order on steel pipe, also available for use (b)For 761 mm threaded outlet,specify 21/2'BSPT clearly on order with HDPE pipe §Vds approved for fire protection services n LPCB approved for fire protection services • Sizes from 2 x 1/2'750 x 15 mm 0 Approved for use in China by Tianjin Approvals Company through 8 x 47200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to eoe h otr e•to achieve cross connections www.victaulic.com f.caUliC' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY O 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED �C REV M STEEL PIPE-HOLE€UT 11.02 STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point(1)and(2)for the Style 920,920N and 929 Mechanical-T®fittings can best be expressed in terms of the pressure difference across the Inlet and branch The pressure difference can be obtained from the relationship below Q Cv and Kv Values Values for flow of water at+60°F/+16°C are shown In the table below Formulas for CvrKV Values: AP = Qz Where: AP = Qz Where: 2 Q=Flow(GPM) Q AP=Pressure Drop(psi) AP FPressure Drop(bar) Q = C„x JAF C�=Flow Coefficient Q = K,x JAT K =Flow Coefficient Exaggerated for clarity Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe OUTLET SIZE (C 120)t FT C,/K,Values 1/2 0840 I1 15j 213 _ 2 94 3/4 1 050 16 20 267 4 137 1 1 315 21 25 337 8 18 1 y4 1 660 50 48 32 42 7 5/z 6 429 411 1 .'12_ 1900 53 53 40 983 11 11 454 454 2- 2 375 1 112 104 50, 603 9 10 h 96 891 2;h 2 875 1/2 119 150 65 73 0 20 12 102 1285 3000161 '761 mm 761 16* 1381 3'` 3 500 249 237 80 889 14 15/z 2134 2031 4 - 4500 421 401 100 1143 20 22 3608 3436 t Hazen-Williams coefficient of friction Is 120 * Pipe with a wall thickness of 0.1651n142mm www.vlctaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2012 VICTAULIC COMPANY ALL RIGHTS RESERVED ICtaluhlor 11.f32_6 I�EV fed rA-, DON'STEEL PIPE- HOLE CUT PR0L`UCi;< 11.02 STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The Information provided below is based on the latest listing and approval data at the time of publication Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaullc for performance on other pipe and the latest listings and approvals Run Size Appro A Agency Outlet Size. LF"Pe ------- Rated Working'Pressures-psi/kPa yy. 21/2-6 2875-6625 AI I 10,40 400 400 400 290 232 362 65-150 } 730-1683 2755 2755 2755 1999 1599 2496 21/2-4 J 2875-4500 All DF 300 300 300 290 232 362 65-100 730-1143 , 2065 2065 2065 1999 1599 2496_ 21/2-4 j 2875-4500 All SF 300 300 300 290 232 362 65-100 , 730-1143 2065 2065 2065 1999 1599 2496 '6 6625 3,4 10 300 300 250 290 232 362 150 1683 2065 2065 1724 1999 1599 2496 6 6 625 3,4 30,40 300 300 300 290 232 362 150 1683 2065 2065 2065 1999 1599 2496 �8-~ 8625 21/2 10,40 400 _ _ _ 145 200 j 2191 2755 1000 _....8 ! 8 625 34 10 300 250 145 , 200' 2191 2065 1724 1000 8 8 625 34 3040 300 _ 300 _ 145 , , 200 2191 2065 2065 1000 NOTES 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool Is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4-87100-200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve The Vic-Tap II is capable of tapping Into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 47100mm, 57125mm,6°/150mm and 87200 mm diameter pipe The Style 931 comes with a 2�/2765mm grooved outlet. i ` € The drill motor Is an electric motor with ground fault circuit Interrupter(GFCl)In accordance with f safety codes •� �„� For more Information, refer to publication 24 Ol ±€ www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OFVICTAULIC COMPANY 0 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED /ctalulia P .' eM 11..02 7 STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details NOTE This product shall be manufactured by Victaulic or to Victaulic specifications All products to be installed in accordance with current Victaulic installation/assembly instructions Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations For complete contact information,visit www.victaulic com 11.02 1480 REV M UPDATED 03/2012 ICt'c�U�IC� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED « .. 150 Jerusalem Ave. I Massapequa,NY 11758 (cb Phone-(516)223-19411 Fax-(516)223-1482 Metro Fire SECTION 5 CAST IRON THREADED FITTINGS SE&I-0,11 6 STANDARD CAST IRON, PIPE FIITTIN,G'S CLAS'S 125, 250' The iron from which Class 125cast iron fittings are made iS held to strict formula by careful ohomioo| analysis and control. ` � � Tapping isdone onthe most modern machines. All tappings are toUSA Standards for iron pipe threads. Straightness and � correct depth Ofthreads iuassured through continuous ' capable inspection, by careful trained inspectors. Every fitting inhand sorted and inspected toeliminate defective castings. � r WARD fittings are made tospecifications published os American National Standards for pipe fittings. /\ chamfer iscut o[ cast inall openings, permitting easy vu� entrance Ufpipe and preventing damage tothe firstth[eadin handling and threading. Because ofthe close attention paid toformula control and the OR of Thread Metal use of modern precision equipment we are able to produce NPS Band Length Thickness castings ufrugged strength and the ability tomake awater tight seal. �[�N������KU��.�o�����UU�� ���UN�K� i2 0.13 � �^~^^ �^^^^^ ~°^^� ^ ^^��"��""� ""��" ""�"� 250 50 340 300 140 310 350_ 125(Notel) 300 5.24 400 250(Note 2) Notes: 1> Permissible for service temperature upto38O` Freflecting temperature of JAIJAWO saturated steam at 125 psi. fV 2) Permissible for service temperature upto408` Freflecting temperature of saturated steam at 250 pnig. qw 39 See Victaulic publication 10.01 for details ja 1411 nreLock'5products comprise aunique system specifically ooman, for fire protection services RreLock full-flow elbows and tees feature oAo'uemmpod.hydrodynamic design,���/ngasho�on,morm'onuu/m,nsmn�ansmnua�omnooAnou�mu|o bulge unmmthe wa�,mmake aumvmoortummmam�mumoflow ~~— — / mmunmw standard fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that --' have been Listed o,Approved for Fire Protection Services Use mother couplings o, flange adapters may result mbolt pad interference Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock EZO Style nnsm/Sty|uooe*couplings 311 MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming mAnTw*-ss6.grade a5'45'zc Fitting Coating: " Orange enamel , Red Enamel mcMBA-| " Optional: Hot dipped galvanized - ' Joomwmsm oomTaxc7on smo|mccn System No. Submitted By Spec Sect Pam_________ Location Date Approved Date www.vmtaunccvm nomouom^REGISTERED TRADEMARK nrmoTAuunCOMPANY 0cmuwoTAuuoCOMPANY ALL RIGHTS RESERVED IPS CARSON STEEL Pl!:E— PROTEG T€ON PRODUIC;S 10.03 DIMENSIONS kCtoEtc I I u cmE o 0 to E }o:p� oho to t) —t NO 001 NO 003 NO 002 NO 006 90* 0 ght Tee_ •••i:.ice.:' t' a t' a, _s•_ y F `.1 i1> R;1€, .�7iF„ "b•�; �` `K�'pa°'" s �::a;r m �� �� p i;�h;Y�s'. .•,i�i :t1j'.#q,�:�cs�,,. _;. � .s� :.�?Ts1��: 'i�'c�?:�_�c;' a .`�s. �� �ai �.....�...,>;�:.,.....A:i7....a...t,..... ';:Z....;...,..�'. T1'/a 1660 _ 08 03 32 424 21 01 `1112 1900 — — — — 082 04 40 483 — — — — 21 02 2 2375 275 17 200 18 275 24 088 06 50 . 603 70 08 51 08 70 11 22 03 .2'k 2875 300 31 225 22 300 36 088 10 65 73 0 76 14 57 10 76 16 22 05 761 3000 300 330 225 24 mm — — 761 76 15 57 11 3 3500 338 40 250 31 338 53 088 12 80 ' 889 86 18 64 14 86 24 22 05 108mm,_ 4250 400 57 300 51 400 75 — — 1080 102 26 76 23 102 34 4 4500 400 67 300 56 400 87 100 24 -100 1143 102 30 76 25 102 39 25 11 5 - 5563 488 126 325 83 488 157 100 41 125,_ 1413 124 57 83 38 124 71 25 19 159mm 6250 550 126 350 92 550 179 — — 1588 140 57 89 42 140 80 6 6 625 550 183 350 117 550 227 100 59 150, 1683 140 83 89 53 140 103 25 27 8` 8625 681 255 425 204 694 387 113 127 200 ' 2191 173 116 108 93 176 176 29 58 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED 49tauhild CAST IRON 900 STRAIGHT ELL CLASS 125 NPS Center to Outside Oia.of Thread Length Take End A Band B(min) C(min) Out 1/4 0.81 0.93 0.32 0.408 3/8 0.95 1.12 036 0.5 �' 3/4 1.31 1.63 0 0 0.76 1. 1.50 1.95 0.58, 0.81, 1 1/4 175 239 0 67 1.04 =� C 1 1/2 1.94 268 6.7,0 1.21 ;p $: TN,r•: ,• 2 2 25 328 075 149 c - 21/2 2.70 3.86 0.92 1.56 "$ u_ 3 3 08 4 62 0.98 188 1g 31/2 3.42 5.20 103 2.17 4 379 5.79 108 249 A 6 - - - - 8 - - - - CAST IRON 900 REDUCING ELL CLASS 125 Outside Out NPS to End to End Threads Threads side Center Center Length of Length of Dia.of Dia.of Take Take Band Band Out Out A B C(min) D(min) E(min) F(min) 1/2 x 3/8 1/2x1/4 - - - - - - - - . 3/4 x 1/2 1:20 1.22 1.63 1.34 0.50 0.43 0.6 .0.68 All *3/4 x 3/8 1.20 1.22 1.63 112 050 036 06 081 1 x3/4 1.37 1.45 1.95 1,63 0.58 0.50 0.6, 0.90 1 x 1/2 126 136 1.95 1.34 058 043 0.5 0.82 -16 1 1/4 x 1 1.58 1.67 2.39 1.95 0.67 0,58 0.8 0.98 1 1/4 x 3/4 1.45 1.62 2.39 163 0.67 0.50 07 1.07 ~ "' �� -=w `t ✓ 11/4 x 1/2 1.34 1.53 2.39 1.34 0.67 0.43 0.6 0.99 1 1/2 x1 1/4 1.82 1.88 2.68 239 0.70 067 109 1.17 a 1.1%2 x 1 1.65 '1.80 2.68 1.95 0.70 0.58 0.92 1.11 1 1/2 x 3/4 1.52 1.75 268 1.63 0.70 050 0.79 1.20 F .1.112 x 1/2 1.41, 1.66 2.68 1.34• 0.70 0.43 0.79 121 2 x 11/2 202 216 3.28 2.68 075 070 126 1.43 2 x 11/4 1.90, 2.10. 3.28 2.39 0.75 0.67 1.14 1.39 0 2 x 1 173 2.02 3.28 1.95 075 058 0.97 133 2 x 3/4 1.60 1.97 3.28 1.68 075 0.50 0.84 142 _ A 2 x 1/2 1.60 197 328 1.34 0.75 0.43 084 1.43 E 21/2 x 2 2.39 2.60 3.86 3.28 0.92 0.75 .1.25 1.84 Imo` 21/2 x 11/2 2.16 251 386 2.68 0.92 070 1.02 178 1 C 21/2 x 1 114. 2.04 2.45 3.86 2.39 0.92 0.67 - ' ',0.90 1.74 21/2 x 1 1.87 237 386 195 0.92 058 073 1.68 *21/2 x 3/4 _ 1.87 2.37 3.86 1.63 .0.92 0.50 `0.73 1:82 3 x 21/2 283 2.99 4.62 386 098 0.92 163 1.85 3 x 2 2.52 2.89 4.62 3.28 , 0.98 0.75 1'.32 2.13 , 3 x 11/2 229 2.80 4.62 268 0.98 0.70 132 216 3 x 1.1/4 2:17 2.74 4.62 2.39 0.98 0.67 0.97 , :2.03 *3 x 1 2.17 2.74 462 1.95 0.98 058 0.97 2.05 31/2 x 3• - - - - - - - 4 x3 1/2 3 54 369 579 5.20 108 103 224 2.44 4 x 3 3.30 3.60 5.79 4.62 1.08 0.98 2.60 2.40 4 x 21/2 3.05 3.51 579 386 1.08 0.92 2.00 2.46 4x2, 2.74 3.41 5.79 3.28 1:08 0.75 1.44 2.65 *4 x 11/2 274 3.41 579 268 108 070 1.44 268 5x4 - - - - - - - 6x4 - - - - - - 6x3• - - - - - - - 40 *Manufactured to WARD specifications CAST IRON 45° ELL CLASS 125 Center Outside Length of NPS to End Dia.of Threads Take A Band C(min) Out B(min) 1/4 A Add 3/8 r , 1/2' 0.88 1.34, 0.43 0.34 ; ;< = <�• 3/4 0.98 1.63 050 0.43 1 1.12 1.95 0.58 0:43 11/4 129 239 0.67 058 g 1'1/2• 1.43 268 0.70 0.70 <, 2 1.68 3.28 075 0.92 ` ` ''21%2 1.95-• 3.86 0.92 0.81 �e 3 2.17 462 0.98 0.97 31/2 - - - 4 2.61 579 1.08 1.31 5 6 - - - - CAST IRON STRAIGHT TEE CLASS 125 Center Outside Length of NPS to End Dia.of Threads Take A B and n) C(min) Out f3 1/4 3/8 0.95 1.12 0.36 0.54 > ;: 1/2 112 1.34 0.43 0.58 A 3/4 1.31 1.63 0.50 0.76 1 1.50 1.95` 0.58 0.81• 11/4 1.75 2.39 0.67 1.04 ` 11/2 1.94 2;68 0.70 1.21 \"lk 2 2.25 3.28 0.75 1.49 i i C 21/2 230 186 0.92 1.56 3 3.08 4.62 0.98 1.88 A --I 31/2 3.42 5.20 1:03 2.17 " 4 3.79 5.79 1.08 249 5 - - - 6 - - - - 41 CAST IRON REDUCING TEES CLASS 1251 -D2- C- E3 E2 g f D3 - 4 A D Outside Outside Outside Center Center Center Length of Length of Length of NPS to End to End to End Dia.of Dia.of Dia. Threads Threads Threads of Take Take Take Band Band Band Out Out Out A B C D(min) D2(min) D3(min) E(min] E2(min)) E3(min) 1/2 x 1/2 x 3/8 1.04 1.04 1.03 134 134 112 0.43 0.43 0.36 0.50 0.50 0.62 112x112x1A - - - - - - - - - *1/2 x 3/8 x 1/2 112 112 1.12 1.34 1.12 1.34 0.43 036 0.43 058 071 058 *1/2 x 3/8 x 3/8 1,12 1.12 . 1.12 1.34 -1.12 1.12 0.43 0.36 0.36 0.58 0.7.1• 0.71 . *3/8 x 3/8 x 1/2 1.12 1.12 112 1.12 1.12 1.34 0.36 0.36 0.43 0.71 0.71 0.58 314 x 3/4 x 1/2 1.20 1,20 1.22 1.63 1.63 .1.34 0,50 0.50 0.43 0.65 0,65 0.68 3/4 x 3/4 x 3/8 1.12 1.12 1.13 1.63 163 112 0.50 0.50 0.36 057 0.57 0.72 3/4 x 3/4 x 1/4 - - - - - - - - 3/4 x 1/2 x 3/4 131 122 1.31 1.63 1.34 1.63 050 0.43 0.50 0.76 0.68 0.76 3/40/2012 4.20 1.12 .1:22 1.63 1.34 1.34 0.50 0.43 0.43 0:65 0.58 0.68 1/2 x 1/2 x 3/4 1.22 1.22 1.20 1 340 1 340 1 630 0.430 0.430 0.500 068 0.68 0.65 i x 1 x3/4: 1,37 137 1:45 1.95 1.95 1.63 0.58 0.58 0.50' 0.68 0.68' 0.90 1 x 1 x 1/2 1.26 126 1.36 1.95 1.95 1.34 058 0.58 0.43 0.57 0.57 0.82 1 x 1 x 3/8', 1.18 1.18 127 1.95 1.95• 1.12 0;58 0.58 0.362 0.49 ``',,0.49 0.86" 1x1x1/4 - - - - - - - - - - - - 1'x 3/4 x 1 1.50 1.45.E 1.50 1:95 1:63 1:95' 0.58 0.50. 0.58 •0.81 0.90 0.81 1 x3/4x3/4 1.37 1.31 1.45 1.95 163 163 0.58 0.50 0.50 068 076 0.90 Tx 3/4 x 1/2 1.26 1.20 1.36 1.95 1:63. 1.34 0.58 0.50 0.43 0.57 . 0,65 0.82 1 x 1/2x 1 1.50 136 1.50 1.95 1.34 1.95 0.58 0.43 058 0.81 082 0.81 1 x 1/2 x 3/4 1.37 . ,,1.22 1.45 1.95 '.1.34 1.63 0.58 0.43 0.50 "0.68 '0.68 0.90 1x1/2x 1/2 - - - - - - - - 1 x 3/8 z 1 1.50 1,27 1.50 : ' 1,95 1.12 1.95 0.58 0.36 0.58 0.81 0.86 0,81 *1 x 1/4x 1 1.50 1.20 150 195 0.93 1.95 058 0.32 0.58 0.81 0.79 0.81 3/4 x 3/4 x 1 1.45 1.45 1.37 1.63 1.63 1.95 ,. T. 0.50• 0.50 0.58' 0.90 0,90.• 0.68 *3/4 x 1/2 x 1 1.45 145 1.37 1.63 1.34 1.95 050 0.43 0.58 0.90 0.91 0.68 1/2 x 1/2 x 1 - - - - - - - -- - - - 11/4 x 11/4 x 1 1.58 1.58 1.67 2.39 2.39 1.95 0.67 0.67 0.58 0.87 0.87 0.98 11/4 x 11/4 x3/4 1.45 1.45 1.62 2.39 2,39; 1.63 0,67 0.67 0.50 0.74 0.74 1.07 11/4 x 11/4 x 1/2 134 1.34 1.53 2.39 239 134 0.67 0.67 0.43 0.63 0.63 0.99 1.1/4 x 11/4 x 1/8 --- --- --- - --- --- --- --- 11/4 x 1 x 1 114 1.75 167 1.75 2.39 195 239 0.67 0.58 0.67 1.04 0.98 1.04 11/4 x 1 x 1 1.58 1.50 1.67 2:39 . 1.95. 1:95 - 0.67 0.58 0.58 0.87 0.81 0.98 11/4 x 1 x 3/4 145 137 162 239 195 163 0.67 1 0.58 050 074 1 0.68 1 07 *Manufactured to WARD specifications 42 CAST IRON REDUCING TEE CLASS 125 Outside Outside Outside Center Center Center Length of Length of Length of Dia.of Dia.of Dia.of Take Take Take NPS to End to End to End Band Band Band Threads Threads Threads Out Out Out A B C D(min) D2(min) 03(min) E(min) E2(min)) E3(min) 11/4 x 1 x 1/2 1.34 1:26 1.53 2.39 1.95 1.34 0.67 0.58, 0.43 0.63- , 0.57. 0.99:. 1 1/4 x 3/4 x 1 1/4 175 1 62 175 2.39 1.63 239 067 0.50 0.67 104 107 1.04 •11/4x314 x 1 1 58," 1:45 1.67- 2.39 1.63 1.95 0.67 0.50 058 0.87• "0.90 0.98 11/4 x 3/4 x 3/4 1.45 1.31 1.62 2.39 1.63 1.63 067 0.50 0.50 0.74 0.76 1.07 *1 1/4x 3/4 x 1/2 " '"1:45 1.31 1.62 2.39 1.63 1.34 0.67 0.50 0.43 0.74 0.76 1.08 1 1/4 x 1/2 x 11/4 175 1.53 1.75 2.39 134 239 067 0.43 0.67 104 0.99 1.04 .1`1/4 x112 x l 'a' 1:58 " 136 1.67 2.39 1.34 1.95 0.67 6.43 0.58 0.87 . 0.82 0.98 *11/4 x 1/2 x 3/4 1.45 1.31 1.62 2.39 134 163 0.67 0.43 0.50 074 077 1.07 *1 1/4 i1/2 x 1/2 1.34 1212 1.53, 2.39 1.34 .1.34 0.67 0.43• 0.43 : :,0.63 0.58 .0.99 11/4 x 1/2 x 3/8 1.58 1.45 1.45 2.39 1.34 112 067 0.43 036 0.87 0.91 1.04 *11/4 x 114 x 1 J/4 1.75 1,53 1.75 2.39' 0.93 2:39 0.67 0.32 0.67 1.D4 1.12 1.04 *1 1/4 x 1/8 x 1 1/4 175 1.53 1.75 2.39 0.81 2.39 067 0.32 0.67 1.04 1.26 104 1 x 1•x 1114 1.67 1.67 1.58 1.95 1.95 2.39 0.38 0.58 0.67 0.98 0.98 0.87 *1 x 3/4 x 1 1/4 1.75 162 1.75 195 1.63 2.39 0.58 0.50 0.67 1.06 1.07 1.04 *1 x 1/2 x 1114 135 1.53 1.75 1.95 1.34 2.39'' 0.58 0.43 0.67 1.06 0.99 1.04 11/2 x 11/2 x 11/4 1.82 1.82 1.88 2.68 2.68 2.39 070 0.70 0.67 1.09 1.09 1.17 1112 x 11/2 x 1 1.65 1.65 1.80 2.68 2.68 1:95 0.70 030 0.58 0.92" 0.92 1.11 1 1/2 x 1 1/2 x 3/4 1.52 1.52 1.75 2.68 2.68 1.63 070 070 050 0.79 0.79 1.20 1.1/2 x 1.1/2 x 1/2 1.41 1.41 1.66 2.68 2.68. 1.34 0.70 0.70 0.43 6.68 0.68 1.12 . 1 1/2 x 1 1/2 x 3/8 141 141N1.66 2.68 2.68 1.12 070 070 036 0.68 0.68 1.25 1'1/2 x 11/4 x 11/2 1.94 1.88 2.68 2.39 2.68 0.70 0.67 0.70 1.21 1.17 1,21 1 1/2 x 11/4 x 1 1/4 1.82 1.75 268 2.39 2.39 0.70 0.67 0.67 1.09 104 1.17 11/2 x 1 1/4x 1 1.65 1.58 2.68, 239 1:95 0:70 0.67 0.58 0.92 0.87 1.11 11/2 x 11/4 x 3/4 1.52 1.45 268 239 1.63 0.70 0.67 050 079 0.74 1.20 11/2 x 11/4 x 1/2 1.41 1.34 2.68 2.39 1.34 0.70 0.67 0.43 068 0.63 . 1.12 11/2 x 1 x 11/2 1.94 1.80 2.68 1.95 2.68 070 0.58 070 1.21 1.11 1.21 11/2x1 x 1 1/4 1.94 1.80 .• 2.68 1.95 2.39 0.70 -0.58 0.67 1.21 1A1 1.23 1 1/2 x 1 x 1 1.65 1.50 1.80 268 1.95 1.95 0.70 0.58 058 0.92 0.81 1.11 *11/2x1 x3/4 1.65 1.50 1.80 2.68 1.95 1.63 0.70 0.58 0.50 '0.92 -0.81 1.25• *11/2 x 1 x 112 1.41 134 1.66 268 1.95 134 070 0.58 0.43 0.68 0.65 1.12 11/2x3/4x11/2 1,94 1.75•• 1.94 2.68 1.63 2.68 0.70 0.50 0.70 1.21 1;20 1.21 11/2 x 3/4 x 11/4 1.82 162 188 2.68 1.63 239 070 050 1.09 1.21 107 117 *1 1/2x3/4x 1 1.65 1.50 1.80 2.68 1.63 1.95 0.70 0.50 - 0,58 0.92 0.95 1.11 *1 1/2 x 3/4 x 3/4 1.65 150 180 2.68 1.63 1.63 070 050 050 092 0.95 1.25 *11/2 x 3/4 x 1/2 1:52 1.37 ; 1.80 2.68 1.63 1.34 0.70 '0.50 0.43 0.80 = 0.82. 1.26 1 1/2 x 1/2 x 1 1/2 194 1.66 1.94 268 1.34 2.68 070 0.43 0.70 1.21 1.12 1.21 *1 1/2 x 1/2 x 1.1/4 1.94 1.66 1.94 2.68 1.34 2.39 0,70 0.43, 0.67 121 1.12 1.23 11/2 x 1/2 x 3/4 1.52 1.37 1.80 2.68 1.34 1.63 0.70 0.43 0.50 0.80 0.84 1.25 *1 1/2 x•1/2 x 1/2 1.52 1.37 1180 2.68 1.34 1.34 0.70, 0.43 0.43 0.80 ," 0.84 1.26 1 114 x 11/4 x 11/2 1.88 1.88 1.82 2.39 2.39 2.68 0.67 0.67 0.70 117 1.17 1.09 1 1/4 x 1 x 1 1/2.,- 1.88 1.80 1.82 2.39 1:95 2.68 0.:87; 0.58 0.70 1.17 1.11 1.09• *1 1/4 x 3/4 x 11/2 1.94 1.75 1.94 239 1.63 2.68 0.67 0.50 070 123 1.20 1.21 *11/4 x 1/2 x 1 1/2 1.94 1.66 1.94 2.39 '.34 2.68 0.67 0.43 0.76 1.23 1.12 1.21 *Manufactured to WARD specifications 43 CAST IRON REDUCING TEE CLASS 125 Outside Outside Outside Center Center Center Length of Length of Length of Dia.of Dia.of Dia.of Take Take Take NPS to End to End to End Band Band Band Threads Threads Threads Out Out Out A B C D(min) D2(Min) D3(min) E(min) E2(min) E3(min) 1 x 1 x 1 1/2 180 180 1.65 1.95 1.95 2.68 0.58 058 0.70 1.11 1.11 092 2 x 2 x 1 1/2 202 102 2.16 '128,,28. 3.28 '.2:68 0.75 0.75 0.70 1.26 1.26' 1.43 2 x 2 x 1 1/4 190 1.90 2.10 328 328 2.39 0.75 075 0.67 1.14 1.14 1.39 2 x 2 x 1 1.73 1.73 2.02 ' 3.28 3.28 -1.95 0.75 0.75 0.58 0.97 ` 0.97 1.33 2 x 2 x 3/4 1.60 160 1.97 328 328 163 0.75 075 050 084 084 1.42 2 x 2 x 1/2 1.49 :1.49 1.88 3.28 3:28 1.34 0.75 0.75 0.43 •0.73 0,73 1.34 - 2 x 1 1/2x2 2.25 216 2.25 328 2.68 3.28 075 0.70 0.75 149 1.43 149 2 x 11/2 x 11/2- 2.02` 1.94 2;16 3.28 2.68), 2.68 0.75 0.70 0.70 1.26 1 21 1.43 2 x 11/2 x 1 1/4 2.02 194 2.16 3.28 2.68 2.39 0.75 070 0.67 126 1.21 1.45 2 x 1 1/2x 1 133, 1.65 2.02 .3.28 168 1.95 0.75 0.70 0.58 0.97 0.92 1.83 2 x 1 1/2 x 3/4 160 152 1.97 3.28 2.68 1.63 0.75 070 0.50 084 079 1.42 2 x 1 1/2-x 112 i.49, 9,41, 1.88 3-28 "2:68 1.34 0.75 •0.70 0.43 0.73 6.68• 1,34 2 x 1 1/4x2 225 2.10 2.25 328 2.39 3.28 0.75 067 075 1.49 1.39 1.49 2 x 11/4 x 11/2 1.02 1.88 2.16 3.28 2.39 2.68 0.75 0.67 f 0.70' -0.26 1.17' 1.43 2 x 1 1/4 x 1114 1.90 1.75 210 3.28 239 239 0.75 0.67 0.67 1.14 1.04 139 2x 1 114 x V 1,73 1.58 2.02 3.28 2.39 1.95 035•'' 0,67 0.58 0.97 0.87•• 133 2 x 1 1/4 x 3/4 - - - - - - - - - - - - �2 x 1 1%4`x 1/2 1.49, 1.41 1:88 3.28 2.39 1.34 0.75 0.67.., 0.43 0.73 0.70.- 1.34 2 x 1 x 2 225 202 225 3.28 195 328 0.75 0.58 075 149 1.33 1.49 2 x 1 k 1 1/2 2.02 1.80 2,16, 328 1.95 2.68 0.75,, 0.58 0.70 1.26 111 1.43 2 x 1 x 11/4 1.90 1.67 2.10 3.28 195 2.39 0.75 0.58 0.67 1.14 098 1.39 *2 x_1 x 1 1.73 1.94 2.02 328 1.95 1.95• _. 0.75 0.58 0.58 0.97 1.25 1.33 *2 x 1 x 3/4 1.73 1.94 2.02 3.28 1.95 1.63 0.75 058 050 0.97 1.25 147 2x3/4x2 2.25 1,97 2.251 3.28 1.63 3.28 0.75 0.50 0.75 1.49• 1.42 1.49 *2 x 3/4 x 1 1/2 2.25 1.97 2.25 3.28 1.63 2.68 0.75 0.50 070 1.49 1.42 152 *2 x 3/4,x 1 114 2.25 1.97 2.25 3.28 1.63 2.39 035 , .0.50 0.67 1.49 1.42 1.54 *2 x 3/4x 1 173 194 2.02 3.28 163 195 075 0.50 0.58 0.97 139 1.33 *2 x 314 x 3/4 1.60 1.60 1:97 3.28 1.63 1.63 0.75 0.50, 0,50 0,84 1.05 1,42 *2 x 3/4 x 1/2 160 1.60 1.97 3.28 1.63 134 0.75 0.50 0.43 0.84 105 1.43 2 x 1/2 x 2 225 1.88- 2.25 3.28 114 3.280• 0:75 0.43 0.75 1.49 1.34 1.49 *2 x 1/2 x 11/2 2.02 1.66 2.16 328 134 2.68 0.75 0.43 070 126 112 1.43 *2 x 1/2 x 11/4 2.02 1.66 2:16 128 1.34 2.39 0.75 0.43, 0,67 1.26 1.12 1.45 *2 x 1/2 x 3/4 1.60 1.60 197 3.28 1.34 1.63 0.75 0.43 0.50 084 1.06 1.42 *2 X-1/2 x 1/2 1.60 1.60 1.97 2 13.28 1.34 1.34 0.75 0.43 .0.43 6.84 1.06 .1.43 1 1/2 x 1 1/2 x 2 2.16 2.16 202 268 2.68 3.28 0.70 070 0.75 1.43 1.43 126 11/2 x 1 1/4 x 2 2.16 2.10 2,02 2.68 2.39 3.28 0,70 0.67 0.75 1.43 .1.39• 1.26 11/2 x 1 x 2 2.16 2.02 2.02 2.68 1.95 3.28 0.70 0.58 0.75 143 133 126 .11/4xl1/4x2 - - - - - - - - - - 11/4x1x2 - - - - - - - - - - - - 1xlx2 - - - - - - - - - 21/2 x 2 1/2 x 2 2.39 2.39 260 386 386 3.28 0.92 0.92 075 1 25 1.25 1.84 21/2x21/2x.11/2 2.16 216 2.51 3.86 3.86 2.68 0.92 0.92 0.70 1.02 1.Q2 1.78 *Manufactured to WARD specifications 44 .CAST IRON REDUCING •TEE' `CLAS-S 125 Outside Outside Outside Center Center Center Length of Length of Length of NPS to End to End to End Threads Threads Threads Dia.of Dia.of Dia.of Take Take Take Band Band Band Out Out Out A B C D(min) D2(Min) 03(min) E(min) E2(min)) E3(min) 21/2 x 21/2 x 11/4 2.04 2.04 2.45 386 3.86 2.39 0.92 0.92 067 0.90 0.90 174 21%2 x 41/2 x 1 r - .1.87; 1.87 `2.37 3.86 '3,86 195 - =";0:92 0.92"-> "' 0.58 -,0 73 "0.73 1.68 21/2 x 21/2 x 3/4 1.87 1.87 2.32 3.86 3.86 1.63 0.92 0 92 0.50 0.73 0.73 1.77 il%2•`x21%2k-1/2 1:87 1.87 , 2.23= 386,,, 3.86' =1:34 ,0.92= 092{.;• r .043 = 0.73f ,^0.73 _1.69 21/2 x 2 x 21/2 2.70 260 2.70 386 328 386 0.92 075 0.92 1.56 1.84 1.56 21/2 x 2 x 2 2.39;; 2.25' ,",2.60, 386' .75 3.28 R_'3:28s, 0.92 t•„ 0 . ;0.75 : 115 1.49. 1.84 21/2 x 2 x 1 1/2 2.16 2.02 2.51 386 328 2.68 0.92 075 0.70 1.02 1.26 1.78 ' £ "''^`2:39'• '0.92 0.75 ".`0.67, 0.90 1:14. . 1:74. 21/2'x 2 x 1 1/4 2'k 1.90. 2.45 3.86;: k-.'3.28_; --�.,. 21/2 x 2 x 1 1.87 1.73 2.37 3.86 3.28 1.95 0.92 0.75 0.58 0.73 0.97 1.68 2 x 2 x 3/4 1.74- 1.80 ' ` 2,32 3.86'< 3.28 ' 1.63 0,92""'"` 0.75 0.50_ 0:60 A. 1.77 21/2 x 2 x 1/2 1.63 149 223 386 328 1.34 0.92 0.75 0.43 0.49 0.73 1.696 '"21/2 X 1,1/2x 21/2 2:70 2.51 '2.7Qx^; 3.86''; 2.68 x''"nc3.86 "0:92' 0.70 0.92 -1:56.:: ;Y1.7V 1.563 21/2 x 1 1/2x2 2.39 216 2.60 3.86 2.68 3.28 0.92 0.70 0.75 1.25 1.43 1.84 21/2x1J1/2xIi/2' 2.16-' 1.94"a °'2.51''-: 3.86f ;b2:68 2,68 0.92, <` 0.70•= 6.70 1,02 x1:21 1.786 *21/2 x 11/2 x 11/4 2.04 190 2.45 3.86 268 239 0.92 070 0.67 090 1.17 1.743 *21%2•x1�.1/2x1/2' 1-.63:` `"tA49 .2:23;-,` 3.86; „`2.68 1:34`; :0.92. 0.70 0:4$.,r 0.49; :e0.76: "1:696 21/2 x 11/4 x 21/2 2.70 245 2.70 3.86 2.39 3.86 0.92 0.67 0.92 1.56 1.74 1.563 21/2'x 1 1/4 x 2,..';M 2.70 2,45.K' '2.70-: ' 3.86., 2.39 8 3.28 "0.92 0.67 0.75 1.56> "�9.74 1:94 , *21/2 x 1 1/4 x 11/2 2.16 1.94 2.51 3.86 239 2.68 0.92 0.67 0.70 1.02 1.23 1.78 *21/2•xa•1/4xj 1/4;., ,;t 2.04' e:-2.45': 3.86' 239 2.39 -0.92' 0.67, ,0.67- 0.90 1;'1:19 1A74 *21/2 x 11/4 x 1 2.14 212 2.51 3.86 239 1.95 0.92 0.67 058 100 141 182 21/2 x 1 xa2,1/2 .2,70 2.37= 2:70 3.86 1.95 3 86 0.92, = 0.58 s A.92, '1.68` 1.56 21/2 x 1 x2 2.39 202 2.60 3.86 1.95 3.28 092 058 075 125 1.33 184 *21/2 x 1 x 11/4'_'y' :2:14'° `2.12 :'2:51 3.86 1:95 2.39 0.92 0.58 ;0.67 1.00 i x,;,1:43 . *21/2 x 1 x 1 1.94 1.75 2.37 3.86 1.95 1.95 0.92 058 0.58 0.80 1.06 1.68 ,2,1/2ke1<x3/4 :F' ;1:94, , 1.75 <2.37.. 386'; 1.95 ` ? 1.63 x;.0,920 0.58 %0.50' 0.80` `'1:06. L82 21/2 x 3/4 x 21/2 2.70 2.32 270 386 1.63 3.86 0.92 0.50 0.92 1.56 1.77 1.56 *2'1/2 x"3/4 x2 2.70 2.32 2.70 386 1,63 = 3:28 il0:92;,• 0.50. 0.75. 5".':1.56 1.77 1.94 *21/2 x 3/4 x 3/4 1.94 1.75 2.37 3.86 1.63 1.63 0.92 0.50 0.50 080 1.20 1.82 ., .�,...,, ... .... . • , ... ... - , " , s P 1/2 x 1/2 x 2.i/2 '270 - 2,23 2.70 ' 3.86" ;1.34 r 3.86 ;- =X0.92.4„'" .0.43.-, - x.0.92:' 1:56,, 1.69. :1.56 *21/2 x 1/2 X 2 2.70 260 2.70 386 134 328 092 043 075 156 2.06 1.94 "2 x 2 x•2;1/2 '2.60. 2.60 2.39 3.28, '3.28 - a 3.86 0.75 'c's 0.75., .:0.92`.. 1,84; 1.46,,, 1:25 2 x 1 1/2 x 21/2 260 2.51 2.39 3.28 268 3.86 0.75 0.70 0.92 1.84 1.78 1.25 2x; * 83.8675 , , 74` F 1.25.2.39-1/2 :.,2.391'i/4z27 *2 x 1 x 21/2 2.70 245 2.70 3.28 1.95 3.86 0.75 0.58 0.92 1.94 1.76 1.56 ,2x3/4-x2:1/2 2:70 2:32' 1.70. 3.29 >�3:W 0:75Y' D56 0.92 1:94`x, 1.77 1.56 11/2 x 11/2 x 21/2 2.51 251 2.16 2.68 2.68 3.86 0.70 0.70 0.92 1.78 1.78 1.02 3X'3'x21/2 :2.83. " 183-. 2.99":' 4:62`,n x4.62"- `,3.86' 0:98$ rri' . 0.98 .;0.92; 1:83. 10,, 1.85' 3 x 3 x 2 2.52 2.52 2.89 4.624.62 328 0.98 0.98 0.75 1.32 1.32 2.13 3Y3 1"1/2 2:29 2.29 2.80• 4.62 n-';.4.62" :'',2:68 0.98,° 0.98 0:70' 1.09" ;-1:09 2.07 3 x 3 x 11/4 2.17 2.17 2.74 4.62 4.62 239 0.98 0.98 0.67 0.97 0.97 2.03 3 x 3 x 1 2.00 2;00 ;2.66 `' ...4.62> ;°, 4:62 " :'<1'.95 0:98 0.98 >0.58' '0.80 *Manufactured to WARD specifications 45 CAST .IRON REDUCING. TEE CLASS 125 Outside Outside Outside Center Center Center Length of Length of Length of Dia.of Dia.of Dia.of Take Take Take NPS to End to End to End Threads Threads Threads Band Band Band Out Out Out A B C D(min) D2(Min) D3(min) E(min) E2(min) E3(min) 3x3x3/4 - - - - - - - - - - - - 3x3x1/2 - - - - - - - - - - - 3 x 2 1/2x3 308 2.99 308 462 386 462 098 0.92 098 1.88 185 1.88 3x2 1/2 x 21/2 2.83. _2.70 2.9.9 4.62 3 86.' 3.86 0.98 0.92 0.92 1.63 1.56, 1.85 3 x 21/2 x 2 252 2.39 2.89 462 3.86 328 0.98 0.92 075 1.32 1.25 2.13 3 x 21/2 x 1'1/2 - - - - - - - - 3 x 21/2 x 1 1/4 2.17 204 274 4.62 386 2.39 0.98 092 0.67 0.97 0.90 203 3x21/2x1., - - - - - - - - - - - 3 x 2 x 3 3.08 289 3.08 462 3.28 4.62 098 075 0.98 1.88 2.13 1.88 3 x 2 x 21/2 2.83 `2.60 2.99 4.62 3.28 3.86 098 0,75 0.92 1.63 1.84 1.85 3 x 2 x 2 2.52 225 289 4.62 3.28 3.28 0.98 075 0.75 1.32 1.49 213 3 X 2 x 1"1/2 2.29 2.02 2.80 4.62 3.28 2,.68 0.98 0.75 0.70, 1.09 1.26 `2.07 3 x 1 1/2x3 3.08 2.80 308 4.62 2.68 462 0.98 070 0.98 188 2.07 188 *3.x 11/2 x 2 2.52 'J.25 2.89 4.62 2.68 3.28 0.98 0.70 0.75 132 152 2.13 *3 x 1 1/2 x 11/2 2.52 225 289 462 2.68 2.68 0.98 0.70 0.70 1.32 152 216 3x t't/4 x 3" 3.08 2.74 3.08 4.62 2.39 4.62 0.98 0:67 0.98 1.88 2.03 1.88 *3 x 1 1/4x2 2.52 270 2.89 4.62 2.39 3.28 098 0.67 075 1.32 1.99 2.13 3 x 1 x 3 3.08 2.66 3.08 4.62 1.95 4.62 0.98 . 0158 0.98 1.88 1.97 1.88 *3 x 1 x 2 2.52 263 2.89 4.62 1.95 328 0.98 0.58 075 132 1.94 2.13 3 x"3/4 x 3" 3.08 .2.61 3.08 4.62 1.63 4.62 0.98 0.50 0.98 1,88 2.06 1.88 21/2 x 21/2 x 3 2.99 299 2.83 3.86 386 462 0.92 092 0.98 1.85 185 163 21/2 x 2 x 3 2.99 2.89 2,83 3,86 •3.28 4.62 0.92 0,75 0.98 1,85 2,13 1.63 2 x 2 x 3 2.89 2.99 2.52 328 3.28 4.62 0.75 0.75 0.98 213 223 1.32 *1 1/2 x 11/2 x 3 2.83 2.83 2.27 2.68 2.68 4.62 0.70 .0.70 0.98 2.10 2.10 1.07 31/2 x 31/2 x 3 318 3.18 3.33 5.20 5.20 4.62 1.03 103 0.98 1.93 193 213 -31/2 x 31/2 x 2.1/2 2.93 2,93. 324 .5.20 - 5.20 3.86 1.03 1,03 0.92 1.68 1.68 2,10 31/2 x 31/2 x 2 2.62 2.62 314 520 520 3.28 1.03 1.03 0.75 137 1.37 2.38 31/2 x 31/2 x 11/2 2.39 2.39 3.05 5.20 5.20 268 1.03 1.03 0.70 1.14 1.14 2.32 31/2 x 31/2 x 11/4 2.27 2.27 299 5.20 5.20 2.39 103 1.03 067 102 102 2.28 31/2 x 31/2 x 1 2.10 -2.10 ` '2.91 5.20 5.21) 1,95 1.03 1.03 0.58 -0,85 0.85 .2.22 *31/2 x 3 x 31/2 3.42 3.42 3.42 5.20 462 520 1.03 0.98 103 2.17 222 2.17 31/2 x 3 x3, 3.18 3.08 '333 1 5:20 4:62 4.62 1.03 0.98 098 1:93 1.88, 2.13 31/2 x 3 x 21/2' 293 2.83 3.24 520 4.62 386 1.03 098 0.92 1.68 1.63 2.10 3 1/2 x 3 x 2 2 62 F 2.52 3.14 5,20 4.62• 3.28 1.03 0.98 0,75 9.37 1.32 "'•2.38 31/2 x'3 x 1 1/2 2.39 2.29 3.05 5.20 4.62 268 1.03 098 0.70 1.14 1.09 2.32 *31/2 x 3 x 11/4 2.39 '2.29 3,05 5.20 4.62 • 2.39 1.03 0.98 0.67 1.14 1 S 2.34 *31/2 x21/2 x2 - - - - - - - - - - - - 31/2 x 11/4 x 31/2 • 3.42 2.99• ' 3,42 5.20 . 2,39 5.20 1.03 0,67 1.03 2.17 2.28 2.17 31/2 x 1 x 31/2 3.42 291 3.42 5.20 1 95 5.20 1.03 0.58 1.03 217 2.22 2.17 3 x,3 x 31/2 3.33 1.33 3.18• , „r 4.62 4.62 5.20 0.98 0.98 1.03 2.13 2.13 1:93. 4 x 4 x 31/2 3.54 3.54 369 5.79 5.79 5.20 1.08 1.08 1.03 224 2.24 2.44 4 x 4 x 3 3,30 3.30 3.60 5.79 5,79 4,62 1.08 1 1.08 1 0,98 2.00 1-,2.00 2:40. *Manufactured to WARD specifications 46 CAST IRON REDUCING TEE CLASS 125 Outside Outside Outside Center Center Center Length of Length of Length of Dia.of Dia.of Dia,of Take Take Take NPS to End to End to End Band Band Band Threads Threads Threads Out Out Out A B C D(min) D2(Min) D3(min) E(min) E2(min) E3(min) 4 x 4 x 21/2 3.05 305 3.51 579 579 386 1.08 -1 08 0.92 175 175 237 4 x 4 x 2 2:74 2.74 3.41 ` 5.79 539 3.28, 1.08 1.08 0.75 1.44 1.44 2.65 4 x 4 x 1 1/2 2.51 251 332 579 5.79 2.68 1.08 108 0.70 1.21 121 259 4x4x11/4 - - - - - - - - - - - 4x4x1 - - - - - - - - - - - - 4x4x3/4 - - - - - - - - - - 4 x 31/2 x 4 379 3.69 379 5.79 5.20 579 1.08 1.03 1.08 249 2.44 249 4 x 31/2 x 31/2 3.54 3.42 3.69 ...5.79 `5.20' 5.20 1.08 1.03 1.03 2.24 2.17 2.44' 40 1/2x 3 330 3.18 3.60 5.79 520 4.62 108 1.03 0.98 2.00 193 240 4 x 31%2 x 21/2 3.05 2.93 3 51 "''.5:79 ` 5.20 3.86 1.08 1.03 0.92 1,75 1.68 2.37 4 x 31/2 x 2 2.74 2.62 3.41 5.79 5.20 3.28 1.08 1.03 075 1.44 1.37 2.65 4 x 31/2 x 11/2 2.51 2.39 3.32 5.79 ti 5.20 2.68, 1.08 1.03 .0.70 1.21 1.14 2.59' 4 x 3 x 4 3.79 3.60 3.79 579 4.62 5.79 108 0.98 1.08 2.49 2.40 2.49 *4 x'3 x 31/2 3.79 3.69 379 539 *62., 5,20 1,08 0.98 1.03 2.49• 2:49 2.54 4 x 3 x 3 3.30 3.08 3.60 5.79 4.62 4.62 1.08 0.98 0.98 2.00 1.88 2.40 4 x 3 x 21/2 ' 3,05- 2:83 3.51 5.7,9 4.62 3:86 1:08 0.98 '0.92 1.75; 1.63 2.37. 4 x 3 x 2 2.74 2.52 3.41 5.79 4.62 328 1.08 0.98 075 1.44 1.32 2.65 *4 x3 x 1 112 2.51 _ 2.39 3.32 5,79 4.62 2.68 1,08 0.98 0.70 121 1.1.19• 2.59 4 x 21/2 x 4 379 3.51 3.79 579 3.86 5.79 108 0.92 1.08 2.49 2.37 2.49 441/2x 3 3.30 2.99 3.60 5.79 3.86 4.62 .1.08 0.92. 0.98 2.00 1.85 2.40 4 x 21/2 x 21/2 305 2.70 3.51 5.79 386 3.86 1.08 0.92 092 1.75 1.56 2.37 *4 x 21/2 x 2 3.05 2.70 3.51 5.79 3.86 3.28 108 0.92 035 1.75 .' 1,56 2.75 " 4 x 2 x 4 3.79 341 3.79 5.79 328 5.79 1.08 0.75 1.08 2.49 2.65 2.49 *4 x 2.x 21/2 3.05 2.70 3.51' 5.79 3.28 3.86 1.08 0.75 0.92 1.75 1.94 ,2.37 4 x 2 x 2 2.74 2.25 3.41 5.79 3.28 3.28 1.08 0.75 0.75 1.44 149 2.65 *4 x P x 11/2, 2.74 125 3,41 5.79 3.28 2.68 1.08 0.75 '0.70 1.44 1,49 2.68 4 x 1 1/2x4 379 332 3.79 579 2.68 5.79 1.08 0.70 108 2.49 2.59 2.49 *4 x 1 112 X 2 ,. 2.74 2.25 3.41 5.79 2.68 3.28 1.08 "0.70 0.75 .1.44 1.52 2.65 *4 x 11/2 x 11/2 2.74 2.25 3.41 5.79 2.68 2.68 1.08 0.70 0.70 1.44 1.52 2.68 4 x 11/4 x 4 3.79 3.26 3.79 5.79 2,39 5.79 1.08 0:67 <1:08 2.49 2.55 2.49 . 4 x 1 x 4 3.79 3.18 3.79 1 579 1.95 5.79 1.08 058 1.08 2.49 2.49 2.49 31/2 x 31/2 x 4' 3.69 3.69 3.54 5.20 5.20' 5.79 1.03 '1.03 1.08 , 2.44. 2.44 2.24 . 3x3x4 - - - - - - - - - - - - ,5x5x4 - - - - - - - - - - - 5x5x3 - - - - - - - - - -5x5 x21/2 - - - - -- - - - - 5x5x2 - - - - - - - - - - - - 6x6x5 - - - - - - - - - 6x6x4 - - - - - - - - - - - 6x6x3 - - - - - - - *Manufactured,to WARD specifications 47 CAST IRON CONCENTRIC REDUCING COUPLING CUSS 125 Outside Outside Length of Length of Length of Dia.of Dia.of Threads Threads Take Take NPS Coupling Band LargeEnd Small End Large End Out Out A Small End B2(min) C(min) C2(min) `W B(min) . 3/4 x 1/2 1.50 '1.31 r "1.62` 0.43 0.50 0.20 . 0.22_ . 1 x 1/2 1.70 1.31 1.99 0.43 0.58 0.85 0.85 1 x 3/4 1,70. 1.63 -1.99 -0.50• 0.58 0.85 0.85 'W101 ftV 1 1/4 x 1 2.130 1.95 2.39 0.58 0.67 0.17 0.30 1 1/4-x 3/4 2.13 1:95 2.39 0.50 0.67 0.17 0.32 1 1/4 x 1/2 - - - - - - - 1'1/2 x 1114 2.25 2.39 2.68• 0.67 0.70 0.36 0:52..,, B2 11/2 x 1 2.25 2.39 268 0.58 0.70 ,] 1/2 x 3/4 - - - - - 11/2x1/2 - - - - - - - 2 x 1 1/2• 2.32 2.68 3.28 0.70 ` 0:75 0.4 0- 2 x 11/4 2.32 2.39 3.28 0.67 0.75 0.40 0.45 C 2 x 1 2.32 1.95 3:28 - 10.58 0.75 0.40 0'.44 2 x 3/4 2.32 1.63 3.28 0.50 0.75 0.40 0.45 B 2 x 1%2 2.32 1.63 3:28 0:43 0.75 0.40 0.48. I I 21/2 x 2 2.63 3.28 3.86 0.75 0.92 0.18 0.56 21/2 x 11/2 2.63 3.28 -3.86 0.70 0.92' 0.18 0.59 3x21/2 - - - - - - - 3 x 2 2.88 3:28 4:62 035 0.98 0.29 0.68 3 x 11/2 288 328 4.62 0.70 0.98 0.24 0.72 4x3 - - - - - 4x21/2 - - - - - - - 4x2 - 6x4 - - - - - - - 48 CAST IRON ECCENTRIC REDUCING COUPLING CLASS 125 Outside Outside Length of Length of Length of Dia.of Dia.of Threads Threads Take Take IVPs Coupling Band Large End Small End Large End Out Out A Sm1aIEd B2( min) C1(min) C2(min) B (min) ro 3/4'x-1/2 1.52 1.34 1.63 0.43 0.58 0:21 0:23 1 x3/4 1.60 163 1.95 0.50 0.58 0.12 0.25 1 x 1/2 1.59 1.34 1.95 0.43 0.58 „0.11 0.26 11/4 x 1 1.75 1.95 2.39 0.58 067 017 0.19 11/4 x 3/4 1.65 1.63 2.39 0.50 0.67 -02 0.28 11/4 x 1/2 1.58 134 2.39 0.43 067 0.08 026 11/2 x 11/4 1.85 2.39 2.68 0.67 0.70 -:0.20 0.22 11/2 x 1 1.78 1.95 2.68 058 0.70 017 021 �-�s1 -{ 1r1/2x3/4 1.68 1,63 2.68 0.50 0.70 0:12 0.29 cl 11/2 x 1/2 212 268 3.28 0.70 075 0.09 0.28 A 2 x 111/2 2.12 2.39 3:28 0.67 0.75 0.30 0,34 iijerC2 2 x 1 1/4 1.99 195 3.28 0.58 075 0.30 0.35 2x1 1.79 1.63 3.28 0.50 0.75 0.24 0.31 B2 2 x 3/4 - - - - - - - 2x1/2 - 21/2x2 - - - - - - - 21/2 x 11/2 - - - - - - - 21/2 x 11/4 - - - - - - - 2.1/2x.1,% - - - - - - - 3x21/2 - - - - - - - 3x2 - 3x11/2 - - - - - - - 3x1.1/4 - - - 3x1 - - - - - - - 4x21/2 - - - - - - 4x2 - - - - - - - 4x11/2 - - - - - - - 4x11/4 - - - - - - - 49 CAST IRON PIPE CAP CLASS 125 Overall Outside Length of NPS Height Dia.of Threads A C(min) � B(min) 21/2 1.810 3.860'-' 0.920 3 1.910 4.620 0.980g � hf� 31/2 2.030 5100, 1.030 $< 4 2 220 5.790 1.080 5, 2.380 7.050 1.180 6 2.630 8.280 1.280 8 2.880 10.630 1.470 CAST IRON HEXAGON COUPLING Width Overall Thread Across Length Take Take NPS Flats LenBLenCgth Out Out A HEX. 1 1.94 1.69 0.58 0.16 0.16 50 CAST IRON STRAIGHT CROSS CLASS 125 Center Outside Length of Take p NPS to End Band Threads Out A B(min) C(min) 3 1/2 1.25 1.34 0.43- 0.71 Y. 3/4 1.44 1.63 0.50 0.89 ; 1 1.63 1.95 0.58,-,, 0.94 41, c 1 1/4 1.94 2.39 0.67 1.23 1.1/2 2.13 2.68 00- 1.40 a _ A 2 - - - - B - 4 - - - - A CAST MON REDUCING CROSS CLASS 125 Center Center Outside Outside Length of Length of Take Take NPS to End to End Dia.Band Dia.Band Threads Threads Out Out A A2 B(min) B2(min) C(min) C2(min) 11/4x1 1.67 1.58 2.39 1.95 0.67 0.58 0.96 0.89 11/2x11/4 - - - - - - -11/2 x,1 1/4,x 1 - 11/2x11/4x1 x1 - - - - - - - - 1 1/2 x 1' ' 1.80 1.65 2.68 _1,95 0.70 0.58 1.07 0.96 11/2x1 x1 x1 - - - - - - - - 2x11/2 - - - - - - 2x11/4 - - - - - - - - 2x11/2x1x1 - - - - - - - 2 x 1 202 173 3.28 1.95 0.75 0.58 1.26 1.04 A C2 A A2 C B 51 G CAST IRON 90° STRAIGHT ELL CLASS 250 NPS 1/2 - 3/4 1 1/4 CAST IRON 45° STRAIGHT ELL CLASS 250 NPS 1/2 �- 3/4 11/4 11/2 21/2 CAST IRON STRAIGHT TEE CLASS 250 NPS 1/2 ? ,M. 3/4 :v 11/4 2 1/2 CAST IRON REDUCING TEE CLASS 250 NPS 1 1/4 x 1 114 x 3/4, uR ~fir 11/2 x 11/2 x 3/4 2x2x3/4 , 2x2x11/2 52 150 Jerusalem Ave. I Massapequa,NY 11758 Phone—(516)223-1941 1 Fax—(516)223-1482 !Metro Fire Protection SECTION 6 HANGERS & STRUCTURAL ATTACHMENTS HARDWARE THREADED ROD 50 All Thread Rod • Size Range: 1/4" th ru 7/8" • Surface Finish: Plain and Electro-zinc Plated `+iia? }' • Attaches hangers to structural attachments without threading s the rod, UNC Thread Form (VOTE: Low carbon: tensile: 58,000 psi; yield: 36,000 psi, available in Stainless Steel for 3/8" and 1/2" rod size RS Plain Finish u 114" 6' :,05062510PL 10' 240 1/4" 12' 0503706PL 3/8" 6' 610 050371 0PL 3/8" 10' 610 0503712PL 3/80, 12' 610 0505006PL 112" 6' 1130 0505010PL 1/2" 10' 1130 L 0505012PL 1/2" 12' 1130 0506206PL 5/8" 6' 1810 0506210P 5/8" 10' 1810 0506212PL 5/8" 12' 1810 0507506PL 3/4" 6' 2710 0507510PL- 3/4" 10' 2710 0507512PL 3/4" 12' 2710 0503706PL 7/8" 6' 3770 0508710PL 7/8" 10' 3770 0508712PL 7/8" 12' 3770 1~lectra-zinc Plated Finish 0502506EG 114" 61 - •240 0502510EG 1/4" 10` 240 0502512EG 1/4" 12' 240 0503706EG 3/8" 6' 610 0503710EG 3/8" 10' 6101 0503712EG 3/8", 12' 610 0505006EG 1/2" 6' 1130 - 0505010EG 1/2" 10' 1130 " 0505012EG 1/2" 12' 1130 0506206EG 518" 6' 1810 0506210EG 5/8" :10' 1810 0506212EG 5/8" 12" 1810 0507506EG 3/4" 6' -2710 0507510EG 3/4" 10' 2710 0507512EG 3/4" 12' 2710 0508706EG 7/8" 6' 3770 0508710EG 718" 101' 3770, 0508712EG 7/8" 12, 1 3770 *Load based on Max. 650°F 800-333-0852 223 www.erico.com SO TIC0 Re "\ n ' s c>V-11 MRa BEAM CLAMP 280 �A Universa( Malleable Iron Beam Clamp • Size Range: 3/8", 1/2", 5/8" and 3/4" rod sizes • Surface Finish: Black, Electro-zinc plated • Structural attachment to top or bottom of metal beams, purlins, channel, or angle iron • Setscrew made of hardened steep • For retainer straps see Models 300C and 035RS ° • Available with a HD finish by special order • Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 19 &23), install in accordance with ANSI/MSS-SP-69 us • Setscrew must be tightened and torqued onto the sloped side of the I-beam _B Plain.Finish 2800037PL 3/8" 3/4" 7/8" 3/8 500 4VA 28Q005bPL 1/2"` 3/4"' 7/8" 3/8 950 2800062PL 5/8" 3/4'" 7/8" 1/2 950 I $ .. o 2800075PL 3/41" 3i4." 1 it aia asci , Electro-zinc Plated Finish Its 2800037E6 318" 3/41" 7/8" 3/8 500 2800050EG 1I2" 3/4" 7/8" .3/8 950 2800062EG 5/8" 3/4"_. 7/8" 1/2 95.0 2800075EG 3/4" 3/4" 111 1/2 950 Recommended Torque** (for setscrews): Foot-lbs 4 5 11 21 34 Nm (5) (7) (15) (28) (46) **Recognizing that torque wrenches are generally not used or available on many job sites,the setscrew should be tightened so it contacts the I-beam and then an additional 1/4 to 1/2 turn added. 800-333-0852 91 www.erico.com HARDWARE ANCHORS 3458 Concrete Drop-in Anchor • Size Range: 318", 112" and 518" rod sizes • Surface Finish: Electro-zinc Plated M • Special anchor design offers fast and easy installation and a , provides maximum holding power P • May be installed flush with masonry surface NOTE: Furnished with a pre-assembled internal expander plug. 345R0037EG 318" 1-9116" 5/8'" 1/2" 6400 4220 Steel 345ROO50EG 112" 2" 13116" 518" 9000 6640 Steel 345ROO62EG 518" 1 2-1/2" 1-3116' 718" 15218 10380 Steel �s E I ! I 4 I F I e I E I ! I ! I F I HARDWARE ANCHOR RAWL L Concrete Pipe Spike - • Size e: 318" rod size • Use in con e with threaded rod �= • Vibration-resists ' <, RAWL3758 3/8" 114" 1- ! 800-333-0852 229 _.0000, www.erico.coni SWIVEL LOOP HANGER 100 Heavy Duty Adjustable Band Hanger NNW • Size Range: 1/2" through 8" • Surface Finish:Electro-zinc plated • Recommended for the suspension of stationary non-insulated pipe lines • Features a retained insert nut to ensure that the loop hanger and insert nut stay togetherf, '` ' • Conforms with Federal Specification WW-H-171 (Type 10), E Manufacturers Standardization Society (MSS) SP-58 and 3, SP-69 (Type 10) 1000050EG 1/2" 3/8" 2-3/4" 1" '300 3/4" - 8" 1/2" - 8" 100.0075EG 3/4"' 3/8" 3-1/16" 1" 300 SUL 1000100EG 1" 3/8" 3-5/W' 1" �a 300 OS 1000125EG 1-1/4" 3/8" 3-9/16" 1" 300 1000150EG 1-1/2" 3/8" 3-13/16" 1" 300 RS 1000200EG 2" 3/8" 4-1/4" 1" 300 1000250EG 2-1/2" 1/2" 5-5/8" 1-1/4" 1000 1000300EG 3" 1/2" 6-9/16" 1-114" 1000 B 1000350EG 3-1/2" 1/2" 7" 1-1/4" 1000 1000400EG 4" 5/8" 7-3/4" 1-5/16" 1100 I,'r 1000500EG 5" 5/8" 9-1/8" 1-5/16" 1100 1000600EG 6" 3/4" 10-5/8" 1-9/16" 1250 1000800EG 8" 7/8" 13-1/8" 1-5/8" 1250 LOOP ER SURGE RESTRAINT LHSRG �A .. .... Heavy Duty Adjust Sand Hanger " • Size Range: fits 1/2" through odel 100 loop hangers '= 'S �,f. ,:>- , • Surface Finish:CADDY' COAT Blac • Restricts the upward surge movement of �` �; ,. �a a activated fire sprinkler systems • Meets NFPA' 13 requirements • One size fits 1/2" thru 2" sizes of the el 100 loop hanger " N • Grips the loop hanger — e nut — allowing '` , fine tuning for heig lustment ,.. SULU tk. • Installs with ools 20 800-333- www.erico.com 150 Jerusalem Ave. I Massapequa,NY 11758 Phone—(516)223-1941 Fax—(516)223-1482 Metro Fire Protection SECTION 7 WELDED OUTLETS ---------- Description 4�, Roll Groove 0 MATERIALS: Highly Weldable grade black carbon steel equal to or exceeding the requirements of the American Society for Testing and Materials Specifications A- 135,A-795,A-53- OU.L.I U.L.C./F.M.WORKING PRESSURE. Schedule 40 Cut Groove/up to 500 CWP in PSI Schedule 40 Roll Groove up to 300 CWP in PSI Pressures have been established using listed and/or approved couplings and fittings of equal or higher ratings. Hydrostatic test of 2:1 for maximum working pressure and 5:1 for strength of body. (4:1 for r]QUALITY ASSURANCE AND INSPECTION: Dimensional integrity is assured with accurate machining, stringent quality control procedures, and sound fabrication techniques. Grooves, threads and bevels are constantly checked for proper alignment and concentricity, uniform depth,taper and degree,as applicable,conforming to established industry standards. MMARKING: For identification, each fitting bears the name"ISLAND"or registered trademark, along with appropri- ate figure number and end preparation designation In addition, the nominal outlet and header size in inches, and -4FIVI► indicating listing and approval with recognized testing laboratories. DDESIGN: Welded outlets are designed to provide unobstructed full flow-This is accomplished by making the inside diameter of the low weld volume machine coWntour precisely fit the outside diameter of the adjoining pipe/header to be welded The full penetration weld is made forming a smooth passageway to prevent catching or clogging of foreign matter.Therefore, no special allowances are necessary when utilizing computer hydraulic flow calculations. Type 40& 10 weld outlets are manufactured in a wide range of header sizes. Each fitting is manufactured "size on size".This means the outlet fits exactly on the header to which it is welded, so it is ideal for use with automatic weld- 'A ing machines. P-FINISH: Fittings are cleaned to bare metal internally and externally and protected with a smokeless rust inhibitor giv- ing a lasting finish to extend shelf life. ':PACKAGING: For convenience in warehouse handling, storage, and inventory control, Schedule 40 and 10 fittings A F Il the U.S.A C E D -B USTED **SUPPLIER:ISLAND FITTING ,ateIT .......... DAM] UW -PtAl AMETE-R.�- , fHjl xx S1 T -A XB ,J 2.5"X2.511 UL0117 3 2.635 2.875 0.120 1.00 2.5"X3" UL0118 3 2.635 2.875 0.120 1.00 2.511X4" UL0119 3 2.635 2.875 0.120 1.00 2.51'X 6)J UL0120 3 2.635 2.875 0.120 1.00 2.5%)X 811 UL0121 3 2.635 2.875 0.120 1.00 311 X 311 UL0122 4 3.260 3.500 0.120 1.20 YX 4" UL0123 4 3.260, 3.500 0.120 1.20 3"X 611 UL0124 4 3.260 3.500 0.120 1.20 311 X 811 UL0125 4 3.260 3.500 0.120 1.20 4"X 41) UL0126 4 4.260 4.500 0.120 2.10 4"X-6" UL01271 4 4.260 4.500 0.120 2.10 4"X 8" UL0128 4 4.260 4.500 0.120 2.10 6"X 6" UL0129 4 6.357 6.625 0.134 3.80 6"X 8" UL0130 4 6.357 6.625 0.134 3.80 6X 8" UL0131 4 8.329 8.625 0.188 6.20 Groove Welding Outlet )escription Jut Groove B LISTED FM sn�y;?se� K 1.25"X 1.25" UL0201 3 1.368 1,660 0.140 0.56 1.25"X 1.5" UL0202 3 1.368 1.660 0.140 0.56 ' 3 � 1.25"X 2" UL0203 3 1.368 1.660 0.140 0,56 1.25"X 2.5" UL0203A 3 1.368 1.660 0.140 0.56 1.25"X 3" UL0204 3 1.368 1.660 0.140 0.56 1.25"X 4" UL0204A 3 1.368 1.900 0.145 0.70 1,25"X 5" UL0205 3 1.368 1.900 0.145 0.70 ' 1.25"X 6" UL0205A 3 1.368 1.900 0.145 0.70 1.25"X 8" UL0205C 3 1.368 1.900 0.145 0.70 . 1.5"X 1.5" UL0206 3 1.610 1.900 0.145 0.70 . 1.5"X 2" UL0207 3 1.610 2.375 0.154 0.90 .. 1.5"X 2.5" UL0208 3 1.610 2.375 0.154 0.90 1.5"X S' UL0209 3 1,610 2,375 0.154 0.90 1.5"X 4" UL0209A 3 1.610 2.375 0.154 0.90 1.5"X 5" UL0210 3 1.610 2.375 0.154 0,90 1.5"X 6" UL0210A 3 V 1.610 2.375 0.154 0.90 2"X 2" UL0211 3 2.067 2.375 0.154 0.90 2"X 2.5" U L0212 3 2.067 2.375 0.154 0.90 2"X 3" UL0213 3 2.067 2.875 0.203 1.40 2"X 4" U L0214 3 2.067 2.875 0.203 1.40 2"X 6" UL0215 3 2,067 2.875 0,203 1.40 2"X 8" U L0216 3 2.067 2.875 0.203 1.40 -2.!Y'X 2.5" UL0217 3 2.469 2.875 0.203 1.40 2.5"X 3" UL0218 3 2.469 3.500 0.216 2.10 2.5"X 4" UL0219 3 _ 2.469 3,500 {?.216 2.1015 2.5"X 6" UL0220 3 2.469 3.500 0.216 2.10 y. 2.5"X 8" UL0221 3 2.469 3.500 0.216 2.10 3"X 3" UL0222 3 3.068 4.500 0.237 3.40 ` 3",X 4" UL0223 3 3.068 4.500 0,237 3.40 3"X 6" UL0224 3 3.068 4.500 0.237 3.40 3"X 8" UL0225 3 3.068 6.625 0.280 7.00 4"X 4" UL0226 4 4.026 6.625 0.280 7.00 4"X6" UL0227 4 4.026 8,625 0.277 10.40 4"X 8" U L0228 4 4.026 6"X 6" UL0229 4 6.065 6"X 8" U L0230 4 6.065 w a: 6"X.$" UL0231 4 7.981 %AnAnA#�iPYM�n� n�rf� 0 Bolts shall be smaller in diameter than the normal bolt hole diameter. [,,,n, Minimum bolt lengths shall be the sum of the mating flange W Pressure rating at atmospheric temperature for sizes 2"-12"is maximum thicknesses,the gasket,and the depth of the nut plus 1/8" (3.2mm)minimum before torquing.If threaded rods 175 psi. E-1 These flanges have the same diameter and drilling as class 125 Cast are used,they shall be the same length as the bolts deter- mined previously,plus the depth of the nuts.Flanges Iron flanges(ANSI B16.1) conform to AWWA C207. Description Im E IF-1-_11 Description MURv 'N =M777�T Slip-on & Reducing Blind A A B ---1 T T C C f FM rQr3'd( '01 L 1AMETEk T,17 E R,1 ET' A Z' "AMU. " L 2" 1FLS0909 6 3 4.75 0.5 4 0.75 4.2 4 0.75 2 1/2"-"' IFLIS1010 5.5 0.5 5,6 3)1 1FLS1111 7.5 3.66 0.5 4 0.75 6.3 8 212'1 9 4.6 7.5 0.625 0.75 8.5 6" 1FLS1414 11 6.7 9.5 0.688 8 0.875 10.9 8" FLS1515 13`5 8.7 11.75 0.68$ 8 0.875 15.6 101, 1FLS1616 1611 14.25 0.812 12 1 20 _12l' 7��lFLS171 13 0.6.38 _1 12 1 33.1 J9__ ....... --- zRE A, WDUCUN 2 1/2 X2 1FLR1009 7 2.4 5.5 0.5 4 0.75 5.6 3'X 1FLR11M, 7.5 4 6 0.5 4 6.3 3 X 2 1/2 1FLR1110 7.5 3.0 6 0.5 4 0.75 6.3 ' 4X2 �IFLRVQ 9 2A 7.5 0.625 i; 0.75 $:5 4X21/2 1,FLR1210 9 3.0 7.5 0.625 8 0.75 8.5 - 4X3 1FLR12114t '9 3.6' 7:5 0.625 8 015 8.5 6 X 2 1FLR1409 11 2.4 9.5 0.688 8 0.875 10.9 6 X 2 1/2 'IFLR1410 11. J' 3.0 9.5 0.688 _ 'L_8' 0.'875 10.9 J L-_ 6 X 3 1FLR1411 11 3.6 9.5 0.688 8 0.875 10.9 11 4.6 9.5, '0.688 8 0.875 10.9 6X4 '�IFLR1412!� 1FLR1511 13.5 3.0 11.75 0.688 8 0.875 15.6 r. 811X 3 8X4, 1 FLRI 51 Z 135 4.6 11.75_ 0:688 • 8 w 0.875 15.6 8 X 6 1FLR1514 13.5 6.7 11.75 0.688 8 0.875 15.6 10X6, 1FLR1614; 6.7 14.25 0.812 12 1 20.0 10X8 1FLR1615 16 8.7 14.25 0.812 12 1 20.0 n' 2" 1FLB0909 6 3 4.75 0.5 4 0.75 4.2 .'AFL6101Q'= 7 3 . -. - 5.5 ._0.5 4 0.75 5.6, Y 1FLB1111 7.5 3.6 6 0.5 4 0.75 6.3 4", 1FLB1212'z 8-.5 9, 4.6 0.625 8- 6" 1FLB1414 11 6.7 9.5 0.688 8 0.875 10.9 ' IFLB151�71 8.7 6:1-3 88 8 0.875 15.s • 101, 1FLB1616 16 11 14.25 0.812 12 1 20 913 17 0.938 12 1M 33.1 %Af&AnAl Threaded Welded Outlet - Import ,1 IniLet welding oulets are manufactured by Sigma Piping Products from highly FOR FIRE PROTECTION&OTHER LOW PRESSURE PIPING .,,•,• ,eldable steel which conforms to ASTM A 576/A 29.UniLets are designed spe- SYSTEMS:UnLets offer the user a high strength-low cost,forged Ifically for use with automatic welding equipment.Threads are cut in accordance threaded outlet specifically designed and manufactured to be � pith ANSI 61.20.1 national standard for tapered threads. installed on proprietary thin wall"FLOW PIPE",Schedule 10 and standard wall pipe. f Only three 1"outlets are required to fit header sizes up to 8". Simplifies and reduces cost of inventory I]Reduces stock numbers in inventory by reducing inventory E Only one %"or 3/4"outlet is required to •, Li Chill ring ensures proper positioning,speeds automatic welding, fit header sizes up to 8" and helps prevent burn or weld through. .r1. escrlptlon niLet B Branch Pipe - - Machine C ul us NPT THREAD AS / \ Faced PER ANSI 111201 LISTED C A / \ C J- Weld D G Header \ / F 4 7y{ ' g mammae([y','yaw£+. �=erC�p.,�ae¢:}�{� (: +w.u..y�*iy }.'..w #"._.. .w 3f3� 'q► '" ''1L.. ftTT[� .. m..-- FZ7 _ _._ . ff �."'i V•�. iLC IIY4fiC1S\ iLL p„ .. \� ; �t1��"i .. •• �tIIY7L�G1g y _*' �p„��•,wtx'"v` t•Lt1W, [#.i.+ A L#f1 Ct*y:? .. '#,ori tr.� '. : ".. =•ter �.., 1 - C LIYia=E.FT= � =1,�€MG..[h,•i '�t51Y7�: .Mllt"1�a .a(iWLGryJlt,� RC•AJI".< 1/2 11/4-8 UL0001 N 1.063 0.700 1.063 0.858 0.875 0.531 0.1yM 3/4 11/4-8 UL0002N 1.125 0.900 1.315 1.055 1.063 0.562 0.15 1 11/4 D-SL031 1.25 1.57 1.156 1.186 n 1 1/11/2-21/2 UL0003N 1.25 1.145 1.57 1.30 1.313 0.593 0.2 1 3-8 UL0004N 1.25 1.145 1.57 1.30 1.313 0.593 0.2 11/4 11/2-2 UL0005 1.375 1.480 1.90 1.605 1.625 0.687 0.4 1 1/4 21/2-8 UL0006 1.375 1.480 1.90 1.605 1.625 0.687 0.4 11/2 2-3 UL0007 1.625 1.610 2.105 1.735 1.75 0.937 0.5 1 1/2 4-8 UL0008 1.625 1.610 2.105 1.735 1.75 0.937 0.5 2 21/2-3 UL0009 1.75 2.067 2.620 2.192 2.25 1.062 0.8 2 4-8 UL0010 1.75 2.067 2.620 2.192 2.25 1.062 0.8 .4 2 . ...... ... ............ Description Unil-et Template 1/213/4, 1 11/4, 11/2, 2 C Z D E I,o-' a"11 - A r B I ............ ITEilz F-77--i - �,PESCRIPTON- IN CODE *-LL -THERMA-L GY,-NA-MfCt,, ww� 1.000 ULTEMP1 1/2, 3/4, 1 9.25 1.00 1.81 2.02 2.24 1.000 ULTEMP4 11/4X4-8 0.87_ 2.63 i 2J2, -A.5- -1 1.000 ULTEMP5 11/4 X 21/2-4 6.25 0.87 2.63 1.435 3.5 1.000 ULTEMP6 11/2,X4,-,8 7A0, 4-87. 2.69 2.12 3.875- 1.000 ULTEMP7 11/2 X 3-4 7.00 0.87 2.69 1.50 3.875 '0.87 1.000 j 1/ 2 X 2-21/2 7.00 1 1.50 3.875 , 1.000 ULTEMP9 2X4-8 7.00 0.99 3.19 2.12 4.25 1.000 �ULTEMPIO 2 X 2112.- , 3 7.OQ, O.R9 i- M9 at 156', 4.25 Y vi k" 1.080 ULTEMP3 1/2, 3/4, 1 9.25 1.00 1.88 2.11 2.33 74 PERTA 1.125 ULTEMP2 1/2,3/4, 1 9.25 1.00 1.94 2.15 2.40 VIAmm L 1.125 ULTEMPII 11/4 X 4 8 6.25 __,_0.87 2.75 i '2.12 3.5 1.125 ULTEMP12 11/4 X 21/2-4 6.25 0.87 2.75 1.435 3.5 1.125 ULTEMP13, 11/2X4-8 7.00, 0.87 2.815 2.12" 3875 1.125 ULTEMP14 11/2 X 3-4 7.00 0.87 2.815 1.50 3.875 1.125 L ifE, MP-I 5-1 11--/2-X2,'--21/2 7.00 76.­87 g l 2.815 1-.50 3.875, 1.125 ULTEMP16 2X4-8 7.00 0.99 3.315 2.12 4.25 F-1.125 UJOTE- MP-17-1 2---)(2 -7 ob -- '----bA IM 5 1/2- i 1'.66, 4.25 U Threaded Welded Outlet *Made in the U.S.A. igLet welding oulets are manufactured by Sigma Piping Products from highly FOR FIRE PROTECTION&OTHER LOW PRESSURE PIPING ,eldable steel which conforms to ASTM A 576/A 29.SigLets are designed spe- SYSTEMS:SigLets offer the user a high strength-low cost,forged ifically for use with automatic welding equipment.Threads are cut in accordance threaded outlet specifically designed and manufactured ,ith ANSI B1.20.1 national standard for tapered threads, to be installed on proprietary thin wall"FLOW PIPE",Schedule 10 and standard wall pipe. escription 3 ig Let Machine Faced C F t ea • V, Imensi 66 ens .56 'pkris, yn S h E�, D Tlat, N'SIZE,-• 4,6 C D E 1/2" 11/4"- 11/2" D-SLO11 1.059" 1.063" 0.71 0.74" T-2'1/Z D-SLO12 1,059" 1.063' 0.71" 0.74" V 1/2" 2 1/2"-8" D-SLO13 1.059" 1.063" 0.71 0.74" 3/4!'- 1.126' 0.9 0.96, L021'_ L 1.313' 3/45) 2%2112" D-SL022 1.125" 1.313" 0.917" 0.95" 31411 2 fi25" D-SL023, 1.313" `0.917" 0.9511- 1 1/4" D-SL031 1.25" 1.57" 1.156" 1.186" ___..11/2" 1 D-SL032 1.57 1.156._ `1.186" 2"-21/2" D-SL033 1.25" 1.57" 1.156" 1.186" 3-1-411 i'D-SL034 ._11.25' j 1.57" 1.156" 1.1861 4 1 1/4" 11/211 D-SLO42 1.351 1,90" 1.48" 1.51 1114" 1 2"-2 112" 'zL _SL044 _L0-' 4.48" I .A 1.51" p, 1 1/4" 3"-4" D-SL045 1.362" 1.901, 1.48" 1.51 1 1/2" 21l 05 1'4267 2.106' 1.636' 166" 112 2-1-/2-" D-SL053 1.511 2.105" 1.635" 1.66" A 1 1/2' 2� -,SLO54 1.573" ill 2.1 t.685- 1.66' 1 1/2" 4" D-SL055 1.619" 2.105" 1.635" 1.66" 11/2" 6" QC_ 217 2 1/2" D-SL062 1.283" 2.62" 2.113" 2.143" 2;) 311 D-SL063 1.408" 2.62" 2.113" 2.143" 215 411 D-SLO64 1.513" 2.62" 2.113" 2.143" 2" T LD-SL066 1.615" 2.62" _dxD 2" 81, D-SL067 1.662" 2.62" 2.113" 2.143" D *We reserve the right to substitute for another manufacturers domestic threaded outlet. *Made in the U.S.A I %AnAnAl Victaulic° Firel-ockT"" Rigid Coupling Ataulic° Style 009N 10.64 Patented 1.0 PRODUCT DESCRIPTION Available Sizes • 11/4— 12'/32—300 mm Pipe Material • Carbon steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure • Up to 365 psi/2517 kPa Function • Joins carbon steel pipe. • Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS C@11 <&> LPCB vds ( E ushC C104-1a/36 EN 10311 Regulation(EU) No.305/2011 ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location j Spec Section Paragraph Submitted By Date Approved Date j victau_lic.com 10.64 7072 Rev L Updated 08/2017 ©2017 Victaulic Company All rights reserved 1 ictaU�iC victaulic.corn 3.0 SPECIFICATIONS— MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile Iron conforming to ASTM A 395, Grade 65-45-15, Is available upon special request. Housing Coating: (specify choice) Orange enamel (North America, Asia Pacific) ® Red enamel (Europe) Hot dipped galvanized Gasket: (specify choice') �( Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. ' Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible Reference should always be made to the latest Vi-ta.ilr:Gaskct Selection Gjidc for specific gasket service guidelines and for a listing of services which are not compatible Bolts/Nuts: (specify choice2) ❑ Standard: Carbon steel oval neck track bolts meeting the physical and chemical requirements of ASTM A449 (Imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the physical and chemical requirements of ASTM A563 Grade B (imperial -heavy hex nuts) and ASTM A563M Class 9 (metric- hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type III (imperial) or Type II (metric). Optional: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.2 2 Optional bolts/nuts are available in imperial size only 10.64 7072 Rev L Updated 08/2017 ©2017 Victaulic Company All rights reserved victaulic.com 2 -Ill victaulic_xom 4.0 DIMENSIONS Style 009N Y Z Y Z X X Style 009N Pre-Assembled Style 009N Joint Assembled (Push On Condition) i Bolt/Nut Dimensions Weight ' Actual Maximum Maximum Allow. ! Pre-assembled i Nominal Outside Working ( End Pipe End '(Push On Condition) Joint Assembled Approx. Size j Diameter Pressure3 Load- Separation°Qty.' Size X i Y X i Y Z (Each) inches i inches psi Ib inches inches inches I inches inches inches inches Ib mm i mm kPa N mm i mm mm mm mm i mm mm j kg I 11/4 0 365 790 0 0� 3/a X 2 3.13 I 6.00 2.75 5.00 2.00 1.4 3514_ I 2.54 2 M10 x 51 79 127 70 .6 127 51 ,0 32 .42.4 - 2517 � _ _ ___ _ 11h 1 900 365 1035 0.10 3/a x 2 338 j 5.13 3.00 513 2.00 1.5 40 i 48.3 2517 4604 2.54 2 M 10 x 51 86 ; 130 76 130 51 I 0 7 2 i 2.375 365 1616 j 4.12 2 3/a x21/2 4.00 5,63 3SO 5.63 2.00 1.9 t__50 -60.3_ 2517_ 7193 3.05 .- _ M10x63 _ 102• 143 _89 143 51 I_0.9 21/2 2.875 365 2370 0.12 3/a x 21/2 4.50 6.13 4.00 6.13 - 2.00 2.1 65 I 73.0 2517 10542 3.05 2 j M10 x 63 114 156 102 156 51 1.0 -- -3.000_ 365 2580 11 0.12 3/a x 21/2 4,63 5.004,13 1 6.13 2,00 41 i 76.1 mm 76.1 2517 11476 3.05 2 1 M10 x 63 118 152 105 156 51 1.0 3 i 3.500 365 j 3512 0.12 2 3/a x 21/2 5.13 E 6.75 4.63 6.75 2.00 2.3 80 88 9 2517 15622 3.05 M10 x 63 M 130 171 117 171 51 1.0 _...------------ ___- ____ _______ ----- 4 4.500 '365 j 5805 0,17 3/s x 21/2 6.00 j 7.88 5.63 7.50 2113 2,9 100 1143 2517 .1 25822 4,32 2 M 10 x 63 152 200 143 191 54 .1.3 1 4.250 i 365 I 5175 0.17 3/a x 21/2 5.63 7.38 5.38 738 213 3.1 i 108.0mi 108.0 2517 23020 4.32 2 M10 x 63 152 1.87 137 187_1 54 1.4 5 5.563 365 8870 0.17 1/2 x 3 7.25 9.25 6.75 9.13 j 2.25 ' 5.0 ! 125 141.3 2000 s 39456 4.32 M12 x 76 184 235 171 232 ; 57 1 2.3 2 3 i__ _- -_ _ __. _ _. _ _____-_ _-_- _ .__._ _ - -______- _t__-__. _ 1___.._-._.__---_. _-_61_­ _-) _-___ I -5.250 365 7897 0.17 1/2 x 3 6.63 I 900 6.38 9.00 2.25 I 48 133.0 mm i 133.0 2517 35106 4.32 2 M12 x 76 168 229 162 229 57 2 2 5:500 365 I 8667 0.17 1/z x 3 6.88 9.25 6.75, 9.13 2.25 4.9 139.7 m m' 139.7 2517 1 38529 1 4.32 2 M12 x 76 175 i 235 171 ; 232 _57 2.2 159.0 mm 6.250 365 11192 0.17 1h x 31/4 7.88 1000 7.38 I _9.88 2.25 i 5.6_ I 159.0 2517 49753 4.32 2 M12 x 83 200 254 187 251 57 2.5 i I 165.1 mm s' 6.500 365 12105 0.17 2 1h x 3,1A 8.00 10.25 7.75 10.13 2.25 6.0 i 165.1 2517 53813 4.32 M12x83 203 260 _ 197 257 57 2.7 6.625-- 365 12582 0.171 1/4/2 x 3 8.38 10.38 7.88 I 10.13 2.25 i 6.0 i 150 1683 2000 44469 432 2 j M 12 x 83 ! 213 264 200_ 257 57 2.7 ---- - - -^- - -- - ---- - - -• - - -- - - - ---- --; - - 8.500 365 20712 0.17 5/s x 4- 10.63 13.25 -10.25 10,13 2.63 -11A 216.Omm 216.0 251.7 '55968 4,32 2 M16x101 270 337_ 260 I 257 67 3 , 5.2 8 8. 1625 365 21326 01 7 %x 4 1088 i-1338 10.25 13.13 250 11.4 200-_I 2191 1620 94863 4.32 M16 x 101 276 340 260 333 -64 5.2 10 10.750 300 27229 3 0.25 1 2 7/a x 61/2 13.75 17.00 13.25 17.13 2.75 22.6 250 273.0 2068 121.121 ', 6.4 M22 x 165 349 432 337 435 70' 10.3 12 12.750 300 38303 0.25 7/a x 61/2 16.00 { 19.00 15.50 19.13 275 27.6 i 300 3239 2068 I 170380_ 6.4 2 i M22 x 165 I 406 483 394 486 70 125 3 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications See the Listings/Approvals section of this publication for ratings on other pipe 4 The allowable pipe separation dimension shown is for system layout purposes only FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system NOTES • When assembling FireLock EZ7A1 couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop For FireLock EZTm Style 009N couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No 60 end caps containing the"QV EZ"marking on the inside face Non-Victaulic end cap products shall not be used with Style 009N couplings IMPORTANT Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling There is no interchanging of gaskets or housings between coupling styles • Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTp°Grade"E"Type A gaskets These gaskets include an integral pipe stop,that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems It should be noted that standard Victaulic Flush-Seal7m gaskets are not compatible and cannot be used with the FireLock EZTM couplings 10.64 7072 Rev L Updated 08/2017 0 2017 Victaulic Company All rights reserved victaulic.com 3 Ant-au-1icr victaulic.com 5.0 PERFORMANCE6 Listings/Approval The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULusll I FM Vds LPCB Sch.5 Sch. 10 Sch.40 Sch.5 Sch. 10 Sch.40 inches psi psi 1 psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 — 2502., _2500 2560 11h 232 365 i 365 175 363 363 363 363 40 1600 2517 1 2517 1205 2502 2502 2500 2500 2 g 363 365 365 175 363 F 363- 363 ? 363 50 1 2502 2517 2517 1205 2502 2502 2560 2506 _ _ __.---._... _..... — __.. . ._.-.___._.—._.. 21/2 365 365 175 363 363 363 363 65 N/A 2517 2517 1205 2502 2502 2500 2500 76A mm i N/A 3656 ' N/A N/A 363' N/A 363 343 _ 25176 2502 2500 2500 3 365 365 175 363 363 363 363 - V-80 — N/A 2517 2517 1205 2502 2502 -— 2500 2500 365 365 175 363 363 363 1 363 100 1 N/A 2517 2517 1205 2502 2502 2500 2500 175 363 363 108.Omm N/A N/A N/A OS 2 02 2502 1 N/A N/A 5 —' NIA 290 365 — N/A 363 363 232 N/A 125 2000. 2517 2502 2502 1600 133.Omm N/A N/A N/A N/A 256027 N/A N/A N/A 13%7 mm E N/A 20001 N/A N/A 363 7 NIA 1600 232 N/A 159.0 mm N/A N/A N/A N/A 3637 1 N/A N/A N/A 502 165.1 mm N/A 20009 N/A N/A 256027 N/A �N/A N/A 6 N/A 290 365 I N/A 363 363 232 N/A 150 2000 - 1 2517 ; 2502 2502 1600 — 216.Omm N/A N/A N/A- g N/A 25027 NIA N/A`- N/A 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 ; 2517 2502 2502 1600 216.0 mm N/A NIA N/A N/A25027 N/A NIA N/A 8 290 365 i 363 363 232 200 N/A 2000 2517 ; N/A 2502 2502 1600 N/A i 10 300 300 ( 300 300 i N/A N/A N/A NIA 250 2068 2068 i 2068 2068 12 30010 300 250 300 i N/A N/A 300 N/A 206810 I 2068 a N/A 1724 2068 5 Listed/Approved for wet and dry pipe systems t>-40'F/-40°C)for continuous use in freezing conditions,use of Style 005H Coupling with Silicone Gasket is recommended Please see the Victaulic insta latir-i Manual 1-009N/003k-for details concerning when supplemental lubrication is required 6 cULus listed for DIN 2458 2 6 mm pipe wall 7 FM approved for BS 1387 Medium 3 6 mm pipe wall a cULus listed for EN 10220 4 0 mm pipe wall 9 cULus listed for EN 10255 4 5 mm pipe wall to cUL listed to 250 psi 11 With optional stainless steel fasteners,cULus Listed to 175psi The stainless steel fasteners have a marking designation of'316'on the end face of the bolt. 10.64 7072 Rev L Updated 08/2017 ©2017 Victaulic Company All rights reserved victaulic.com 4 �ctaulic' victaulic.com 5.1 PERFORMANCEZ Listings/Approval Speciality Pipe Pipe Size Pressure Rating 1 Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM i cUILus FM cULus FM inches psi psi inches psi I psi ` inches i psi psi kPa kPa kPa i kPa I kPa kPa BLT 11/4-2 300 365 EZT 11/4-2 300 365 MT f 11/4-2 300 365 2068 ---2517 2068 2517 I 20_6.8___ _2517 300 365 i 300 365 365 ! DF 11/4-4 i FF 11/4-4 MLT 11/4-2 N/A 2068 2517 2068 2517 2517 DT 1/4—2 300 365 FLF 1/4, 4 NIA 365 .1 365 1 2061 2517 1 1 2517 ST 3 11/4—2 N/A 2517 ---— —---- --- --- — — — — — — — -- 175 175 - I --�— 365 365 EF 11/4-4 1206 1206 I FLT 11/4-2 N/A 2517 STF 11/4-4 N/A 2517 a 300 365 3b5 365 EL 11/4-2 FLTL 11/4-2 NIA TF 21/4-4 N/A 3 2068 2_51_7_ � . 2517 251_7 ET40 111/4-2 ,_-- -_-_---- -i - 300---__---_ 11/4-2 WLS 11/4-2 365 300 � 365 �-----_— 300 365 E GL I 2068 2517 ! 2068 I 2517 2068 2517 300 365300 s 365 365. EZF 3-4 11/4-4 WST lila-2. N/A 2068 2517 MF 2068 2517 2517 I 175 175 i 300 365 6 - 1205 1205 XL ( 11/a-2 2068 2517 NOTES • BLT=BLT steel pipe manufactured by Allied Tube&Conduit Corp • DF=DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Corp • DT=DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Corp • EF=EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. • EL=EDDYLITE steel pipe manufactured by Bull Moose Tube Co. • ET40=Eddythread 40 steel pipe manufactured by Bull Moose Tube Co • EZF=EZ-Flow steel pipe manufactured by Northwest Pipe Co • EZT=EZ-Thread steel pipe manufactured by Youngstown Tube Co. • FF=Fire-Flo steel pipe manufactured by Youngstown Tube Co • FLF=Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc • FLT=Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc • FLTL=Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc • GL=GL steel pipe manufactured by Wheatland Tube Co • MF=Mega-Flow steel pipe manufactured by Wheatland Tube Co • MT=Mega-Thread steel pipe manufactured by Wheatland Tube Co • MLT=MLT steel pipe manufactured by Wheatland Tube Co • ST=STD wall,pipe in accordance with ASTM A53 • STF=Steady Flow steel pipe manufactured by AMS Tube Corp • TF=Tex-Flow steel pipe manufactured by Tex-Tube Co • WLS=WLS steel pipe manufactured by Wheatland Tube Co. • WST=WST steel pipe manufactured by Wheatland Tube Company • XL=XL steel pipe manufactured by Allied Tube&Conduit Corp 10.64 7072 Rev L Updated 08/2017 ©2017 Victaulic Company All rights reserved victaulic.com 5 ✓ct alulic° Victaulic.com 6.0 NOTIFICATIONS Not applicable—contact Victaulic with any questions. 7.0 REFERENCE MATERIALS 05 01 St:al Sa(ecticn G udf_ 1-OJIgN/0091­1•Installation Instructions FlreLock EZTM Rigid Coupling User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations instructions Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing Handbooks are included with each shipment guide,or this disclaimer of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at wwwwctaulic com No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U S and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries 10.64 7072 Rev L Updated 08/2017 ©2017 Victaulic Company All rights reserved Victaulic.com 6 ✓ctaulic" Victaulic° Firel-ockTm Innovative Groove System I IGS No. 101, 102, 140, 141, 142, 143, 145, 146, 148 ✓ctaulic Style 922, Style 108, RG2100, VicFle)P Series AH2-CC 10.54 IGS ;� . RG2100 Series AH2-CC No. 142 Style 922 Style 101 Style 108 No. 102 Style 148 No.143 No 145 No 146 No 140 No.141 1.0 PRODUCT DESCRIPTION Function • No. 142 Welded Outlet • Style 922 Outlet-T • No. 101 Installation-ReadyTm 90"Elbow • Style 108 Installation-ReadyTm Rigid Coupling • No. 102 Installation-ReadVi'm Tee • No. 148 Sprinkler Reducer, NPT or BSPT sprinkler outlet • No. 143 Close Nipple • No. 145 Female NPT or BSPT Threaded x Groove 90"Elbow • No. 146 Cap • No. 140 Male NPT or BSPT Threaded x Groove Adapter • No. 141 Female NPT or BSPT Threaded x Groove Adapter • RG2100 Roll Grooving Tool • VicFle)Jm Series AH2-CC Braided Flexible Hose with Captured Coupling(Refer to publication 10.80 Available Sizes • 1"/DN25 Pipe Material • Carbon steel, Schedule 10, Schedule 40. For use with alternative materials please contact Victaulic. Maximum Working Pressure • Up to 365 psi/2517 kPa/25 bar Pipe Preparation • Cut(Sch.40)or roll(Sch.10 or Sch.40)grooved in accordance with publication 25.14:Victaulic IGS Groove Specifications. RG2100 Grooving Capability • 1"/DN25 • Workstation designed to cut, ream and form a roll groove on carbon steel, Sch. 10 or Sch. 40 pipe. • This tool has a minimum pipe length requirement of 41/2"/114 mm. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. i Location ; Spec Section Paragraph Submitted By J Date € Approved Date victaulic.com 10.54 10161 Rev C Updated 06/2017 0 2017 Victaulic Company All rights reserved. 1 ✓ctaulic' victaulic.com 2.0 CERTIFICATION/LISTINGS c@. <&> USM NOTE • Approvals listed above do not apply to the RG2100 Roll Grooving Tool 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: El Orange enamel ❑ Optional: Hot dipped galvanized Gasket: ❑ Grade "E" EPDM Type A Vic-Plugm Gasket System EPDM (Violet color code). FireLock products have been Listed by UL LLC and Approved by FM Approvals LLC for fire sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-PlusTm Gasket System, requiring no field lubrication for most installation conditions. Bolts/Nuts: ❑ Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric- hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type III (Imperial) or Type II (metric) Coupling Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Fe/Zn 5, Type III Finish No. 140, 141, 142, 143, 148: Carbon steel meeting the chemical and mechanical property requirements of ASTM A53 Grade A No. 145, 146: Ductile iron conforming to ASTM A536, Grade 65-45-12 RG2100 Roll Grooving Tool: Required Power Supply: Power Drive with Foot Switch (112 HP, Universal reversible motor, single-phase, 25-60 HZ) Accessories/Components: ❑ Tool head assembly ❑ Carriage assembly-accepts RG2100 tool head assembly, Standard Cutter, Standard Reamer and Standard Lever 10.54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company.All rights reserved victaulic.com 2 ✓ctaulic victaulic.com 4.0 DIMENSIONS No. 142 Welded Outlet k�DD I I EtoE Actual Inside Nominal Outside Diameter Diameter Approximate inches inches I.D. E to E Weight DN mm inches inches Ib , Run x Branch Run x Branch mm mm kg -9'h 1.660-1.900" I 1.049 138 0.2 DN32-DN40 42.4-483 I .26.6 -__34.9 0.1 .. . ...__. 11/2- 2 1.900-2.375 1.049 1.38 02 DN40-DN50 48.3-603 266 34.9 0.1 i2-21h x 1 2.375-3.000 x 1.315 1:049 138 0.2 _DN50-DN65 DN25 60.3-76.1 33.7 266 34.9 0.1 21h- 3 2.875-3.500 1.049 1.38 0.2 DN65- DN80 73.0-88.9 26.6 34.9 0.1 11 3-4 - 3.500-4.500 j 1,049 1,38 0.2 1_DN80-DN100 -- 88.9-114.3 26.6 34.9 4.1 DIMENSIONS Style 922 Outlet-T Y 2 VI i W a , iActual Hole Nominal Outside Diameter Diameter 1 _ T--- Dimensions _ _ I inches inches inches Approximate DN mm mm Y V W Z Weight Run x Branch Run x Branch +0.06/+1.5 inches inches inches inches Ib -0.00/-0.0 mm mm mm mm kg 11A 1.660 13hr 4.01 1.98 1,10 2,70 1.1 DN32 42.4' 302 101.9 503 27.9 68.6 3 0.5 11h 1.900 13/16 4.01 2.11 1.22 2.70 1.2 - DN40 1 483 1.315 30.2 101.9 53.6 31.0 68.7 0.5 2 x DN25 2,375 !X 33.7 13116 4.01 2,34 1,46-� 2.56 1.2 1 D_N50 .60.3 302_ .S 101.9 59.4 _37.1 65.1 0.5 21/z 2 875 13/16 T � 4.01 2.67M, 1.71 4 - 2.56 - 1,6 l 73.0_- _ 30.2 101.9 67.8 43.4 65.1 ......0 7 10.54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company All rights reserved victaulic.com 3 ill, victaulic.com 4.2 DIMENSIONS No. 101 Installation-Ready 90° Elbow CtoE F OF CtoE O Pre-Assembled Assembled I ` Size Bolt/Nut Dimensions Weight ; -------_--_--__ --- --------------------_------------- -- --–-- –____,__-___ --------------------______---– ----__—_n------- _—_____ Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to E i B Pre-Assembled Assembled (Each) inches inches inches inches inches I inches ; inches I inches Ib DN mm mm ; mm mm c mm mm mm j kg 1 1.315 3/8x2 1.25 2.13 ; 4.25 I 2 75 2.75 i 2.2 DN25 33.7 y 3_ M10 x 50 ___ _32 54 108 70- 70 I1 0 4.3 DIMENSIONS Style 108 Installation-Ready Rigid Coupling YL YB Z YL YB Z 1 X � 1 X i ' — i Preassembled Assembled Pipe End ; Size ;Separation' Bolt/Nut Dimensions Weight Actual ; Pre-Assembled Assembled Joint Outside Approx Nominal I Diameter I Allowable Qty. Size I YL YB X Z YL YB X Z I (Each) i � I inches inches I inches inches I inches inches inches inches ' inches inches inches inches Ib DN mm mm I mm mm mm mm mm mm mm mm mm kg 1 1.315 0.14 3/8x2 ; 1.66 2,17 2.58• 1,43 1.61 1 2.29' 2.27 1.43 1 1.45 DN25 33.7 3.6 1 ..M1D x 50_. .42,2 55 2 bS. 363_.._.41 Or.. __582_ ,_..57.5_ _363.. _?__- 0.7._.._I ....__... ...............m........... ..... . t The allowable pipe end separation dimension shown is for system layout purposes only FveLockTM Style 108 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 10 54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company All rights reserved victaulic.com 4 Ataulic' victaulic.corrs 4.4 DIMENSIONS No. 102 Installation-Ready Tee CtoR CtoR F F --i-- D F CtoB � O Pre-Assembled Assembled Size_ Bolt/Nut i Dimensions Weight Actual I ----r- I � --- --- Outside F Approximate Nominal Diameter Qty. I Size Take Out C to B D Pre-Assembled i Assembled {{{ (Each) inches inches inches inches inches i inches inches inches Ib DN mm mm mm mm mm mm mm kg 1 1.315 3/a x 2 1,25 2.13 £ 4.13 2.75 2.75 3.0 _ON25�_- 33.7 _---- 4 _Iv_110 X SO 32 _z _ 54 € __ __105 -- 70_---_ _ 70 1.4_ 4.5 DIMENSIONS No. 148 Sprinkler Reducer EtoE LLO I ' Length Size Threaded Outlet Size Weight Actual j Outside ; i Approximate E to E Nominal Diameter ( (Each) inches inches inches inches inches ! Ib mm DN mm DN DN 1 kg 3 1 1,315 1h 3k 0.4 76 DN25'_ 33.7 DN15 _ DN20 3 0.2.._--„ I 35 1 1.315 1/z 3/a 0.5 89 DN25 1 33.7 DN15 DN20 02 ' 4 11. 1.315 -» 1/z 3/a 0.6 102 ! DN25 33,7 DN15 DN20 i 0.3 4.51 1.315 1/z 3/a { 0.6 114 DN25 I 33.7 DN15 DN20 0.3 5 1 1.315, % 3/a 0.7 -T27 ._ _DN25 _33.7 DN1 ___ ___ .5_ _ _DP12Q_ 0.3 }Y5.5 1 1.315 Yz 3/a i ...__-0.8 I __140 _ DN25 _.33.7 i_ _•ON 15 '.._., DN20 __0.3 6 1 1.315 1/2 3/a 0.8 152 DN25 33.7 DN15 DN20 0.4 i 12 1 1.315 1/z 3/a i 1.7 305_ DN25 33.7 _ _ DN15 _ DN20 i 0.8 -. - /z a -___!._.."'.'.ZS }g 1 1.315 1 _ 457 DN25 33.7 DN15 DN20 1.1 24 1 1.315 1/z 3/a { 3.4 610 __.__._DN25- --_•-- 33.7 _DN15 ._ <_ _DN20 -_ 1.5_-�- 30 1 1.315 i4 3/n ; 4.2 762 DN25 33.7 DN15 DN20 1 1.9 36 1 1.315 1/2 3/a 5.0 ( _ 914 __ DN25 __,____33.7 DN15_ _DN20 ; 2.3 NOTES • NPT or BSPT available • It is acceptable to cut and groove any No 148 longer than 6"/152mm The minimum allowable cut length is 6°/152mm for a No 148 • 36"/914mm size features sprinkler outlet on both ends 10.54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company All rights reserved victaulic.com 5 ✓ct ,UI_c' victaulic.com 4.6 DIMENSIONS No. 143 Close Nipple EtoE Size i Dimensions Weight Actual i_ _ - --__- - Outside Approximate Nominal Diameter E to E (Each) I ' inches inches inches Ib DN mm mm kg 1.52 0.2 I 38 0A 20.3 2.5 0.4 64_. _ . _0.2—__< 3 0.4 1 1.315 76 02 DN25 33.7 3.5 OS 89 0.2 4 06 102 03 4.5 0.6 114_. 0.3............< 5 0.7 _ ---._ _ 127_--- __ 013-_____. 2 Bolt pad interferences may occur in some installation configurations 4.7 DIMENSIONS No. 145 Female Threaded x Groove 90"Elbow C to TE C to GE Size Dimensions Weight I Actual Outside Nominal I Diameter inches inches Approximate 1 DN mm C-TE C-GE (Each) Threaded Grooved I Threaded 1 Grooved inches inches Ib Outlet E Outlet Outlet Outlet mm mm kg 0.840 1.45 1,60 0.5 DN15 i 213 36.8 40.6 0.2 3/a 1 ( 1.050 1.315 1.45 1.60 0.5 DN20 x DN25 26.9 x 33.7 36.8 40.6 02 1 1315 1,50 1.60_ 0.5 i DN25 i 33.7 . 38._40.6 0:2' i 10.54 10161 Rev C Updated 06/2017 0 2017 Victaulic Company All rights reserved victaulic.com 6 ✓ctalumc victauliic.com 4.8 DIMENSIONS No. 146 Cap T Size_ _ ; Dimensions , Weight Actual — Outside Approximate Nominal Diameter T (Each) inches i inches inches Ib DN j mm mm kg 1 1.315 055 02, DN25 1 337 . 14.0 .. 0.1 4.9 DIMENSIONS No. 140 Male Threaded x Groove Adapter EtoE Size Dimensions Weight Actual I Outside I Approximate Nominal Diameter E-E (Each) inches inches inches Ib DN mm mm kg i. 1 1315 2.50 0.3 DN25 33.7 63.5 0.1 No. 141 Female Threaded x Groove Adapter r EtoE-I ! Size Dimensions Weight Actual Outside Approximate Nominal Diameter i E-E (Each) inches inches inches I Ib DN mm mm kg 1 1.315 2.00 0.5 DN25. __,33.7' 50.8 ' 02 10.54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company All rights reserved victaulic.com 7 A-ta U I_ie victaulic.com 4.10 DIMENSIONS RG2100 Roll Grooving Tool C B O o .. o O A O O Tool A B C Weight inches i inches inches Ib mm mm mm kg 8.5 17.1 i 8.7 37.5 _._2.1..6 ._ _. 435 .. ,_. 222 17.0 5.0 PERFORMANCE Friction Flow Data Equivalent Length of VYDN25 Sch.40 Pipe(C=120) feet Size meters Actual { Outside I No. 102 No.102 I Nominal I Diameter Style 922 No.101 (Branch) (Run) No.148 j inches inches DN i mm j 1 7315 See publication ' 2.0 5.0 27 DN25 33.7 (�5? 0.63 1.52 0.82 * In accordance with NFPA 13,friction loss shall be excluded for fittings directly connected to a sprinkler For hydraulic calculations,Victaulic recommends using the installed length(E-E or cut length)of the No 148 Sprinkler Reducer as the equivalent length of 1°1 DN25 Sch 40 pipe Maximum Working Pressure ---------- —--- ——-- ---- -------- —- - __ — — ___-------------------- Siz_e cULus FM Actual Outside Nominal Diameter Sch.10 Sch.40 Sch.10 Sch.40 psi psi psi psi inches E inches kPa kPa kPa kPa DN mm bar bar bar bar 1 1.315 365 365 365 365 DN25 33.7 2517 2517 2517 2517 25_- .-.._ _ 25_ ..... 25— 25 _ 10.54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company All rights reserved victaulic.com 8 ✓ctaul5 victaulic.com 6.0 NOTIFICATIONS k A WARNING ,... • Read and understand all instructions before attempting to install, remove,adjust, or maintain any Victaulic piping products. I • Depressurize and drain the piping system before attempting to install, remove,adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. F u ;. y Failure to follow instructions and warnings could result in serious personal injury, ® � property damage, and/or product damage. • Before operating or servicing any grooving tools, read all instructions in the manual and all warning labels on the tool. 090 Wear safety glasses, hardhat, foot protection, and hearing protection while working around the tool. Save the operating and maintenance manual in a place accessible to all operators of the tool If you need additional copies of any literature, or if you have questions concerning the safe and proper operation of the tool,contact Victaulic, P.O. Box 31, Easton, PA 18044-0031, Phone: 1-800-PICK VIC, E-Mail: pickvic@victaulic.com. 10.54 10161 Rev C Updated 06/2017 ©2017 Victaulic Company All rights reserved victaulic.com 9 ✓ctaulic° victaulic.com 0 7.0 REFERENCE MATERIALS 2� -H Ir'I "If 11"'Ir 1" 11 ,T,,41 10'1 1 110'1 c,K"I r,sl a I i-"l-R-a n,_,Ir-,'a an,-,I I,tP'I Victaulic:No. 148 Length 112"DN15 outlet , 3/4!'DN20 outlet Equivalent Length of 1" E to E Sched.40 Pipe(C=120) inches feet meters :56 6.6 3,8 1522.0 1.2 6-12 55 3.8 152-305 1 1.7 1.2 12-18 6.2 4.3 305-457 119 13 18-24 6.7 4.7 457-610 2.0 1.4 24-30 I 7.1 5,2 610-762 2.2 1.6 30-36 7.4 54 762-914 6 NOTE • When installed in pipe to pipe connections or it is required by the authority having jurisdiction,the equivalent length data in the table above may apply. User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations instructions Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing Handbooks are included with each shipment guide,or this disclaimer of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www victaulic com No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U S and/or other countries or patent applications for articles and/or methods of use in the United States and/or other countries 10.54 10161 Rev C Updated 06/2017 Q 2017 Victaulic Company All rights reserved victaulic.com 10 ✓ctauh,07 Z SlU 1y.— Service— --," rnrr'--,mient DeliveE -d Frodudts E cw_, •Black Malleable Iron(3/8"-4")-300psi, CL1 50 • Galvanized Malleable Iron (3/8"-4")-300psi CLI 50 1� • •Cast Iron (1 2-1/2")-300psi, CL1 50 0 "a Ductile Iron (I"-2")-500psi, CL1 50 rearn ' Ridge, NJ • UL Listed D :)hone (800) 999--0 109 • FM Approved (2811)•987-0200, 3pp-sales@gigmaco.com, -Schedule 40 Carbon Steel,Welded o . 6-Nipple Pack(1/2"'and 3/4") - Black Steel (1/4"-6") E . Galvanized Steel (1/4"-6")wo •Conforms to ASTM A53 Conforms to ANSI/ASME BA 20.1 ,,Ie' xa In'd6r City, AL D, 0): Phone (800) 999-0109 ::ax (281),987-0200 • UniLet Import Threaded Weld Outlet(1/2"-2") SigLet Domestic Threaded Weld Outlet(1/2"-2") p Grooved Welding Outlet(1-1/2"-8") •3' 04aIes@sigrnaco.corh'- N . Welding Templates for Uni-Let Plate Flanges 4 ULListed DntarioCA. • FM Approved 'hone (800) 999-0109 . ......... aX~(28i),987-0200 -Vertical Indicator Posts spp-s6les@sigmaco.com -Wall Mounted Indicator Posts -UL Listed • - FM Approved Auburn, W. A -7- Phone (800) 999!-01-09 Fax^(281) 987-0200 -Mechanical Joint, non rising stem (4-- 12") Bpo=sales@sig,maco.com -Flanged Joint, non rising stem(4"- 12") -Flanged Joint, OS&Y.PIV (4"- 12") •300psi working pressure UL Listed FM Approved ,-1iouston,,TX Phone (800),999-0109 • Butterfly-Grooved or Wafer(2-1/2"-8") Fpx,(281) 987-0200 •Threaded Brass ball valves(1/2"-2") ;,pp-sale's@sigmaco.com • Double door check valves (4"- 12") - UL Listed -FM Approved • j IFNI E ITM Cast Iron Ductile Iron Flanged (2"- 12") ANSI/AWWAC110/A21.10 Bare, Cement Lined,Special coatings and Linings qww.sigmaco.com 250psi iarms and Conditions of Sales available at our website. • UL/FM SIGMA Corporation @2011 SIGMA Corporation. All Rights Reserved. SPP2/12 H�![�1aLII(C'OV@1PV1@W Job Number SP638 Report Description.Light Hazard Job Jab Number Demgn Engineer SP638 Vito Maiello Job Name Phone FAX Threes Brewing East 1-631-339-4350 Address 1 State CereflraeonNsense Number Lot 2 Cutchogue Business Center Address 2 AM Cutchogue,N Y Address 3 Job SdetBulding System Density Area efApplloabon 0 100gpm/ft2 1500.00ft2(Actual 1544.90ft2) Most Demanding Sprinkler Dale Hose Streams 5.6 K-Factor 14.82 at 7.000 000 C-ge Per Spnnlder Number Of Spnolders Calculated 100.00 12 Si Pressure Demand Synem Row Demand 28.216 18933 Total Demand Pressure Result 189.33 @ 28.216 +19 524(40 9%) Check Supplies-° k Point Gauges Node Name Flow(aoml Hose Flow(gom) Static(psi) ReslduallDsll Identifier Pressure(p3,tl K-Factor(K) Flowfaoml 7 Water Supply 175500 48 000 32 000 SP001-00 '•rTM Water:.Suppty at'Node 7(1755.00,0.00,.48:000,32.600)' 50 Static Pressure 48.000 45 40 35 1755 00 @ 32.000 Z 30 189.33 @ 28.216 25 DO N System demand curve a 20 15 �j---------- ------ 5 5 0 :%�0R05014001750 2100 2450 2800 3150 3500 Water flow,gpm ©M E P CAD,Incie AutoSPRINK 2018 v14.0 3 0 3/16/2018 812:30AM Page 1 •," Job Number SP638 �lillHyd'ra'ul'!,c,,,S' 'u�mmary ,, Report Description Light Hazard Job Jab Number Design Engineer SP638 Vito Maiello Job Name Slate cemfiesh./Ucense Number Threes Brewing East Address I AHJ Lot 2 Cutchogue Business Center Address 2 Job SdelBuddmg Cutchogue,N.Y. Add..3 Dramng Name SP001-00 System Remote Most Demanding Sprmlder Dala Ompanry Job Suffix 5 6 K-Factor 14.82 at 7 000 Light Hazard Hose Allewanee At Source Denney Ana afApplicanon 0.00 0 100gpm/ft2 1500.0oft2(Actual 1544 90ft2) Addll—1 Hose Supplies Number Of Spmklem Calculated Cmemge Per Spdnkler Node Flow m 12 100.00ft2 AutoPeak Results Pressure Far Remote Area(s)Adlacenl Ta Mosl Remote Area Total Hose Streams 000 System Flow Demand Total Water Reg�med(Including Hose Allowance) 18933 189 33 Maximum Pressure Unbalance In Loops 0 000 Maximum Velocity Abma Ground 11.10 between nodes 2 and 1 Maximum Velmty Under Ground Volume eapa'Ity of Wet Pipes Volume rapaWy of Dry Pipes 132 75gal SUP01% e , Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) Co (gpm) (psi) °e (gpm) (psi) (psi) 7 Water Supply 48.000 32.000 1755.00 47 740 189.33 28.216 19.524 Contractor _ .�.� con[reMr Number eonlaa Name Contaa Tide Nameofconles or Phone E#enstan Address 1 FAX Address E-mad Address 3 Webi L©M.E.P CAD,Inc. 'jj AutoSPRINK 2018 v14.0.3.0 3/16/2018 8:12:33AM Page 2 Hydraulic Graph ..,: yob Number.sP638 Report Description,Li ht Hazard Water Supply at Node 7 50 Static Pressure 48 000 45 40 35 1755.00 @ 32.000 30 189.33 @ 28.216 N Q 25 N N N o S stem demand curve 2D 15 10 5 0 %50 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow,gpm Hydraufie Graph Water Supply at Node 7 stave.Pressure 48.000 Residual Pressure 32 000 @ 1755 00 Aw,I He Pressure at Time fTest 47.740 @ 189.33 System Demand 28 216 @ 189 33 system Demand(M.N H.s.Au--at swaea) 28 216 @ 189 33 k,@ M.E.P.CAD,Inc i AutoSPRINK 2018 04.0 3 0 3/16/2018 8:12.34AM Page 3 INSummary-.Of,Outfloin rT-q,Devices- yob Number.sP638 Report Description Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device pm m K psi �9 Sprinkler 101 14.82 10.00 5.6 7.000 Sprinkler 102 15.09 10.00 56 7.261 Sprinkler 103 15.61 10.00 56 7.768 Sprinkler 104 1562 1000 56 7.776 Sprinkler 105 15.70 1000 5.6 7 864 Sprinkler 106 15.85 1000 56 8 008 Sprinkler 107 15.88 10.00 56 8 043 Sprinkler 108 1599 10.00 5.6 8.148 Sprinkler 109 1606 10.00 56 8 227 Sprinkler 110 1607 1000 56 8 235 Sprinkler 111 1 16.22 10.00 56 8 385 Sprinkler 112 16.44 10.00 56 8.615 b Most Demanding Sprinkler Data �jy©M E.P.CAD,Inc. 'jj AutoSPRINK 2018 v14 0 3 0 3/16/2018 8.12.35AM Page 4 Node Analysis „ y Job Number.SP638 Report Description Light Hazard Node Elevation Foot Fittings Pressure psi Dischar a pm 7 -6'-0 S 28.216 189.33 101 8'-01/4 S r-7 000 7.000 14.82 102 8'-01/4 S r-7 261 7.261 15.09 103 29'-81/4 S r-7 768 7.768 15.61 104 29'-81/4 S r-7 776 7.776 1562 105 29'-81/4 S r-7 864 7.864 1570 106 29'-81/4 S r-8 008 8 008 1585 107 29'-81/4 S r-8 043 8.043 15.88 108 29'-8% S r-8 148 8 148 15.99 109 29'-8'/4 S r-8 227 8 227 16.06 110 29'-81/4 S r-8 235 8 235 1607 111 29'-81/4 Spr-8.385 8 385 1622 112 29'-8'/4 S r(-8 615) 8 615 1644 1 10'-0 T 5'-0 7 561 2 29'-81/4 PO 5'-0 8 371 3 29'-81/4 PO 8'-0 8 460 4 29'-8'/4 PO 8'-0 8 614 5 29'-81/4 PO 8'-0 8 849 6 3'-11'/2 23 113 8 29'-81/4 PO 5'-0 8 358 9 29'-8'/4 PO(5'-0) 8 366 10 29'-81/4 PO 8'-0 8 358 �j ©M.E P CAD,Inc AutoSPRINK 2018 v14 0 3 0 3/16/2018 8:12.36AM Page 5 �jjjjHydraulic Analysis Job Number SP638 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq.Length Summary Upstream Total Length --0•••••Route 1••••• DR 1 0490 1482 550 120 0.074703 10'-11'/4 Pf 1.419 101 8'-0'/, 1482 56 7.000 Sprinkler, 8'-0 Pe -0858 1 10'-0 7.561 4E(2'-0) 18'-11'/, Pv BL 1 0490 2991 11 10 120 0273926 25'-11/4 Pf 9 341 1 10'-0 15.09 7.561 Flow(q)from Route 2 9'-0 Pe -8.531 2 29'-81/4 8.371 2E(2'-0),PO(5'-0) 34'-1% Pv CM 32600 9300 3.57 120 0008932 10'-0 Pf 0.089 2 29'-81/4 4711+15.99 8 371 Flow(q)from Route 3 and 8 Pe 3 29'-81/4 8.460 10'-0 Pv CM 32600 12477 480 120 0.015385 10'-0 Pf 0 154 3 29'-8'/< 1570+1607 8 460 Flow(q)from Route 5 and 10 Pe 4 29'-81/4 8 614 10'-0 Pv CM 32600 156.83 603 120 0023488 10'-0 Pf 0.235 4 29-81/4 15.85+1622 8 614 Flow(q)from Route 6 and 11 Pe 5 29'-81/4 8 849 10'-0 Pv CM 32600 18933 7.28 120 0033278 83'-4'/2 Pf 3.114 5 29'-8'/4 1606+1644 8 849 Flow(q)from Route 9 and 12 10'-2/2 Pe 11.150 6 3'-111/2 23.113 fE(6'-8'/4),fEE(3'-6) 93'-7 Pv CM 4.0260 18933 4.77 120 0011907 45'-7% Pf 0.786 6 3'-11% 23113 20'-4'/4 Pe 4.317 7 -6'-0 28 216 WE(6-91/2),BFP,S 66'-01/2 Pv 0.00 Hose Allowance At Source 7 18933 ®•••••Route 2••••• DR 1.0490 15.09 560 120 0.077277 3'-11'/4 Pf 1.158 102 8'-01/4 15.09 56 7.261 Sprinkler, 11'-0 I Pe -0.858 1 10'-0 7.561 3E(2'-0),T(5'-0) 14'-11'/4 lPv .•••••Route 3..... BL 1.0490 15.61 5.79 120 0082258 2'-2 Pf 0.589 103 29'-81/4 1561 5.6 7.768 Sprinkler, 5'-0 Pe 8 29'-81/4 8.358 PO(5'-O) 7'-2 Pv CM 3.2600 3149 121 120 0.001205 6-6 Pf 0.008 8 29'-81/4 1588 8.358 Flow(q)from Route 7 Pe 9 29'-81/4 8.366 6'-6 Pv CM 3.2600 47.11 1 81 120 0002538 2'-0 Pf 0 005 9 29'-81/4 15.62 8 366 Flow(q)from Route 4 Pe 2 29'-81/4 8.371 2'-0 Pv -iw•••••Route 4••••• BL 1 0490 15.62 580 120 0.082330 2'-2 Pf 0 590 104 29'-81/4 1562 5.6 7.776 Sprinkler, 5'-0 Pe 9 29'-81/4 8.366 PO(5'-0) 7'-2 Pv ®•••••Route 5••••• BL 1 0490 1570 583 120 0083193 2'-2 Pf 0 596 105 29'-81/4 1570 56 7.864 Sprinkler, 5'-0 Pe 3 29'-81/4 8 460 PO(5'-0) 7'-2 Pv 4iw•••••Route 6••••• BL 1 0490 1585 588 120 0 084599 2'-2 Pf 0 606 106 29'-81/4 15.85 56 8 008 Sprinkler, 5'-0 Pe 4 29'-81/4 8 614 PO(5'-O) 7'-2 Pv .•••••Route 7••••• BL 1 6100 15.88 2.50 120 0.010546 13'-10 Pf 0 315 107 29'-81/4 1588 5.6 8.043 Sprinkler, 16'-0 Pe 10 29'-81/4 8.358 2E(4'-0),PO(8'-0) 29'-10 Pv CM 3.2600 1588 061 120 0000340 0'-6 Pf 0 000 10 29'-81/4 8 358 Pe 8 29'-8'/4 8 358 0'-6 Pv �•••••Route 8••••• BL 1 6100 15.99 2.52 120 0.010673 12'-10 Pf 0.222 108 29'-81/4 1599 5.6 8 148 Sprinkler, 8'0 Pe 2 29'-81/4 8 371 PO(8'-0) 20''- Pv a&•••••Route9••••• BL 1 0490 16.06 5.96 120 0.086742 2'-2 Pf 0.622 109 29'-81/4 1606 5.6 8 227 Sprinkler, 5'-0 Pe 5 29'-8Y4 8 849 PO(5'-0) 7'-2 Pv 490•••••Route 10••••• ©M.E.P CAD,Inc �IjjAutoSPRINK 2018 v14 0.3.0 3/16/2018 8:12:37AM Page 6 rauliC Analysis Job Number.SP638 LI Report Description.Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.6100 16.07 2.53 120 0.010779 12'-10 Pf 0.225 110 29'-8'/, 1607 5 6 8 235 Sprinkler, 8'-0 Pe 3 29'-8'/. 8 460 PO(8'-0) 20'-10 Pv ®•••••Route 11..... BL 1.6100 1622 2.56 120 0010960 12'-10 1 Pf 0 228 111 29'-8'/< 16.22 5 6 8.385 Sprinkler, 8'-0 Pe 4 29'-8'/, 8 614 PO(8'-0) 20'-10 Pv Gib•••••Route 12••••• BL 1.6100 16.44 2 59 120 0011237 12'-10 Pf 0.234 112 29'-8'/, 1644 5.6 8 615 Sprinkler, 8'-0 Pe 5 29'-8'/< 8 849 PO(8'-0) 20'-10 Pv Equivalent Pipe Lerigths.of Valves and,Fittings(6=12O only) C Value Mul#iplier Actual Inside Diameter 487( Value Of C 100 130 140 150 Pipe Schedule 40 Steel Pi a Inside Diameter ) =Factor Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units legend 'Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR DropDischarge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Tum 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SP Sprig Pt Total pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel ll'/4'Elbow points Eel 22'/:°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E P CAD,Inc i;IlAutoSPRINK 2018 04.0.3.0 3/16/2018 8.12.37AM Page 7 FIRE MARSHAL USE ONLY A A R SYS 0 ll:R & s c I o Oil AC o o C C 1 0 G k'j N 935 9 11 uiN IiC A A ,,D ,V,, SYS 11 11 � ,Vlls " # DATE: BY: REVISIONS: 1 ELECTRONIC ALARM SYSTEMS 51 TRADE ZONE D 2 3 51 TRADE ZONE DRIVE 4 RONKONKOMA, N.Y. 11779 �Y 1 1 � � 5 631-981-1700 LIQ U-" NKO -IQONKfMA9 KEY PLAN FIRE ALARM SYSTEM TEL- 631 - 981 - 1700 FOR F & S LLC FAX 6 31 ' 981 - 1778 " 104 MILLER PLACE CUTCHOGUE, NY 11935 ;tea E MAIL o INF O EAS LINK . C O M NORTH ` ROBERT GRUENER °m LIC. PROFESSIONAL ENGINEER NYS Llc # 0 1 2000OO93 � LICENSE #0 >r DRAWING LEGEND E869-01 TITLE SHEET DRAWN BY: DRAWING #: E869-02 RISER & NOTES M. COLOMBI E869-01 E869-03 IST FLOOR & MEZZANINE PLAN DATE: SHEET: 06,/20/2018 1 OF 3 SCALE: SIZE: AS NOTED 24"x 36" SYMBOL LEGEND GENERAL INSTALLATION NOTES: BATTERY STORAGE AREA: SYSTEM SPECIFIC NOTES: SYMBOL DESCRIPTION CLELI ga 1. ALL WIRING SHALL BE APPROPRIATELY IDENTIFIED BY PERMANENT WIRE MARKERS AND ARE TO INCLUDE POLARITY CIRCUIT AN AREA IN THE BOTTOM OF THE FIRE ALARM CONTROL PANEL HAS BEEN DESIGNATED AS A BATTERY STORAGE AREA. ENTRANCE 1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (2015 EDITION), FACP FIRE ALARM CONTROL/COMMUNICATOR MIRCOM 01 IDENTIFICATION AND DIRECTION OF ORIGIN. OF WIRING INTO THE PANEL MAY NOT ENCROACH ON THIS AREA. INTERNATIONAL FIRE CODE (2015 EDITION), NEPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (2013 EDITION), AND ANY JFA30112DDR 2. THE LENGTH OF FREE CONDUCTORS AT EACH DEVICE SHALL BE AT LEAST 8 FOR EASY ACCESS TO CONNECTION OTHER RULES, REGULATIONS OR ORDINANCES AS REQUIRED BY THE LOCAL AHJ.2. . THIS BUILDING DOES NOT CONTAIN ANY APPLIANCES DEVICES OR SYSTEMS THAT MAY EMIT CARBON MONOXIDE AND AS TERMINALS. WIRING SPECIFICATIONS: SUCH NO CARBON MONOXIDE DETECTORS SHALL BE INSTALLED. BUILDING HEATING SHALL BE PROVIDED BY GEOTHERMAL HEAT FAC SOLE PATH CELLULAR COMMUNICATOR NAPCO 01 3. ALL SPLICES SHALL BE PROTECTED IN JUNCTION/SPLICE BOXES. PUMPS. #SLECDMA-CFB-PS THE FOLLOWING INFORMATION REPRESENTS MINIMUM ACCEPTABLE SIZE AND RATING OF 'WIRE USED FOR A TYPICAL SYSTEM, BY 4. ALL JUNCTION, SPLICE AND PULL BOX COVERS SHALL BE PAINTED RED. CIRCUIT TYPE. PLEASE SEE RISER DIAGRAM DRAWING FOR ANY SPECIAL REQUIREMENTS. 3. FACP SHALL REPORT ALL SIGNALS TO A U.L. LISTED CENTRAL STATION VIA COMMUNICATION METHOD COMPLYING WITH 5. ALL CIRCUITS SHALL TEST FREE FROM GROUNDS AND CROSSES BETWEEN CONDUCTORS. SECTION 907.6.6 OF THE INTERNATIONAL FIRE CODE (2015 EDITION) AS ADOPTED BY NEW YORK STATE. MIRCOM 4. ACTIVATION OF ANY DUCT SMOKE DETECTOR SHALL RESULT IN A SUPERVISORY CONDITION BE REPORTED TO THE FIRE F' MANUAL ACTION PULL STATION #M 01 6. ALL CONVENTIONAL CIRCUITS SHALL BE TESTED FOR PROPER E.O.L. RESISTANCE. GROUND S-710U 12 AWG THHN ALARM CONTROL PANEL, ALL REMOTE ANNUNCIATORS AND TO THE REMOTE SUPERVISING STATION (CENTRAL STATION) PER 7. ALL AHU'S WITH A CAPACITY OF 2000 CFM OR GREATER ARE REQUIRED TO HAVE DUCT DETECTORS INSTALLED ON RETURN # SIDES. ON AHU'S 15,000 CFM OR GREATER SUPPLY AND RETURN SIDE DUCT DETECTORS ARE REQUIRED. DUCT PRIMARY POWER #12 AWG THNN INTERNATIONAL FIRE CODE (2015 EDITION) SECTION 907.3.1. S PHOTOELECTRIC SMOKE MIRCOM DETECTORS SHALL NOT BE REQUIRED WHEN ALL PORTIONS OF THE BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM INITIATING CIRCUIT #18/2 AWG FPL/FPLP 5. ALL HVAC UNITS SHALL SHUT DOWN UPON ANY BUILDING FIRE ALARM CONDITION. RESTART OF FANS SHALL BE BY DETECTOR #2WB 01 ARE PROTECTED BY SYSTEM CONNECTED AREA SMOKE DETECTORS IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE AND SLC CIRCUIT #18/2 AWG FPL/FPLP MANUAL MEANS AND BE INDEPENDENT OF SYSTEM RESET. NEPA 72 - NATIONAL FIRE CODE. NAC CIRCUIT #16/2 AWG FPL/FPLP 6. REMOTE INDICATING LIGHTS SHALL BE MOUNTED IN IMMEDIATE VICINITY OF ALL CONCEALED SMOKE, HEAT AND DUCT �� SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 8. ALL AREA SMOKE/HEAT DETECTORS ARE TO BE MOUNTED DIRECTLY TO THE CEILING/DECK ABOVE. IN AREAS WHERE ANNUNCIATOR #16/2 & 18/2 AWG FPL/FPLP DETECTORS. (CODE 3)HORN/STROBE #P2RL 03 JOISTS ARE 8" OR LESS DETECTORS MAY BE MOUNTED ONTO THE BOTTOM OF THE JOISTS. 7. NOTIFICATION APPLIANCES SHALL BE SYNCHRONIZED TEMPORAL-3 PATTERN HORN WITH SYNCHRONIZED STROBE PER cD 9. AUTOMATIC DETECTORS SHALL NOT BE INSTALLED WITHIN 3' OF ANY AIR REGISTERS OR PADDLE TYPE CEILING FANS. CONDUCTERS INSTALLED THROUGH AREAS DESIGNATED AS AN AIR PLENUM MUST BE RATED FOR SUCH USE (TYPE FPLP OR NFPA/ADA/ANSI REQUIREMENTS. STROBE CANDELA SETTINGS SHALL BE AS INDICATED ON DRAWINGS.8_ AUDIBLE/VISUAL NOTIFICATION APPLIANCES SHALL BE SIMULTANEOUSLY DEACTIVATED UPON SYSTEM SILENCE PER NFPA 72 SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 03 10. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 720, NFPA 72 AND LOCAL ORDINANCES. EQUIV.) EXCEPT WHEN RUN IN METAL CONDUIT. (2013 EDITION), SECTION 10.13.2. c (CODE 3)HORN/STROBE (CEILING MOUNT) #PC2RL 9. ALL MANUAL PULL STATIONS LOCATED IN PUBLIC AREAS OR AREAS WHERE THEY MAY BE SUBJECT TO IMPACT DAMAGE \ SD STROBE (CEILING MOUNT)CD SYSTEM SENSOR SHALL BE FITTED WITH PROTECTIVE SOUNDING COVERS. O SYNCHRONIZE03 10. THE DEDICATED FACP BRANCH CIRCUIT BREAKER PANEL LOCATION AND NUMBER AND CENTRAL STATION ACCOUNT NUMBER " l #SCRL SHALL BE LABELED INSIDE FACP DOOR. CD 11. NEAREST INTERSECTION: MILLER PLACE & COX LANE SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 01 12. N.Y.S. LICENSE #:12000080939, CONTACT: MICHAEL COLOMBI wp (CODE 3)HORN/STROBE (WEATHER PROOF #P2RK P S SPRINKLER ALARM PRESSURE SWITCH F.B.O. 01 VS SPRINKLER VALVE SUPERVISORY SWITCH F.B.O. 02 Z ONE 12 SPARE CIRCUIT FOR FUTURE USE LP SPRINKLER LOW PRESSURE SWITCH F.B.O. 01 Z ONE 11 SPAM CIRCUIT FOR FUTURE USE LT LOW TEMPERATURE DETECTOR POTTERT01 ZONE 10 SPARE CIRCUIT FOR FUTURE USE WAIERFLOW ALARM BELL SYSTEM SENSOR 01 AV #SSM2410 ZONE 9 SPARE CIRCUIT FOR FUTURE USE EOL END OF LINE RESISTOR N/A 10 ZONE 8 SPARE CIRCUIT FOR FUTURE USE NOTE: 1. QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. ZONE (ry SPARE CIRCUIT FOR FUTURE USE 5/12 PITCH PER SOUTHOLD ARC ZONE 6 LT EOL IAN TEMPERATURE SUPERVISORY SWITCH ZONE 5 LP EOL LOW PRESSURE SUPERVISORY SWITCH 5-1/Y 20 GA STUDS @ 16' ZONE 4 VS VS EOL O.D. VALVE SUPERVISORY SNITCHES ZONE 3 pS EOL EOLF WATER FLOW PRESSURE SWITCH V ZONE 2 rI' EOL OFFICE MEZZANINE 75CD 75CD 75CD MAIN ENTRY � o 'P .o Eot \ /30CD \ /30CD \ /30CD ZONE 1 S EOL 1-- _ _ 0 c / \ / \ C / \ C N STG .9 ELECTRICAL RM. ON RATED NON RAI EU FACP SUS EED CEILING SUSPENDED CEILING sTr 75CD 75CD SIG 1 ESTROOM RESTROOM b EOL wP - NOTE, NO FOSSIL FUEL BURNING = 214THHN 1 #12THHN APPLIANCES SHALL BE USED IN FBUILDING, THEREFORE NO AC 120VAC DEDICATED 75CD 75CD BRANCH CKT. GROUND CARBON MONOXIDE DETECTORS 1 y12rHHN - HAVE BEEN INSTALLED. EOL GROUND TO CENTRAL STATION AS REQUIRED BY INTERNATIONAL FIRE CODE(2015 EDITION)SECTION 907.6.6. SINGLE PATH RADIOS SHALL CHECK IN AT LEAST ONCE EVERY 60 MINUTES. THE NAPCO SLECDMA-CFB-PS RADIO SHALL TRANSMIT ALL FACP SIGNALS TO A U.L.APPROVED CENTRAL STATION. # DATE: BY: REVISIONS: 1 IN, ` lA �- �AM SECTION 9999 3 1 � 4 SCALE: N.T.S . SCALE: N.T.S. 5 6 tea.°r �Q°rIle ELECTRONIC ALARM SYSTEMS CEILING ABOVE opo ,`� \� ° \Jr 51 TRADE ZONE DRIVE °j ,�r oJ`ao � a � RONKONKOMA, NY 11779 `31 �`� rJ�. o�oP r�J X05 erQ �t1,o 631-981-1700 NOTIFICATION APPLIANCES NOT CLOSER THAN 6" TO CEILING CARBON MONOXIDE DETECTOR �o Ger �oPr �oF °�vP ���Q �r \�r rQ ,ct` ,�° o \ rN. ,� o\ ° WALL OR CEILING MOUNT + WALL OR CEILING MOUNT �o ra �o� GQ \fie gra �G�y �� ram` S`°�o °4P �`� � FIRE ALARM SYSTEM �Pv ray % p `fie Q° nor IVJ r `yocl \�.� owe ,< '` o o F O R F & S LLC C3JQ r/ PULL STATION SYSTEM INPUT: 104 MILLER PLACE CUTCHOGUE, NY 11935 1. MANUAL PULL STATION 6'-8" 2. SMOKE DETECTOR . FIRE ALARM • • • • ^st. �' CONTROL PANEL 5'-10" AFF 3. HEAT DETECTOR • • • • _° ` ' AFF 4. SPRINKLER ALARM PRESSURE SWITCH " GRU 4'-0" 5. SPRINKLER VALVE TAMPER SWITCH • • AFF 6. SPRINKLER LOW AIR PRESSURE SWITCH • • LIC. PROFESSIONAL ENGINEER (FINISHED FLOOR 7. SPRINKLER LOW TEMPERATURE SWITCH • • LICENSE #070457 8. NOTIFICATION APPLIANCE CIRCUIT SHORT 9. GROUND FAULT 10. OPEN CIRCUIT • 11. LOW BATTERY • 12. FACP POWER FALIURE • DRAWN BY: DRAWING #: M. COLOMBI E869-02 OPERATION DAT-- - E: SHEET:TYPICAL MOUNTING HEIG-THTSSEQUENCE OF � ATR �x 106/20/18 2 OF 3 SCALE : N.T.S . SCALE : N.T. S . SCALE: SIZE: AS NOTED 24"x 36" S Y M B 0 L L E G E N D SYMBOL DESCRIPTION KLELI qTY 64'-4" FACP FIRE ALARM CONTROL/COMMUNICATOR MIRCOM 01 #FA30112DDR FAC SOLE PATH CELLULAR COMMUNICATOR NAPCO 01 #SLECDMA-CFB-PS �—d I`d S MANUAL ACTION PULL STATION MIRCOM 01#MS-71OU Q Q W01 F DETECTOR #2WB 01 L-----------------------------------J ° vs SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR LT } LAV 3 (CODE 3)HORN/STROBE #P2RL 03 IW STORAGE LT Cn ( w SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 03 _. OFFICE I ju- >� c (CODE 3)HORN/STROBE (CEILING MOUNT) #PC2RL 0\CD SYNCHRONIZED STROBE (CEILING MOUNT) YSTEM SENSOR 03 7� o o #SCBE �, I a F CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR Ol Z 7CiCD 1 ywp (CODE 3)HORN/STROBE (WEATHER PROOF) #P2RK o °1 7WD— MEZZANINE MEZZANINE W°' 0 8IG8 OFFICE STORAGE p S SPRINKLER ALARM PRESSURE SWITCH F.B.O. 01 Z O "m F. LAV. M. LAV. 8[G�G VS SPRINKLER VALVE SUPERVISORY SWITCH F.B.O. 02 O o A A A Q A Gcu ,ao® 3 )a LP SPRINKLER LOW PRESSURE SWITCH F.B.O. 01 WALL TO ROOF 11 1 1 Nil 0 LT LOW TEMPERATURE DETECTOR POTTER 01 #RTSC I I WATERFLOW ALARM BELL SYSTEM SENSOR 01 -- -- — — — — — — — — — — — -- F #SSM2410 EOLI END OF LINE RESISTOR N/A 00 NOTE:•.a 1. QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. NOTEi NO FOSSIL FUEL BURNING NOTEi NO FOSSIL FUEL BURNING APPLIANCES SHALL BE USED IN APPLIANCES SHALL BE USED IN BUILDING, THEREFORE NO BUILDING, THEREFORE NO CARBON MONOXIDE DETECTORS CARBON MONOXIDE DETECTORS HAVE BEEN INSTALLED. HAVE BEEN INSTALLED. CD -- — — — — — — — — — — — — — — — — -- ED — — — — — — — — — — — — — — — — — -- 00 — O) PROPOSED BREW PROPOSED BREW FACTORY FACTORY OCCUPANCY TYPE "F" OCCUPANCY TYPE "F" # DATE: BY: REVISIONS: 1 2 3 4 5 6 75M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ELECTRONIC ALARM SYSTEMS ffiGi 51 TRADE ZONE DRIVE RONKONKOMA, NY 11779 631-981-1700 FIRE ALARM SYSTEM FOR UTILITY F & S LLC 104 MILLER PLACE CUTCHOGUE, NY11935 sic FACP FAC ROBERT GRUENER u ELECTRICAL Z LIC. PROFESSIONAL ENGINEER , LICENSE #070457 -, r- -i DRAWN BY: DRAWING #: M. COLOMBI E869-03 IST FLOOR P MEZZANINE P DATE:06/20/18 SHEET: .3 OF 3 SCALE: SIZE: SCALE : 3/16 = 1 - 0 " SCALE : 3/16 - 1 ' - o " AS NOTED 24"x 36" GENERAL NOTES MFMC 'Y 1. MATERIALS ASTM DESIGNATION SHEETING STRUCTURAL STEEL PLATE A529 OR A572 GRADE 50 or GRADE 55 ROOF PANEL: Y .h ti= COLD FORMED LIGHT GAGE SHAPES A1011 GRADE 55 GAUGE PANEL TYPE COLORBAR � b`''•�" BRACE CABLES A475 EHS HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 24 GA. DOUBLE LOK Charcoal Gray ACCREDITED ROOF AND WALL SHEETS A653 OR A792 GRADE 50 or GRADE 80 WALL PANEL: AC472 STEEL STRUCTURES , I N C , METAL BUILDING MANUFACNRE8 ASSOCIATION BOLTS A307, A325T, AND A490 A307 UNLESS NOTED GAUGE= PANEL TYPE COLOR 2. STRUCTURAL PRIMER 26 GA. I PBR PANEL Ash GraySHOP PRIMER PAINT IS A MINIMAL NO — - _ E RED—OXIDE COLOR LETTER OF CERTIFICATION SATISFYING THE REQUIREMENTS OF TTNPU664.RTHISHICKNESS PRIMER IS NOT TOCOATINGOBE CONSIDEREA RUSTID INHA FINISH COAT AND IS NOTIMER INTENDED ROOF LINER PANEL: FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE GAUGE PANEL TYPE COLOR WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, VULCAN STEEL STRUCTURES, INC DATE: 5�18�17 SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE 26 GA. PBU—PANEL 'POLAR, WHITE RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. Job Number 24752-1 DESIGNED BY: JHB OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. WALL LINER PANEL: GAUGE= PANEL TYPE COLOR Customer Name: J CARLETON CONTRACTING DETAILED BY: JDH 3. A325 BOLT TIGHTENING REQUIREMENTS =' ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE. 26 GA. PBU—PANEL POLAR'"WHITE Job Location: CUTCHOGUE NY 11935 CHECKED BY: ZJM WALL TRIM COLOR: STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 14TH - EDITION AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1, (SPEC. 16.2) Polar White DESIGN PAkAMETERS COMMENTS A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD. BUILDING DESCRIPTION: ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE GABLE TRIM COLOR: INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE NOMINAL WIDTH: 65 feet ERECTOR TO ASSURE PROPER TIGHTNESS. Polar White NOMINAL LENGTH: 100 feet 4. BUILDER/CONTRACTOR RESPONSIBILITIES EAVE HEIGHT, BACK S.W: 26 feet THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND EAVE HEIGHT, FRONT S.W: 26 feet TOLERANCES WILL GOVERN THE WORK j - ROOF SLOPE, LEFT: 5.0:12 IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. ROOF SLOPE, RIGHT: 5.0:12 THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. i; IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY DESIGN LOADS PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE 24752-1 BUILDING,CODE: IBC 15 METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. FRAME SELF WEIGHT: INCLUDED SNOW ONCE THE BUILDER / CONTRACTOR 012 A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM r ROOF DEAD LOAD: 2.500 psf FLAT ROOF SNOW LOAD Pf 21 psf THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, - I•t ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION /r�r COLLATERAL LOAD:` 6 psf GROUND SNOW LOAD Pg 30.00 psf AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE ROOF LIVE LOAD: 30.00 psf SNOW LOAD IMP. FACTOR 1.00 FABRICATION AND O ORDER. SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES FITHE FRAME LIVE LOAD: 30 'psf THERMAL FACTOR Ct 1.00 THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE SNOW LOAD, ROOF: 21 psf SNOW EXP. FACTOR Ce 1.00 AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS WIND SPEED: (3 SEC GUST) 136 mph(Vult) INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S 24752-2 105.3 mph(Vasd) MEZZNINE LOADS: ASSUMPTIONS WILL GOVERN. INTERNAL PRESSURE COEFF. 0.18 -0.18 LIVE LOAD: 100 PSF THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT.PLANS AND SPECIFICATIONS THE PROJECT DESIGNER IS NOT THE METAL"' COMPLY WITH THE APPLICABLE REQUIREMENTS OF GOVERNING BUILDING AUTHORITY. SUPPLYING,SEALED BUILDING MANUFACTURER, THE METAL,BUILDIN:;" WIND EXPOSURE: B DEAD LOAD: 50 PSF ENGINEERING DESIGN DATA AND DRAWINGS BY TE,i DING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN DESIGNER OR THE METAL BUILDING ENGINEER,/ AGREEMENT THAT THE BUILDING MANUFACTURER e D_E$lGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN THE ENGINEER WHOSE SEAL APPEARS ON_; ` CLOSURE "C, 0, P" Closed PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE METAL BUILDING PLANS IS A SPECIALTYr,,.— RISK CATEGORY 11 — Normal STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF TFjE ENGINEER AND NOT THE PROJECT DESIG�� PURCHASE ORDER. I`~ OR THE PROJECT ENGINEER OF RECORD.QL. SEISMIC PARAMETERS THE BUILDER / CONTRACTOR IS RESPONSIBLE`FOR SETTING OF ANCHOR BOLTS-AND ERECTION OF STEEL BUILDING ENGINEER WHOSE SEAL APPEARS-ON THE,­tiy COMPONENTS IN ACCORDANCE WITH THE METAL' BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY METAL BUILDING PLANS DOES NOT HAVE SEISMIC—FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME FAMILIARITY WITH THE PHYSICAL JOBSITE SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO �1.-.- ANALYSIS,PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE DETERMINE, FURNISH, AND INSTALL LOCATION AND THEREFORE CANNOT,BE-" . SITE CLASS (ASSUMED) D r. IDENTIFIED AS, SERVE AS OR QUALIFY AS SEISMIC IMPORTANCE: 1.00 THE METAL BUILDING MANUFACTURER OES NOT.WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED THE PROJECT DESIGNER. OR DESIGNED AND FABRICATED BY OTHERS.CNEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS ENGIN R S STAMP SEISMIC DESIGN CATEGORY: B NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL I-� DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" — (SHORT PERIODS): 0.16 L " I > - DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1" — (1 SEC PERIODS): 0.09 AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC-tIA(JUAL PAG( 16.3=56'PARAGRAPH 7.14 — READS AS FOLLOWS _ MAPPED•SPECTRAL RESPONSE ACCELERATION: "SS" — (SHORT PERIODS): 0.15 "THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS--OF,REAMING, GRINDING, WELDING OR CUTTING, MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" — (1 SEC PERIOD): 0.06 FT PINS,.SHALL BECON�EKED TO BE NORMAL ERECTION OPERATIONS." AND THE DRAWING OF ELEMENTS INTO LINE WITH DRI OF (VE SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" — 3.5 L c SPECIAL NOTES: ��' p,�EIl9,� ®sp SEISMIC RESPONSE COEFFICIENT: "Cs" — 0.046 , BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL d �' j, rl TOTAL LONGITUDINAL BASE SHEAR 3.88 TUBE _- WALL COVERING, ROOF SHEETS, AND PERMANENT - sENl�trr f ate" � TOTAL TRANSVERSE BASE SHEAR 5.00 BRACING IS INSTALLED. BUILDER / CONTRACTOR IS - RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING 0 � LU DURING ERECTION, HE SHALL FURNISH, AND INSTALL ITB _LU DRAWING RELEASE HISTORY DRAWING REVISIONS THESE TEMPORARY SUPPORTS WHERE NECESSARY. Z TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE (d1 METAL BUILDING MANUFACTURER. GUTTER (TRIM VARIES) � DATE SENT REASON FOR RELEASE REVISION DATE BY DESCRIPTION 6 OUTSIDE VENDOR ACCESSORY NOTE: a A STANDARD TRIM LAP DETAIL BUYER SHALL BE RESPONSIBLE TO COORDINATE, g ASSURE AND VERIFY THAT THE STRUCTURE AND NOTE.- All TRIM CONTAINED ON THIS PROJECT `�S 510 CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER WILL HAVE OUR STANDARD 3' LAP AS SHOWN S �7 - C ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS. aeovE (TRIM sTrLE vARIEs) r~ 1 100'-0" STEEL LINE TO STEEL LINE 5 2 3 4 25'-0" 25'-0" 25'-0" 25'-0" 4.1 4.9 4'-0" 19-10 V-2- l'-2'. 23'-10" 23'-10" 1'-2" 2" 2" N 2" 2 0 2 A ' � A X-BracingF-- 1 5 � H1 � � 0 Offm I L! !j El Eievm 108'-0• Elev-108'-0•F1L!J Eley--108'-0•F rev=108'-0717 LJ 4" Elev=108'-0'E1 I * LJ G7 4" •2 o - m o E O e i N O iA o L N I � O ~ N O S H1 2" B1@2B * 651 G1 Q S c C * a Al v Cj E `� O 6 m O w I mj xLn I to o2 X 4"10" w0 00 aci 24752-1 2" Coo H 1 2" 11 2 m z N J o :2 Al Ld wo 4"10" I o E O * Al G1EJ0 tn in E9G1 ■ c 2 2 0 c � I a E C� " a o o I24752— 1 � I N m 4"2' a, I N v G1 ord O 2 2"4" 1'-2" o * 6aG1 o C1 D1 D1 D1 X-Bracing Cilm Field C F 24752-2 F 4" 2 2" 2 2" N 2 2" 2 " 2 A2 7'-8 2 dam+ - ' 1 —2^ (hold TI1is DI-I On) 1'-2 d O 24752-2 � 2 oro A2 A2g§ 2" 4" E SEAL 87'-0" 10'-0" 3'-0" 4• STR LINE TO SM ME4. Sof NFIV� p�EE6pfJ �.p . 23'-10" 23'-10" 1'-2" - � �,� 4'-0" 19'-10" 1'-2" 0 W 25'-0" 25'-0" 25'-0" 41 25'-0" 4.9 FRAME LIN Lu DIMENSIONS 1 2 3 4 5 65252 NOTE:AI sseRPl Plates 0 100'-0" (U. N. ®Fssi&�� ra F=3> REVISIONSDRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLETON CONTRACTING CX] FOR CDNSTRUCTIDN i" REV. DESCRIPTION DATE DTLR DATE CHKR APPD C I FOR PERMIT ONLY, PROJECT THREES BREWING EAST ANCHOR BOLT PLAN & DETAILS xNOT FINAL CONST,DWGS ID 24752-1 DESIGN-JHB DRAFT. JDH CHECKS DS C I FDR APPROVAL PROJECT DATE- 5/18/17 SHEET 1 Ot C ] OTHER, EXPLAIN ADDRESS CUTCHOGUE NY 11935 - I w Dia= 5/8" 24752-1 Dia= 5/8" 24752-1 Dia= 3/4" 24752-1 Dia= 3/4" 8. 24752-1 Dia= 3/4" 24752-1 Dia= 3/4" 24752-1 HIX NUT W/FLAT WASHER SEE BUILDING PLANS C c CONCRETE UNE FOS PROJECTION Ld W 1' 1" a 1' 0" —I— —I— —I— I—I—I •• 9•DOOR JAMBS 5/8•DIA. _ ••JAMBS ACT15" FOR ING THEW./COLUMNS DOOR > 3.. ffi I 3., I lffi 3„ I� I 3., HEX NUT EOO O O •• 24'ALL OTHERS 1 3/ 18" 1 3/ I O O 16" —�— 3" —�— 3" —�— .3 B. 3„ W/FLAT WASHER 2" 2" 8" 2" 2„ 8„ 2" 2" 8" 2" 2„ 8" ANCHOR BOLTS SHALL BE ASTM 51554 GRADE 3!n OR GRADE 55 s" 2" 4" s" 2" 4" sw sw sw sw ANCHOR BOLTS 1'-2" 1'-2" ANCHOR BOLT NOTES: ww See Plan See Plan MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS DETAIL Al DETAIL 81 DETAIL C1 DETAIL D1 IDETAIL E1 Base EL. 108'-0" 115ETAIL F1 Base EL. 108'-0" WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J-BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE Di = 5/8" 24752-1 Dia= 3/4" 24752-1 Dia= 3/4" 24752-1 RESULTS IN CONCRETE FOUNDATIONS.EITHER TYPE BOLT IS ACCEPTABLE AS DETERMINED Bf THE FOUNDATION ENGINEER./NY VALUES GM FOR ANCHOR BOLT TOTAL LENGTHS AND/OR BEND C LENGTHS ARE SUGGESTED LENGTHS ONLY.IT IS THE RESPONSIBILITY c s" OF THE FOUN13ATIC THEY ARE ALUES A FUN ENGINEERCCTION OF CONCRETE STRENGTH AND THESENE SINCE FACTORS CL s" ° s—r ANCHOR BOLT SUMMARY —�— 2" (✓) N U) 24752-1 Dia Lenol Proj 1 3/4" r -I M I 4" � 2" I I8" Qty Locate (in) (in) (in) L O O J —I— " 0 2" I O 12 Jamb 5/8" 9.00 3.00 a 0 16 Endwall 5/8" 15.0 3.00 2" 2" N 40 Frame 3/4" 24.0 3.00 M 16 Floor 3/4" 24.0 3.00 8" 2" 4" Es See Plan See Plan (n ANCHOR BOLT SUMMARY DETAIL G1 DETAIL H1 DETAIL 11 24752-2 Dia Lenal Proj Qty Locate (in) (in) (in) 0 16 Frame 3/4" 24.0 3.00 Dia= 3/4" 8" 24752-2 w —I- 10 � � T. 3" —I— 3" 24752-1 2"2' 8" Sw 4" DETAIL A2 24752-2 SEAL DF NZ4 (STEEL LINE) CONCRETE EDGE AND ANCHOR BOLT PROJECTIO SEE PLAN SLAB HEYON OUT TO OUT CONCRETE INSIDE CLOSURE (OPTIONAL) AT SLAB WITHOUT NOTCH 0 .�= SEE PLAN WALL PANEL BASE ANGLE FINISHED FLOOR 2'x 4' x 16 GA. JAMB DEPTH - w OUT TO OUT STEEL H12 x 1-1/4' SDS = W/WASHER (6 PER PANEL) FIELD LOCATED OPENINGS T 65252 QTY, DESCRIPTION, PROJECTION 1/2' 2 3'-0 X 7'-0 WALKDOOR WITH SUB JAMBS • , 1 5'-6 X 7'-2 FO AT SIDEWALL • ': SECTION 'A-A' 1 8'-2 X 4'-2 FO AT ENDWALL • FINISHED F.O.WIDTH -3/4' 13 8'-2 X 4'-2 FO AT SID WA ALL • C " BASE TRI a FLOORW DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N CONTRACTING 1/4' x V 'A-A' a REVISIONS [XI FOR CONSTRUCTION NAIL-IN ANCHOR o 2 36. O.CXBY OTHERS) o o REV. DESCRIPTION, DATE DTLR DATE CHKR APPD FOR PERMIT ONLY PROJECT THREES BREWING EAST ANCHOR BOLT PLAN & DEI AILS ' EDGE OF CONCRETE o o xNOT FINAL CONST.DWGSII ID 24752-1 DESIGN,JHB DRAFT, JDH CHECK,DS 1-0 E I FOR APPROVAL PROJECT DATE, 5/18/17 SHEET 2----- CONCRETE EDGE AND ANCHOR HOLT PROJECTION BASE ANGLE WITH BASE TRIM TYP, OVERHEAD DOOR RECESS DETAIL E I OTHER, EXPLAIN ADDRESS CUTCHOGUE NY 11935 _ I , FRAME LINES: 1 2 3 4 5 RIGID FRAME: BASIC col_uMN REAcnoris (k ) ENDWALL COLUMN: BASIC COLUMN REacnoNs (k ) Frame Column Dead-----Collateral- -Live--------Snow-----Wind_Left1- -Wind_Rightt- irm Floor Wind SucWind Seis Seis COLUMN LINE Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Una Col Dead Corot Live Press Harz Left Right r 1 A 0.8 1.9 1.2 2.6 5.4 12.1 3.8 8.5 -9.0 -12.3 1.5 -8.2 Una Vert Vert Vert Hoa orz Vert Vert 1Una 1 F -0.8 2.4 -1.2 2.9 -5.4 13.4 -3.8 9.4 -2.3 -9.1 9.1 -13.2 1 C 0.7 0.0 0.0 -9.4 10.3 0.0 0.0 1 E 0.7 0.0 0.0 -9.4 10.3 0.0 0.0 Frame Column --Wind_Left2- -Wind - --Wind 1- --Wind_Lon 2- -Seismic-Left Seismic-Right 5 D 0.8 0.0 0.0 -10.9 8-1 11.9 2.0. 0.6 Una Line Horiz Vert Horiz Vert Horiz Vertg Horiz Vert g Horiz Vert Horiz Vert 5 B 9.7 2.1 17.5 -8_t B.8 -2.6 2.6 1 A -8.5 -7.8 2.0 -3.8 -0.2 -9.0 -2.1 -8.4 -0.3 -0.2 0.3 0.2 1 F -1.6 -4.7 9.8 -8.8 -0.1 -8.4 -1.5 -9.0 -0.2 0.2 0.2 -0.2 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frame Column F1 UNB_SL L- Ft UNB_SLR- Line Una Horiz Vert Horiz Vert Firm Cal Ana-Bolt Base-Plate (in) Elev. 1 A 3.2 8.2 3.2 4.8 Una Una Qty Dia Width Length Thick (in) 1 F -3.1 5.6 -3.2 9.0 - Frame Column -----Dead-----Collateral- -----Live---------Snow-----Wind_Leftl- -Wind_Rightl- 1 C 4 0.625 6.000 13.00 0.500 0.0 Una Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 E 4 0.625 6.000 13.00 0.500 0.0 2* A 1.4 3.3 2.3 5.0 10.5 23.0 7.3 16.1 -12.4 -17.2 2.3 -12.0 5 D 4 0.625 6.000 13.00 0.500 0.0 H H 2' F -1.4 4.2 -2.3 5.6 -10.5 25.7 -7.3 18.0 -3.5 -13.2 12.2 -18.4 5 B 4 0.625 6.000 12.00 0.500 0.0 Frame Column --Wind_Left2- -Wind_Right2- --Wind_Long1- --Wind_Long2- -Seismic-Left Seismic-tight -'IV yIV Una Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* F -12.3 -4.8 13.2 -,10.0 3.6 of -17.1 -i0 -iii -°0.5 -0.3 0.5 -°03 GENERAL NOTES ((1.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT Frame Column F2UNB_SLL- F2UNB_SL_R- 12Ef'RESENT THE PROFESSIONAL OF RECORD. RIGID FRAME: ANCHOR BOLTS & BASE PLATES Lite Line Horiz Vert Horiz Vert 2 A 6.2 15.6 6.2 9.2 1 (2. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE Frrn2' F -6.1 10.8 -6.2 17.2 METAL BUILDING MANUFACTURER. Line Col QtyAncDia Width Length (in) Elev. Line Una Qty Dia Width Length ick (in) Frame Column -----Dead-----Collateral- -----Live-------Floor---------Snow-----Wind_Left1- (3,) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH Una Una . Hariz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ELEVATION AND LOCATION. 1 A 4 0.750 8.000 8.000 0.500 96.0 5 A 0.8 8.7 1.2 4.2 5.4 12.1 0.1 12.8 3.8 8.5 -9.0 -12.3 1 F 4 0.750 8.000 8.000 0.500 6.0 5 F -0.8 2.4 -1.2 2.9 -5.4 13.4 -0.1 0.1 -3.8 9.4 -2.3 -9.1 (4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER Frame Column -Wind_Rightl- --Wind_Left2- -Wind_Right2- --Wind-Longi- --Wind_Long2- -Seismic-Left TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE Una Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Hariz Vert BUILDING USE OR OCCUPANCY WiTH RESPECT TO JOB SiTE CONDITIONS. 5 A 1.5 -8.2 -8.5 -7.8 2.0 -3.8 -0.2 -9.0 -2.1 -8.4 -1.6 -0.2 RIGID FRAME: ANCHOR BOLTS & BASE PLATES 5 F 9.1 -13.2 -1.6 -4.7 9.8 -8.8 -0.1 -8.4 -1.5 -9.0 -0.3 0.2 (5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) Frame Column Seismic-Right F3UNB_SL_L- F3UNB_SLR- (6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS I- Coll Anc-Bolt Base_Piate (in Elev. Una Una Horiz Vert Horiz Vert Horiz Vert ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE Una Line Qty Dia Width Length ick (in) 5 A 1.6 0.2 3.2 8.2 3.2 4.8 VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. 5 F 0.3 -0.2 -3.1 5.6 -3.2 9.0 2 (7,) WIND REACTIONS ARE BASED ON Vult 2* A 4 0.750 8.000 8.000 0.500 96.0 F 4 0.750 8.000 8.000 0.500 0.0 2t Frame lines: 2 3 4 2* Frame lines: 2 3 4 _FLOOR COLUMN REACTIONS Dead Coll Live _ Frame Col Max-Vert Vert Vert Vert Anc._Bolt Base Plate (in) Elev. RIGID FRAME: ANCHOR BOLTS & BASE PLATES Una Line Ld (k ) (k ) (k ) (k ) Qty Dia Width Length Thick (in) 079.0 01.0 7 16.3 5.2 1.2 9.9 4 0.750 8.000 8.000 0.500 0.0 Fmr Col Anc._Bolt Base_Plate (in) Elev. 079.0 B 7 25.7 8.2 1.9 15.6 4 0.750 8.000 8.000 0.500 0.0 Line' Una Qty Dia Width Length Thick (in) 079.0 032.5 7 9.4 3.0 0.7 5.7 4 0.750 8.000 8.000 0.500 0.0 5 A 4 0.750 8.000 8.000 0.500 96.0 5 032.5 13 11.1 3.3 0.8 6.4 4 0.750 8.000 8.000 0.500 0.0 5 F 4 0.750 8.000 8.000 0.500 0.0 BUILDING BRACING REACTIONS f Reactions (k ) Panel Shear -Wall -Col -Wind--Seismic - (lb7ft) Loc Line Line Hoa Vert Harz Vert Wind Seis Note LEW' 1 (h) 24752-1 F-SW F 2,3 12.5 12.1 1.9 1.9 R-EW 5 (h) B_SW A 3,2 12.5 8.1 1.9 1.3 (h)Rigid frame at endwall FLOOR BRACING REACTIONS Reactions(k ) -Location -Seismic - Orient Offset Start End Harz Vert Tran 4 B D 3.0 2.6 24752-2 Tran 5 B D 3.0 2.6 Long D 4 5 3.0 1.5 DESIGN LOAD DEFINITIONS SEAL RIGID FRAME LOAD CASE DEFINITIONS Wind L1/Wind R1 = Lateral wind load from the left/right with a negative Internal pressure cofficlent. �{�OF 118Efl�r�, Wind_L2/Wlnd_R2 = Lateral wind load from the left/right with a positive Internal pressure cofflclent. �Q. L, Wind_Lnl = Longitudinal wind toad with a negative Internal pressure coefficient. 9� Wind _Ln2 = Longitudinal wind load with a positive Internal pressure coefficient. ° Selsmlc_L/Selsmic_R = Lateral Seismic load from left/right. (� LWIND#_L#E/ LWIND#_R#E = Longitudinal wind loads for edge zones. 1� � � F#UNB_SL_L/ F#UNB_SL_R = Unbalanced roof snow Load with wind from the left/right. rr LU F#PAT_LL # = Pattern live load for continuous beam systems. 1 Z 'Note, Bracing reactions are not already Included in combinatlon with any other load but must be added ` �0 to basic reactions as desired by the foundation designer.' 52 Coltat = Collateral Load Endwall Load Case Definitions -S 10 Rafter Wind-L/ Rafter Wlnd_R = Lateral wind load from the left/right. Brace Wind-L/ Brace Wlnd_R = Lateral wind load from the Left/right with the bracing loads added. Wlnd_P/Wind_S = Wind Pressure/Suction due to longitudinal wind. Wind-Ln# = Longitudinal wind load on the roof. REVISI❑NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N C❑NTRACTING Seismic_L/SelsmicCXI FOR CONSTRUCTION_R = Lateral Seismic load from left/right. PROJECT THREES BREWING EAST ANCHOR BOLT DETAILS & REACTIONS REV. DESCRIPTION, DATE DTLR DATE CHKR APPD C ] FOR PERMIT ONLY E#UNB_SL_L/ E#UNB_SL_R = Unbalanced roof snow load with wind from the left/right. wNOT FINAL CONST.DWGSx ID 24752-1 DESIGN,JHB DRAFT, JDH CHECK,DS E#PAT_LL # = Pattern live load for continuous beam systems. C I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATE, 5/18/17 1 SHEET 3 _ LWIND#_L/LWIND#_R = Longitudinal wind loads for edge zones. L 7 OTHER, EXPLAIN ADDRESS I J SPLICE BOLT TABLE MEMBER TABLE Qt FLANGE BRACE CLIP / GIRT CONNECTION Mark Web Depth Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length OFFSET 1/2,x1 1/4, Start End Thick Len th W x Thk x Len th W x Thk x Length A307 BOLTS RF1-1 7.5/23.0 0.135 188.0 6 x 3/16" x 207.7 6 x 5/16" x 188.6 SP-1 4 4 •0 A325 0.625 2.25 CTYP U.N.) aHOLES U.N.) 23.0/23.0 0.188 29.3 6 x 5/16 x 33.7 SP-2 4 4 2 A325 0.750 2.50 Z111 ° RF1-2 23.0/12.0 0.165 156.5 6 x 1/4" x 240.0 6 x 1/4" x 156.8 FLANGE BRACE TABLE 12.0/12.0 0.165 239.9 6 x 1/4" x 146.7 6 x 1/4" x 234.8 RF1-3 12.0/12.0 0.188 239.9 6 x 3/16" x 137.0 6 x 1/4" x 234.8 FRAME LINE 1 12.0/32.0 0.188 150.5 6 x 3/16" x 240.0 6 x 1/4" x 151.8 GIRni T IN/ BC LINER CL PRF1-4 32.0/32.0 0.250 39.2 6 x 5/1,6" x 43.4 6 x 5/16" x 38.9 V ID SIDES MARK LENGTH OFFSET 32.0/10.8 0.165 240.0 6 x 3/16" x 63.7 6 x 5/16" x 240.0 .� \ ° 1/2'x1 1/4' 10.8 7.5 0.165 37.9 6 x 3/16" x 240.0 1 1 FB36.5A 3 -0 1/2' 2 -8 A307 BOLTS 2 1 FB38.5A 3'-2 1/2" 2'-8" A SECOND FLANGE / BRACE IS REQUIRED��(_ NGE BRACE 3 1 FB36A 3'-0' 2'-8" IF 'C2)' IS NOTED IPT THSE FRAME CROSS 1 FB42.5A 3'-6 1/2" 2'-8" FLANGE BRACE TABLE. F. FTER 5 1 FB40.5A 3'-4 1/2" 2'-8" SEE FRAME CROSS SECTIONOTAL FOR LOCATIONS, ADARE PRESENT FOR ALIGNMENT PURPOSES ONLY 1 " r/76+ VOA'G�d000\13031 N / RF1/II II F,,3 \\� 12 Q II II 4 II II I to, to a II II 10 (n II fL II (n I o II r-z II DI II to 0 II IQ II IIlo � � I Mz II II " to I II II N I 1 II II �J co Ia II II N O O II II I I 1 °° II II I� SEAL -11 1 2" 59'-0" CLEARANCE NE E Al 65'-0" OUT-TO-OUT OF STEEL �• A F MAIN FRAME ELEVATION: FRAME LINE 1 '11W �` C9 GENERAL NOTES: ,0 65252 * NOTICE TO ERECTOR --* ------- �o'�ESS100� Wit is IMPORTANT that for members Z exceeding 30 ft. in length that a spreader bar be used when lifting. REVISIONSDRAWING STATUS VULCAN STEEL STRUCTURES, INC J CA LETON CONTRACTING I ] FOR CONSTRUCTION REV. DESCRIPTION, DATE DTLR DATE CHKR APPD CX] FOR PERMIT ONLY PROJECT THREES BREWING EAST MAIN FRAME ELEVATION (B)ALL flange braces and wind bracing )KNOT FINAL CONST.DWGS>K ID 24752-1 DESIGN JHB DRAFTS JDH CHECKS ZJM must be installed prior to exterior C ] FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATE, 5/18/17 SHEET 4 finishes beingapplied. I ] OTHER, EXPLAIN ADDRESS J" r s SPLICE BOLT TABLE MEMBER TABLE Qt FLANGE BRACE CLIP / GIRT C❑NNECTI❑N Mark Web Depth Web Plate Outside Flange Inside Flange `Mark Top Bot Int Type Dia Length 02Fs8T 1/2• x1 1/4• Start End Thick Length W x Thk x Len th W x Thk x Length A307 BOLTS RF2-1 7.4/32.0 0.188 181.7 8 x 1/4" x 207.5 8 x 5/16" x 183.3 SP-1 4 4 2 A325 0.750 2.50 (TTP.-U.N.) CTYP. U.N.) 32.0/32.0 0.250 39.2 8 x 5/16' x 43.5 SP-2 4 4 0 A325 0.750 2.50 ° 1 ° ° F-01 RF2-2 32.0/12.0 0.250 150.4 8 x 5/16" x 240.0 8 x 1/4" x 151.7 SP-3 4 4 2 A325 1.000 3.50 1 i 12.0/12.0 0.250 239.9 8 x 5/16" x 136.9 8 x 1/4" x 234.8 RF2-3 12.0/12.0 0.250 239.9 8 x 1/4" x 137.2 8 x 3/8" x 234.7 FLANGE BRACE TABLE ° I ° - ° I - ° - °G12.0/31.0 0.250 150.3 8 x 1/4" x 240.0 8 x 3/8" x 151.5 FRAME LINE 2 3 4 IRT IN/ BC LINER CL PRF2-4 31.0/31.0 0.313 38.1 8 x 1/2'' x 42.3 8 x 1/2" x 39.4 # 31.0/10.5 0.188 240.0 8 x 1/4� x 63.5 8 x 1/2" x 240.0 V ID SIDES MARK LENGTH OFFSET ° ° 1/2'x1 1/4' 10.5 7.2 0.188 38.4 8 x 1 4' x 240.0 1 1 FB38.5A 3'-2 1/2" 2'-8" A SECOND FLANGE A307 BOLTS „ BRACE IS REQUIRED O0NNLLYY FLANGE BRACE 2 1 FB42.5A 3,-6 1/2" 2'-8" IF '(2)' IS NOTED INS SEE FRAME CROSS 3 1 FB36A 3'-O" 2'-8" FLANGE BRACE TABLE. R.F. COLUMN/RAFTER 2 FB42A 3'-6" 2'-8" SEE FRAME CROSS SECTION 6 BOLTS TOTAL 51 2 1 FB38A 3'-2" 2'-8" FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY 1 " 2 3S .30. a a / N SroJJJ ,Q5" // RF2 2 RF2�3 \ 5"� u I I I a d Ie ' O � 00 W N O NZ I 1 10n D _I J J N MU � O O OI U 00 W I O I I n a N o I I LL �+ it N U I 00 14 fI CO co I M I - i SEAL 16" 58'-3 11/16" 2'-7 3/4" CLEARANCE SOF N�� 65'-0" OUT-TO-OUT OF STEEL 9® CC A F rn W Lu MAIN FRAME ELEVATION: FRAME LINE 2 3 4 GENERAL NOTES: ,a 65252 * NOTICE TO ERECTOR - * r F3 SI® (A)lt is IMPORTANT that for members 7 exceeding 30 ft. in length that a spreader bar be used when lifting. REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARL T❑N CONTRACTING C ] FOR CONSTRUCTION REV. DESCRIPTIONS DATE DTLR DATE CHKR APPD EXI FOR PERMIT ONLY PROJECT THREES BREWING EAST MAIN FRAME ELEVATION (B)ALL flange braces and wind bracing wNOT FINAL CONST.DWGS� ID 24752-1 DESIGN-JHB DRAFT, JDH CHECKS ZJM must be installed prior to exterior C I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATES 5/18/17 SHEET 5 finishes being applied. C ] OTHER, EXPLAIN ADDRESS r- SPLICE BOLT TABLE MEMBER TABLE Qt FLANGE BRACE CLIP / GIRT C❑NNECTI❑N Mark Web De th Web Plate Outside Flange Inside Flange Mark Top Bot Int Tye Dia Length OFFSET 1/2•x1 1/a• Start End Thick Length W x Thk x Length W x Thk x Len th A307 BOLTS RF3-1 7.5/23.0 0.135 187.9 6 x 3/16" x 207.6 6 x 5/16" x 188.5 SP-1 4 4 0 A325 0.625 2.25 (TYP. U.N.) (TYP. U.N.) 23.0/23.0 0.188 29.3 6 x 5/16" x 33.7 SP-2 4 4 2 A325 0.750 2.50 o i o0 o RF3-2 23.0/12.0 0.165 156.5 6 x 1/4" x 240.0 6 x 1/4" x 156.9 i 12.0/12.0 0.165 239.9 6 x 1/4" x 146.7 6 x 1/4" x 234.8 FLANGE BRACE TABLE ° ° _ _ o ° RF3-3 12.0/12.0 0.188 239.9 6 x 3/16" x 137.0 6 x 1/4" x 234.8 FRAME LINE 5 - 12.0/32.0 0.188 150.5 6 x 3/16" x 240.0 6 x 1/4" x 151.8 PUR IN/ o BC LINER CLP " GIR RF3-4 32.0/32.0 0.250 39.2 6 x 3/8"��x 43.4 6 x 5/16 x 38.9 0ID SIDES MARK LENGTH OFFSET 32.0/10.8 0.165 240.0 6 x 3/16" x 63.6 6 x 5/16' x 240.0 �• o o 1/2•x1 1/4' 10.8 7.5 0.165 37.8 6 x 3/16" x 240.0 1 1 FB36.5A 3'--0 1/2" 2'-8" A307 BOLTS 2 1 F838.5A 3:-2 1/2" 2'-8t# A D FLANGE , „ BRAACECE IS REQUIRED�� FLANGE BRACE BEAM TABLE 3 1 FB36A 3 -0 2'-8" IF '(2)' IS NOTED IN TSE SEE FRAME CROSS Mark I Part Length 1 FB42.5A 3'-6 1/2" 2'-8" FLANGE BRACE TABLE. F. COLUMN/RAFTER MC-3 W8X13 9 -5 1 2 5 1 FB40.5A 3°-4 1/2- 2'-8" SEE FRAME CROSS SECTION 6 BOLTS TOTAL MB-3 W14X26 19:-5 1/2" FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT MB-4 W14X26 11'-4 13 16" SUPPORT BEAM BOLT TABLE FOR ALIGNMENT PURPOSES ONLY ❑ID Qt T e Dia Len th S 1 1 3 A325 0.750 2.50 �3 13 16" 2 3S 35 GIG pOL � 2 �.11" 6- 4. � a � Q5" SA /" / RF3�2 II RF3�312 II Q II II � • II o I � II II N I o coW II MU II U DI ;Z II II Ia O It-, II II O NU 10 �Go W z I � � NII 16 § _ N 0I M13-3 MB-4 II Go rL 1 S1 S1 51 II U A IICo •• "lal MN O .1 O II M rn Z M II c Go II II n SEAL 8" 1'-11 1 2" 59'-0" 2'-8 1 2" C RANCE SOF NLErtV 32'-6" 32'-6" � EQ 65'-0" OUT-TO-OUT OF STEEL A F d 0 W MAIN FRAME ELEVATION: FRAME LINE 5 GENERAL NOTES: ,\ 65252 * NOTICE TO ERECTOR * �FS S100------------------------- � (A)lt is IMPORTANT that for members S �� exceeding 30 ft. in length that a spreader bar be used when lifting. REVISI❑NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N CONTRACTING C 7 FOR CONSTRUCTION REV. DESCRIPTION, DATE DTLR DATE CHKR APPD CXI FOR PERMIT ONLY PROJECT THREES BREWING EAST MAIN FRAME ELEVATION (B)ALL flange braces and wind bracing wNOT FINAL CONST.DWGSx ID 24752-1 DESIGN]JHB DRAFT- JDH I CHECK-ZJM must be installed prior to exterior C I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATE, 5/18/17 SHEET 6 finishes being applied. C I OTHER, EXPLAIN ADDRESS 3O ERECTOR NOTE: REFER TO M.B.C.I. DOUBLE LOK TECHNICAL MANUAL FOR FASTENING 24' NOMINAL COVERAGE INSTRUCTIONS. IMPROPER INSTALLATION VOIDS WARRANTY. O O 2 O meg. O , 00. P DIM A = 6.5 FT O33 / 24 GAGE DOUBLE L❑K ROOF PANELS c, / >4 / J O q / / ROOF SLOPE 7.1 \ 2 / \ \\\\ .O ROOF FASTENER DETAIL PLAN / / ENCLOSED / PARTIALLY ENCLOSED / q P 5 O o• 1 r—o' r—o' DETAIL 'A' O SEAL /—#12 MEMBER FASTENERS 4 Q/M PANEL FASTENER SPACING AT INTERMEDIATE GIRTS Q01 #12 MEMBER FAST NERS �� \�,EEw �u O 5 PANEL FASTENER SPACING AT EAVE STRUTS 36' NOMINAL COVERAGE ®, cr- #14 ENDLAPS, AND BASE 12' 12' 12' Ile � Lu STITCH FASTENERS 4' 4' 4' 1 g BL ZONE 5 - 20_ O/C MAX, ZONE 4 - @ ALL GIRTS 3 4' O��• /tl g _20'_ O.C. MAX. BETWEEN GIRTS 1' MAJOR RIB 55 52 !G� DETAIL 'A' MINOR RIB 17 WALL FASTENER DETAIL PLAN PGB7T❑27 R®���seo��v 4 = ZONE 4 DIM W = .6.5 FT 1-1/4' 3/16- 5 = ZONE 5 DRAWING STATUS REVISIONS C 3 FOR CONSTRUCTION VULCAN STEEL STRUCTURES, INC J CARLET❑I CONTRACTING REV. DESCRIPTION, DATE DTLR DATE CHKR APPDCX] FOR PERMIT ONLY PROJECT THREES BREWING EAST FASTERNER DETAILS 'PBR WALL PANEL PROFILE ,K NOT FINAL CONST,DWGSN ID 24752-1 DESIGNS JHB DRAFTS JDH I CHECKS ZJM 'PBR' WALL PANEL ATTACHMENT DETAIL C I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATE, 5/18/17 SHEET 7 C ] OTHER, EXPLAIN ADDRESS SPECIAL BOLTS ROOF PLAN 1 100'—O'OUT—TO—OUT OF STEEL 5 o ID QUAN TYPE DIA LENGTH WASH 2 3 4 1 4A307 1 2 1-174— 0 25'-0' 25'-0' 25'-0' 25'-0' MEMBER TABLE z. 1'— ROOF PLAN MARK PART LENGTH P-1 10X25Z12 28'-1 1/2" A F7-1 E-1 R —1 — R —1F —1 RF —1 —1 RF3-1 P-2 10X25Z14 30'-3 1/2" E-1 1050E325D a4'-11 1/2" CB-3 0.375CBL 30'-3" I I CB-4 0.250CBL 30'-8" P-1 i P-2(TvD) P-2 P 1 CB-5 0.312CBL 30'-3" I I I I I I I I I O N i N W lo I I _ `'En RF1-2 I I I —2 RF2-2 I I I RF2-2 F F3-2 Ix i W 1 W I I I P—lcr i a, lyp I I —21 yP I I I YP I I P 11 yP I N I I I I I I I W W n I I I I I I w RF1-3 RF2— RF2-3 RF2-3 —3 M(n I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEAL I I I I I I I I I F F7— —1 —4 E-1 RF2-4 E-1 KI-2-4 E-1 RF3-4 �`®r ��>IJ PURUN 3'-1 3/s� 2'—, s/� 3'-1 3/ai FLAT STRAPPING MP.) �* ��� `�� f� 0� LAP 3'-1 3/4' 2'-1 3/4' 3'-1 3/4' F! ROOF FRAMING -PLAN r n w ai w GRIP NOTE: SEE STRAPPING '�ti 6 CABLE EYEB�f.T �7 S I 0 N"ISD� DETAIL ON SHEET 1 '7 FLAT HER NUT REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARL T❑ CONTRACTING BRACE CABLE ASSEMBLY REV. DESCRIPTION. DATE DTLR C J FOR CONSTRUCTION DATE CHKR APPD [XJ FOR PERMIT ONLY PROJECT THREES BREWING EAST ROOF FRAMING CABLE HARDWARE FACTORY ATTACHED *NOT FINAL CONST.DWGSx ID 24752-1 DESIGN-JHB DRAFT. JDH CHECKS ZJM SYMETRICAL AT BOTH ENDS C I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATEi 5/18/17 ISHEET 8 C J OTHER, EXPLAIN ADDRESS 5 100'—O'OUT—TO—puri OF STEEL ,] 25'-0' 25'-0' 25'-0' 25'-0' f z• ' N U a N 1 D 1 M N O M U �D 1j N N V) I M� � O M O SEAL �S®r- NEIV Cr *ERECTOR PLEASE READ THIS NOTE BEFORE STARTING ROOF SYSTEM INSTALLATION" ROOF SHEETING PLAN m w PANELS: 24 Ga. DOUBLE LOK - Charcoal Gray ERECTOR NOTE: BEFORE STARTING OR INSTALLING THE STANDING SEAM ROOF SYSTEM, YOU MUST FIRST READ 100 65252 & REVIEW THE ROOF MANUFACTURER'S TECHNICAL/ERECTION INFORMATION MANUAL FOR ��-�, 9o�.1P THIS SPECIFIC ROOF SYSTEM_ _L IF THERE IS ANY DEVIATION BETWEEN THE ROOF SYSTEM DETAILS SHOWN IN THESE ERECTION DRAWINGS & THE ROOF MANUFACTURER'S ERECTION INFORMATION MANUAL, DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N CONTRACTING E THESE ERECTION DRAWING DETAILS WILL GOVERN. REVISIONS I FOR CONSTRUCTION REV. DESCRIPTION, DATE DTLR DATE CHKR APPD [XI FOR PERMIT ONLY PROJECT THREES BREWING EAST ROOF SHEETING MNOT FINAL CONST.DWGS)K ID 24752-1 DESIGN,JHB I DRAFT. JDH CHECKS ZJM E I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATE, 5/18/17 SHEET 9 E I OTHER, EXPLAIN ADDRESS TRIM TABLE FRAME LINE F OIDI PART LENGTH DETAIL 1 DTR 20'-3" TM21 2 CTR 20'-3" TM29 5 3 CTR 6'-3" TM29 too'-O"OUT-TO-OUT OF STEEL 4 XFL-272 10'-3" 2 3 4 25'-0" 25._0. 25•_p" 25._0. 6 FL-245 6" -2" t 8 CT 246 4"2" 7 FL- _ - -t 9 JTR 4'-5" TM31 10 JCT 8'-2" 11 HT 8'-8" TM33 a 12 JCT 7'-2" G-33 /w - 4 -34 c-3 13 JTR 7'-5" TM31 14 JCT 5'-6" H_ DH-2 OH- °H_2 i 15 HT 6'-0" TM33 ]�" Io DIAL ROLT AN TYPE DIA LENGTH' WASH Ds-t Ds-t Ds-t 1 4 A301 1 2 1 1 4 0 - 3 _ - - MEMBER TABLE FRAMo I N �N I ' MARK IN PARTLENGTH N 'ol _ (�► I DJ-2 8x35C16 6-4 G-A4 o DJ-3 8x35C16 6'-11 1/2" - N r N II DS-1 8x35C16 8'-2" Go I w t E-1 1050E325D 224'-1 1 1/2"" I - V G-33 8X25Z16 27'-1 1 " -N - 29'-3 1/2" G-34 8X25Z16 CB-1 0.50OCBL 35-7" N I � L BA -- - - _ - _ RFI-4 Field RF2-4 — — —— — Field RF2-4 8e1d2" RF2-4 Bc18" RF3-4 GLAP$ SIDEWALL FRAMING: FRAME LINE F (Gutter with 5 downspouts) O oe —— — — — — — — — — — — — — — — — — — — — — — — — — r s , o ,— 3 y o Ia is tD la to tD tti ! ii 3 10 C4 OO 10 O O O O O 1 1 I I I I I I I 1 I I 2O O O O O O O *O O O O O O O t t1 - 1 1 I I 1 I 1 I I I I I I- 1 I I I I <a oc14 � 'co isto N N is fa o t0 !O s p N N N N N N N N N N N N N N N N N N N N N N N N SEAL I 1 I I ���®r ��� AlMW _ - LLj 0rn (24752-2) ' C'1 SIDEWALL SHEETING & TRIM: FRAME LINE F �'®� 65252 PANELS: 26 Ga. PBR - Ash Gray t,§,®�`�S lc)x GENERAL NOTES: (1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF Z SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN-PLANE WIND, FORCES. TEMPORARY BRACING DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N CONTRACTING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF-PANELS ARE INSTALLED. REVISIONS (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL [ ] FOR PERMIT ONLY PROJECT THREES BREWING EAST SIDEWALL FRAMING ELEVATION. THESE ARE REQUIRED TO SATISFY CODE-DEFINED CORNER ZONE WIND PRESSURES REV. DESCRiPTICIN, DATE DTLR DATE CHKR AP EXl' FOR PERMIT ONLY IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT ,FOR FINAL CCINST.DWGSI� ID 24752-1 DESIGNS J 18 DRAFTS JDH CHECKS ZJM INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING E I FOR APPROVAL PROJECT CUTCHCIGUE NY 11935 DATES 5/18/17 SHEET l0 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. [ ] OTHER, EXPLAIN ADDRESS TRIM TABLE FRAME LINE A ;5 LD PART LENGTH DETAIL 1 CTR 18'-3" TM29 2 CTR 8'-3" TM29 1 3 XFL-272 10'-3" 5 100'-0"0Ur-TO-OUT OF STEEL 4 SSCB 6" 4 s 2 5 FL-245 6" 25'-0' 25'-0" 25-0" 25'-0" 6 FL-246 10" t- 7 JCR 4'-2- 8 JTR 4'-5" TM31 E-1 J4 E-1 E-1 E-1 101 HT 8'-8" TM33 oSPECIAL BOLTS ITYPE L5 G- 3 b - 4 G- 4 - I o ID U4N A301 DIA LENGTH 2 1 " WASH H-2 DH-2 11H-2 DH-2 N a 1 I MEMBER TABLE `ol I ®v 7- 1 1 ® vT d v� FRAME LINE A DS-1 OS-1 Ds-1 Ds- I MARK PART LENGTH DJ-2 8x35C16 6-4 _ DH-2 8x35C16 8'-2" c_ 3 G- DS-1 8x35C16 8'-2" 0. I G-33 8X25Z165D 717'_;11/ s _ G-33 I G-35 8X25C16 24'-11G-34 8X25Z16 29'-3 11/2" cli 1 7 1 1 1 1' G-36 8X25C16 24'-11 1/2" N e_ o N a r Lo C-4 G-37 8X25C16 24'-11 1/2" c I I _ CB-2 0.5000BL 30'-6" G- 5 `3 - a0 MB-5 W1OX12 19'-9 5 16" MC-1 W8X13 8'-3 9 16" I 0 o I `oal L— — — — — — —— — — — — — — 1 — — — — — RF3-1 Field MC-1 RF2-1 Field RF2-1 Feld RF2-1 Field RF1-1 8'-2" 8'_2• 8'-2" 8,-2" Glffr2'-1 2'-1 3/4' 2'-1 3/4 2' LAPS -1 3/4' SIDEWALL FRAMING: FRAME LINE A 4 4 4 4 Q a (Gutter with 5 downspouts) O 4 5 B 4 5 B ❑ — — — — — — — — — — — — — — — — — — — <8> q> O 9 11 e > > 5 Q5 5 ® ® 5 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 I I I 1 s I I I 1 I I I I 9 I I 1 I 1 I I I s I I I I I 1 I I O o 0 1 m a3 co co m co ao co uo a1 no in m no co co io to s 3 -co c3 co co ro co 1>o ao m in m uo ao I- - L I SEAL L J J- I_ --I -A- L— --I J__ —I— ___L — -I- or- Nz1v OPEN FOR MATERIAL BY OTHERS I 2 �.�� ,N Ekf I - -- Uj Uj SIDEWALL SHEETING & TRIM: FRAME LINE A ,p 65252 GENERAL NOTES: PANELS: 26 Go. PBR - Ash Gray ;9 ES SO4�'�, (1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN-PLANE WIND FORCES. TEMPORARY BRACING DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARET❑N C❑NTRACTING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. REVISI❑NS C ] FOR CONSTRUCTION (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL . PROJECT THREES BREWING EAST SIDEWALL FRAMING ELEVATION. THESE ARE REQUIRED TO SATISFY CODE-DEFINED CORNER ZONE WIND PRESSURES REVDESCRIPTION DATE DTLR DATE CHKR AP CX7 FOR PERMIT ONLY SNOT FINAL CONST.DWGSW ID 24752-1 DESIGNS JHB DRAFTS JDH CHECKS ZJM IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT [ 7 FOR APPROVAL PROJECT DATE. 5/18/17 SHEET 11 INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING C I OTHER, EXPLAIN ADDRESS CUTCHOGUE NY 11935 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. I` BOLT TABLE -_ _ FRAME LINE 1 CLOCATION UAN TYPE DIA LENGTH olumns Raf 1 4 A325T 1/2" 1 1/2" TRIM TABLE FRAME LINE 1 ID PART LENGTH DETAIL 1 DTR 8--3--- TRIM-21 2 DTR 18'-3" TRIM-21 3 DTR 7'=3" TRIM-21 4 CTR 18'-3" TM29 5 CTR 20'-3" TM29 6 CTR 6'-3" TM29 7 CTR 8'-3" TM29 8 XFL-111 20'-3" TRIM-190 9 XFL-111 15'-6" TRIM-190 10 XFL-115 20'-3" 11 XFL-115 .15'-6" 12 FL-120 1'-6" 13 JCT 14'-0" 14 JTR 14'-3" TM31 15 ,JCT 16'-0" 3 A ss'-o'OUT-TO-OUi OF STEEL F 16 HT 16'-6" TM33 FLANGE BRACE TABLE • 2s'-o• 15'-0' 25'-0' FRAMELINE 1 1_2 5• 125' t snit D ID I SID#ES MARK LENGTH OFFSET 1 1' I FB37A 3'-1" 2'-8" MEMBER TABLE FRAME LINE 1 MARK PART LENGTH EC-1 W12X19 34-3 9716— n 16n DH-1 8x35C16 16'-0" i G-1 8X25Z16 7'-8" -1 -�\ \ i G-2 8X25Z16 7'-0" - \ G-3 8X35Z12 25-5 1/2" • �� o o G-4 8X25Z16 26'-1 1/2" �r / \ 1 i i N I i ;r • G-5 8X25Z-16 25'-5 1/2"" ;n -s -10 _ ;, N N G-6 8X25216 19'-2 16 G-7 8X25216 7'-2 3/16IF G-8 8X25Zl 6 17'-4 -4 _ G-1 'o rn o� o, ;,, G-9 8X35Z15 17'-3 1%2" m n m i G-10 8X25216 17'-3 1/2" -y _ "' n �i G-1 1 8X35Z12 25'-5 1/2" b M °' M �' ' 6 G-13 8X25216 G-12 8X25Z16 ?9'-2 3/16" O - -H-1 I jl co 5 6 _ I 5 6 N N 5 G-14 8X25216 7'-2 3 16" 04 F C4 �7 ' „ I� I G-15 8X25216 6'-0" ��ule 4+ + °, t �I 1 N 1 n + - E — --- —L LL --t EC-1 1 EC] l 16'-0" _ { I N I 16'-0" 1 7'-G� I f ENDWALL SHEETING & TRIM: FRAME LINE 1 GIRT +—, '�#= +'—+qLlr_ a'^ / LAPS t-t a/4 t-t a/4' ���°'& S� PANELS: 26 Ga. PBR - Ash Gray . ENDWALL FRAMING: FRAME.LINE 1 �f1lz f� SEAL .c�®F �FB'8i 0 NE A4,1 �®9 i n LLT 6 52 GENERAL NOTES: F !ssa�N�,®°� (1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER-PANEL BRACING IS SUFFICIENT TO RESIST IN-PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL REVISI❑NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLETON CONTRACTING ELEVATION. THESE ARE REQUIRED TO SATISFY CODE-DEFINED CORNER ZONE WIND PRESSURES C ] FOR CONSTRUCTION IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT REV. DESCRIPTICIN• DATE DTLR' DATE CHKR AP CX] FOR PERMIT ONLY PROJECT THREES BREWING EAST ENDWALL FRAMING INCLUDED FOR THE FULL LENGTH OF THE WALL NON-UNIFORM' GIRT SPACING OR RESULTING wNOT FINAL CCINST.DWGS3K ID 24752-1- DESIGN.JHB DRAFT. JDH CHECK.ZJM APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. [ ] FOR OTTER; EXPLAIN APPROVAL PROJECT AIN ADDRESS CUTCHCIGUE NY 11935 DATE. 5/18/17 SHEET 12 C• ] OTH - BOLT TABLE FRAME LINE 5 LOCATION UAN TYPE DIA LENGTH Columns Raf 4 A325T 1/2" 1 172— TRIM 2TRIM TABLE FRAME LINE 5 OID PART LENGTH DETAIL 1 DTR T2-3 TRIM-21 2 DTR 20'-3" TRIM-21 3 DTR 1'-3" TRIM-21 4 CTR 20'-3" TM29 5 CTR 6'-3" TM29 6 CTR 18'-3" TM29 7 XFL-111 20'-3" TRIM-190 8 XFL-111 15'-6" TRIM-190 9 XFL-115 20'-3" 10 XFL-115 15'-6" 11 FL-120 1'-6" 12 JCT 10'-0" 13 JTR 10'-3" TM31 14 JCT 12'-0"li-5 15 HT 12'-6" TM33 16 JCT 4'-2" F 65'-0'OUT-TO-OUT OF STEEL A 17 JTR 4'-5" TM31 o e Q 4 n n 18 JCT 8'-2" 29'-0' 15'-0^ 21'-0' Q 5 5� 19 HT 8'-8" TM33 5'� , " , FLANGE BRACE TABLE 12 12 12 g 12 FRAME LINE 5 SIDES MARK LENGTH OFFSET FB37A 3'-1" 2'-8" MEMBER TABLE FRAME LINE 5 MARK PART LENGTH EC-2 W1 2X22 35'-11 1 2 / - G-26 G-3� I EC-3 W 12X 16 32'-7 1 2" b I '� n \ DJ-5 8x35C16 6�-48, • �/ �� I • N In N N i7 DH-2 8x35C16 8'-2" / c- s i I i N DH-3 8x35C16 12'-0' - 0 G-30lo co „+ o I DS-1 8x35C16 8'-2" _ I I I N N M CIA N 6 9 6 G-16 8X25Z16 11'—On _ - 1 N N °i I m G-17 8X35Z12 31'-5 1/2" 10 n s N of i G-18 8X25Z15 31'-5 1/2" I _ I ;,, "' I N °i s G-19 8X25Z16 32'-1 1/2" G-18 SX I G-20 8X25Z14 31'-5 1/2" a o `ol N. I s tO I o n G-21 8X25Z16 25'-2 3/16" I Le _ a0 N _ I I �t 4 N N M I G-22 8X25Z16 13'-2 3/16" N -17 ll G-23 8X25Z16 4'-8G-24 8X25C16 " DH-3 -4 MB-3 ' ® ! '/ + + G-25 8X35Z13 21'-3111 2�" -1s G- G-26 8X25Z16 21'-3 1/2" Lu G-27 8X25216 18'-1 3/4" G-28 8X25C16 20'-3 1/2" I ��� p� OPEN FOR MATERIAL BY OTHERS I G-29 8X35216 23'-5 1/2" co Y G-30 8X25Z16 23'-5 1/2" BA es E' _ _ - G-31 8X25Z16 24'-1 1/2" 7 c 2 = — —_ — - - - - .� + z s - - - -0 - - - - - -- - / - - G-32 8X25Z16 17'-2 3/16" q ��'A MB-3 W1 4X26 19'-5 1 2" EC-2 MC-3 EC-3 Field uy� s'-2• MB-4 W14X26 11'-4 1316" 12'-0• (12'-0' S'-o' r r! If MC-3 W8X13 9'-5 1/2 GIRT S'-� 3/4� 3'-+ a/ti ENDWALL SHEETING & TRIM: FRAME LINE 5 LAPS 3-1 3/4' a'-t s/4 PANELS. 26 Go. PBR - Ash Gray ENDWALL FRAMING: FRAME LINE 5 e 1 �� l Al c L ��®� P� SEAL a� I 0 w rn w 65252 GENERAL NOTES: (1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS ; BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER-PANEL BRACING IS SUFFICIENT TO RESIST IN-PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N CONTRACTING (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL REVISI❑NS ELEVATION. THESE ARE REQUIRED TO SATISFY CODE-DEFINED CORNER ZONE WIND PRESSURES C FOR CONSTRUCTION REV. DESCRIPTIONS DATE DTLR DATE CHKR AP EXI FOR PERMIT ONLY PROJECT THREES BREWING EAST ENDWALL FRAMING IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT )KNOT FINAL CONST.DWGSiK ID 24752-1 DESIGN/JHB DRAFT, JDH CHECK,ZJM INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING E I FOR APPROVAL PROJECT DATE, 5/18/17 SHEET 13 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. E ] OTHER, EXPLAIN ADDRESS CUTCHOGUE NY 11935 MEMBER TABLE Mark Part Len th MB-1 W14X26 21 —O MB-2 W14X26 11'-5 3/8" 100'-0" OUT—TO—OUT OF STEEL 5 MB-3 W14X26 19'-5 1/2" 41 MB-4 W14X26 11'-4 1y16" MB-5 W10X12 19'-9 5 16" 21'-0" MB-6 W14X26 19'-1" MC-1 W8X13 8'-3 9/16" 4 MC-2 W8X13 9'-5 1/2 25'-0" MC-3 W8X13 9'-5 1/2" MJ-1 I 16K2 1 21'-0" 1 r - -- - -- - - - - - -- --RF3-1 A MC-1MB-5 = I v N cr% ® 3 I MJ-1(Tvo)co ED 04 O N W w o f N (a a • ® to N !� O Al 0 MC-1 H �m m mm X SEAL I - i MC-2 X—Bracing MC-3 ®F NF� FLOOR FRAMING & JOISTS: FLOOR 1 , ' 1L z 65252 %P.Es 10 REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLET❑N CONTRACTING REV. DESCRIPTION, DATE DTLR DATE CHKR APPD C I FOR PERMITCONSTRONLY PROJECT THREES BREWING EAST FLOOR FRAMING & JOISTS CX] FOR PERMIT ONLY SNOT FINAL CONST.DWGS3K ID 24752-1 DESIGNS JHB I DRAFTS JDH CHECKS ZJM C ] FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATES 5/18/17 SHEET 14 C I OTHER, EXPLAIN ADDRESS + 1 5 100'—O"OUT—TO—OUT OF STEEL 2 3 4 25'-0" 25'-0" 25'-0" 25'-0" LEA A N W to XI -� - 0 to M 04 N d M W O O 4_ M W U L0 - Lo z X M I _� O M Lo tq N O I a W M ix L I -j A- -L- t -j L- -L LEA SEAL ROOF LINER SHEETING PLAN PANELS+ 26 Ga. PBU - Polar White SE OF N E AY, ti Aw m w , � J 65252 tr,� REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLE ON CONTRACTING REV. DESCRIPTIONS DATE DTLR DATE CHKR APPD C I FOR PERMIT ONLY PROJECT THREES BREWING EAST ROOF LINER PANEL CX7 FOR PERMIT ONLY CONST.DWGSx ID 24752-1 DESIGN xNOT FINAL JHB DRAFT1 JDH CHECKS ZJM C ] FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATEi 5/18/17 SHEET 15 C I OTHER, EXPLAIN ADDRESS Y 1 Q5" / I 5't!,, Q Q 12 I 12T T T I I Y LEA 0 I = _ t7 tO I CO N r O N N e I e N I� H I T F HT '7 0, L QI M co to M L M fO I I I co M o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 coHT HT co I I 1 I I 1 I I I I 1 I I I I I 1 I I I I I I I I I I I I 1 I I 1I N I I i I N 70 70 to � � � � � � 10 Lo Lo io Lo Lo Lo to Lo Lo W, Lo a) n in W) W) W) W) Lo to N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ENDWALL LINER SHEETING & TRIM: FRAME LINE 1 SIDEWALL LINER SHEETING & TRIM: FRAME LINE F PANELS: 26 Ga. PBU - Polar White PANELS: 26 Ga. PBU - Polar White 4 4 4 4 #12-SCREWS @EACH MEMBER T GIR — —— — Q5" � 12 I I \ ,2 I I l J I LINER PANEL JAMB TRIM LEA \ BYPASS GIRT COLUMN L (a L 1 _ ' I .' "' °' I I in I ro 0 I r - - -I I HT r T -I r HT HT N N i t N N - - - - SEAL 0 T L - - J 0 0 0 - � � 0 0 0 0 0 L 0 0 0 0 0 b 0 0 - to00 00 00 co co 00 00 ( I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I II r!� _ OF SIE to r� � �� F- HTCC mou - - - ------------J L---- -------------- � ENDWALL LINER SHEETING & TRIM: FRAME LINE 5 SIDEWALL LINER SHEETING & TRIM: FRAME LINE A A 65252 PANELS: 26 Ga. PBU - Polar White PANELS: 26 Ga. PBU - Polar White V Z - REVISI❑NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CAR ET❑N CONTRACTING REV. DESCRIPTION DATE DTLR DATE CHKR APPD C I FOR CONSTRUCTION PROJECT THREES BREWING EAST WALL LINER PANEL CXI FOR PERMIT ONLY xNOT FINAL CONST.DWGS, ID 24752-1 DESIGN,JHB I DRAFT, JDH CHECK- ZJM C I FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATE, 5/18/17 1 SHEET 16 C I OTHER, EXPLAIN ADDRESS ANGLES L2x2x14GA PA-XXXXXX ANGLE LTH. =PURLIN SPACE QTY. X MARK RAT-X LENGTH 00'00-00' ' + RISE TOP LEG ON PURLIN DEPTH QTY. _ MARK RAT-X LENGTH 00'00-00' NOTE TD ERECT�Ri ALL 2 x24GA. MINIMUM STRAPPING, PULLED TIGHT J.v, CND SAGS) WHITE WASH COAT TO INSIDE DF BUILDING QTY. X MARK PA-000000 LENGTH 00'00-00' QTY.-Y-- MARK PA-000000 LENGTH 00'00-00' SINGLE SLOPE ONLY 2Jf24GA. MINIMUM FLAT STRAPPING O2x14GA TOP, RATS- OR VRATS- STANDING SEAM ROOFS (TOP FLANGES ONLY) L2x2x14GA ERECTOR TO FIELD BEND >2 1/2";12" THROUGH 5,9"i12" SLOPE PA-XXXXXX (1) #12 x 1' (POLAR WHITE) PANCAKE HEAD SCREW (TYP.) 2 1/4'LEG TO ANGLE REQ'D ANGLE LTH. =PURLIN SPACE _ - - - _ 1.) USE FLAT STRAP WITH ANGLE AT 1st EAVE SPACE AND RIDGE ONLY (SECTION B) - E. TOP LEG + 4' - - -RISE ON PURLIN DEPTH — — — — 2.) DESCENDING DIAGONALS AT PEAK (450 MAX. FROM PLANE DF FRAME) _ — — — — — 3.) DESCENDING DIAGONALS NDT TL7 EXCEED 60' INCREMENTS (NOMINAL EQUAL SPACES) — — — — 4,) DIAGONALS DN TDP FLANGE DNLY 5.) MAX 6'-6' D.C. WITH EQUAL SPACES DR SPACES PER DESIGN <1) #12 x 1'(POLAR WHITE)PANCAKE HEAD SCREW (TYP.) RIDGE LINE ---- ---------c----- BPURLIN STRAPPING DETAIL (TYR @ LINE AD O \ SEE RDDF PLAN FDR' QUANTITY QUANTITY AND LDCATIDN BUILDER NDTE: KEEP ANGLES BELDW RDDF LINE. RL7OF PURLIN FIELD BEND TABS & ATTACH WITH #12 SCREWS MAIN FRAME o RAFTER 2'X2'X14GA. PEAK ANGLE I + \ / 2 X24GA. MINIMUM FLAT STRAPPING PEAK I II II II I W EAVE STRUT / AS CLOSE TO 45' <MAX) EXAMPLE #1: DDD # DF STRAPPING PER BAY OSSIBLE AS MEET AT A PURLIN. EQUAL SPACES +/- 45' NDT TD EXCEED 60'-0' ROOF PURLIN STRAPPING WHEN HAVING AN EVEN # DF STRAP RIDGE LINE I LINES PER BAY MAIN FRAME / RAFTER RD11F PURLIN w I \ I I // I MAIN FRAME + \ \ I I I I / / SEAL CL \ / OF NiFtk 0 w " CD ' - EAVE STRUT I� g SAVE STRUT B LLJ 4 6-6'MAX L EXAMPLE #2: EVEN # DF STRAPPING PER BAY Lu ' SPACING BAY EQUAL SP. OR PER DESIGN EQUAL SPACES +/- 4:51 X X NDT TD EXCEED 60'-0' 65252 S FUR EXAMPLE NNL Y, 9°'RFs slo'o NUTS- THIS DRAWING I - SEE RUUF FRAMING PLAN FUR ACTUAL STRAP LUCATIUN RODE STRAPPING "B" �2 VERSION: DRAWING STATUS VULCAN STEEL STRUCTURES, INC J CARLE ❑N CONTRACTING VER. DESCRIPTIONi IDATE DTLR DATE CHKR APPD REVISIONS L ] FOR CONSTRUCTION 1 CHANGE MAX. SPACE & REMOVE BOTTOM FLANGE STRAP 08/14/14 RMS 08/14/14 JDR MRM REV.:] DESCRIPTION- DATE DTLR DATE CHKR APPD LX] FOR PERMIT ONLY PROJECT THREES BREWING EAST PURLIN STRAP DETAIL 2 MINIMUM ON 2'X24GA. ADDED 09/10/14 KMD 0JDR MRM )KNOT FINAL CONST.DWGS ID 24752-1 DESIGN.JHB DRAFT. JDH 9/16/14 CHECKS ZJM 3 REMOVED REV. REF. 09/12/14 KMD 09/16/14 JDR MRM L ] FOR APPROVAL PROJECT CUTCHOGUE NY 11935 DATES 5/18/17 SHEET 17 L ] OTHER, EXPLAIN ADDRESS SITE DATA SITE AREAS OWNER: ITEM QUANTITYUNIT COMMENT F &S. LLC. LOT AREA(S) 41,831 SOFT 0.96 CRES 538 EDWARDS AVENUE SITE NOTES CALVERTON, N.Y. 11933 BLDG. FOOTPRINT 6,548 -_ TOTAL FOOTPRINT AT GRADE 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, PROPERTY INFORMATION: LOT 2 PAVING& CURB 18.609 SOFT A PHA T PCCURB AREA PERMITS AND INSPECTIONS REQUIRED FOR DEMOLITION AND IMPROVEMENTS FROM ALL 680 SQFT POURED CONCRETE UTILITY COMPANIES AND AUTHORITIES HAVING JURISDICTION. COX LH CUTCHOGUE BUSINESS CENTER SUBDIVISION ANE. CUTCHOGUE, NY RETAINING WALLS 167 S FT POURED CONCRETE In accordance with New York State Industrial Code Rule 53, prior to performing excavation the LOT 2 SCTM#: 1000-083-03-4.9 IMPERVIOUS TOTAL 26,604 S FT TOTAL IMPERVIOUS ZONING: LI - LIGHT INDUSTRIAL: 1�ISERVATIOL�I ° excavator must notify Dig Net at 811. LOT AREA= 41,831 SQFT./(43,560 SQFT/ACRE)= 0.96 ACRES. LANDSCAPE AREAS 4,271 SQFT OF SITE AREA 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND MAINTAINED BY NYS LICENSED SURVEYOR SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP TOTALLANDSCA 15,827 SOFT 27L41,831=39% 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN D IVI DATED 7/14/15 BY MARTIN D. HAND, LS. LOT LANDSCAPING 37% SQFT 37% OF SITE AREA MEASURES AS SHOWN ON PLANS AND AS REQUIRED BY ALL AGENCIES AND AUTHORITIES ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE HAVING JURISDICTION. THE RESULTFACTUAL FIELD MEASUREMENTS. INCLUDES CONSERVATION EASEMENT 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED AND COMPACTED WITH SELECT GRANULAR FILL COMPACTED TO 95% MAXIMUM DENSITY AND COX LAINEE FLOOD ZONE: ZONE X- M. BASE FLOOD ELEVATIONS DETERMINED AS SHOWN ON THE F.E. A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. ISITE QUANTITIES PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST. 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO 50' ROW PC CURBS4 LINFT. 8"COMMERCIAL CURB BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. SIDEWALK 420 T W/CURB RAMP PROPOSED BUILDING AREAS: 4' AIN LINK FENCE 97 LINFT. .BLACK 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE EXISTING EDGE OF PAVEMENT ' IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. AREA: SOFT DESCRIPTION/USE STORM POOLS 80 V FT. BREWERY 6,500 PRODUCTION &OFFICE &STORAGE 1 HPED PIPE 10 LIN.FT CONNECTING IPE 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. CONC. MO S 59°55'31 " E MEZZANINE 812 OFFICE/STORAGE 8. ALL IMPROVEMENTS ARE 4.0'W CONC. MON. TOTAL - 71312 TOTAL GROSS AREA AMERICANS WITH DISABILITIES ACT AND WITH NYS COBE CONSTRUCTED TO DES AND NLOCAL REQUIREMENTS 194.5 WITH FEDERAL ' I Z m 4 QQ� I SHRUBS 47 QTY PLUS GROUND COVER Y ENTRY ROOF 48 ROOF OVER ENTRY 9. ALL CONCRETE CURBING SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM (V a I v , co �, I FOOTPRINT 6 548 TOTAL GROSS SOFT FOOTPRINT. TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. Q W N 20' OPEN SPACE CONSERVATION EASEMENT o I w I ■ Z - -------------------------M U 10. TOWN OF SOUTHOLD SHALL BE NOTIFIED 418 HOURS IN ADVANCE OF ALL ~ r � STEP DOWN CONSTRUCTION. N o I z ZONING ANALYSIS 0 3.5'RETAINING WALL06 1 I- 11.ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL i 70 1 �� I w ZONING: LIGHT INDUSTRIAL (LI) DISTRICT BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF J 3.5'RETAININGWALL P.C.CURB I aRRe I PROPOSED USES: BREWERY UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD I co_J 4 I I FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS OFFICE AND INDUSTRIAL I ® g0 Z Z w o j t� j DISTRICTS STRUCTURES (280 ATTACHMENT 4) 06 w o ¢ Z 6"P.C.SAB I C6 I N 1 LOT SIZE s 4 000 41 831 0.96AC COMPLIES GENERAL NOTES i ZONING ITEM MINIMUM ALLOWED -PROPOSED COMMENT M 29.2' 9.5' 0 19.3' 22.3' I � , 5.0' 37.4, ILOT WIDTH (feet) 194, 2f' T --------- -- ---- ---- t - 57.7' OVERHEAD � 4.5,R 1 ----- -- LOT DEPTH (feet) 150, 212.02' COMPLIES 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS & SPECIFICATIONS. 1 DOOR1 j ' COMPLIES WITH SUBDIVISION I i Rciwq, I SIDE YARD feet 20' 57' 70 ' COMPLIES WITH SUBDIVISION 2. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE 1 _� i I BOT SIDE YARD 40' 127.5' COMPLIES WITH SUBDIVISION CERTIFICATION AND IS A VIOLATION OF NYS LPW. W z{ I I R YARD feet 70' NA N/A' COMPLIES.WITH SUBDIVISION N Q w I �I o Q z LANDSCAPE AREA(%) 25% 39% NATURAL&LANDSCAPED In 3. THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, a ® w I ! °' Im ! 0 41,831 LOT AREA-26 004 BUILDING & IMPERVIOUS = PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES, LL co I _-+ �; 0 I� ' o Q I ! Ip 15,827 SOFT LANDSCAPED AREA/41,831= 37%. INCLUDES CONSERVATION EASEMENT FUMES, MOLD AND OR MILDEW. LL ca III W z i i N °' ° a O Iz C) MAXIMUM DIMENSIONS ALL OWE PROP SED COMMENT 4. THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, W ® W �'�-n ; Z LOT OVERAGE ° ° 15.6° 4 /41,831= 15.6° MEANS METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS z a Q CI E" �w. CO BUILDING HEIGHT f 28+ AND PROGRAM IN CONNECTION WITH THE WORK. THE ARCHITECT OR ENGINEER SHALL 0 0 > - _COMPLIES AVG. NATURAL GRADE J W NUMBER OF STORIES 2 1+ MEZZANINE MEZZANINE = 13% FLOOR AREA NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR '� Q ° (0 1 I PROPOSED ONE ! ♦^ = 1 SUB-CONTRACTORS. Z o Z I 0 0 j = vai I HEIGHT OF BUILDING W 0 1 o STORY STEEL i I ® I Q c� v c ( W O a The vertical distance measured from the average elevation of the existing natural rade adjacent to the 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN ® v r BUILDING 00 -a I g 9 9 COMPLIANCE WITH NEW YORK STATE BUILDING, PLUMBING, MECHANICAL, ELECTRICAL, building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs and to ENERGY, FIRE SAFETY CODE,AND REFERENCE STANDARDS. � w a Y Z N W the mean height between eaves and ridge for other type roofs. J ,r 7. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL w 1 o Q I LOT COVERAGE OF WORK IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS UNLESS a e _ > That percentage of the buildable land existing on a lotwhich is covered by the building area. PORTIONSo O L6 I [Amended 4-10-2007 by L.L. No. 11-2007] SUPERCEDED BY STRICTER REQUIREMENTS OF APPLICABLE BUILDING CODES AND/OR o I ! a a t REGULATIONS. 8. OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF I 5.0' 4.5' 1s.o' 22.1' 20.0' 20.0' 4s'I 11 PARKING CALCULATIONS WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE 1 I ! O I t' 50.0' REQUIRED SETBACK DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT RELIEVE THE I 280-78: OFF STREET PARKING REQUIREMENTS I CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE 56.4 SETBACK I 65.0 70.5 SETBACK I , I m. y I ( ^�".,`'`R;r:' ..:'."p".".`y'"py°,'},{,.y,.l» `••°-;bi.' PERFORMED AS IF CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE ; OVE HEAD OVERHEAD - ,I ( fiaT.'"''.'7�"..'+(i� !'_ K n...�S^ 01 3.5 Do R DOOR ;, I BREWERY Light industrial uses 1 per m to or 1 per 500 s ft of floor area whichever is reateM4 ''T' ` "y`- INSTALLATION IN ACCEPTABLE CONDITION. 43.5' _ __ ____ (p 2.6'I$ 45.0'REQUIRED SETBACK Y P q g PCA RON PC APRON l MEZZANINE Light industrial uses 1per employ. or 1per 500 sgft of floor area, whichever Is greater 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPERLINK FENCE s'BLACK CHAT q ogrF ! I I CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE WITH SLATS 1 ~ 15'X45'LOADING BERTH O O I I I O -O j l O I -__-___--- Size of spaces. Three hundred fifty square feet shall be considered one space (to provide room for INDICATED ON THE PLANS. 9'DIA.X25'H.GRAIN I ° 1 I standing area and aisles for maneuvering).Aisles between rows of parking spaces shall be not less LIST OF SITE PLAN DRAWINGS STORAGE SILO ON P:�I J ---------- ------- O _ I i g g) P 9 P 10. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, i SAB/FOUNDATION I O o I > I than 22 feet wide, unless reduced for sixty-degree-angle parking, in which case the aisle space should SHEET TITLE l > I be not less than 16 feet wide. Entrance and exit lanes shall not be computed DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION,AND AS ANTICIPATED OR INFERRED � w I co M l _ I as parking space except AC-1 ZONING/DATA/ALIGNMENT PLAN ASPHALT PAVING 6 for driveways for one-family and two-family residences.The minimum parking stall width shall be nine , PRIOR TO PRICING OR BIDDING. THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY c 4'BLACKCHAIN LINA O M I 1 Y Y Y p 9 FENCE ON 7.3'± o OI AC-2 EXISTING CONDITIONS/ 500 RADIUS DISCREPANCIES OR OMISSIONS, WHICH WOULD INTERFERE WITH THE SATISFACTORY Q� RETAINING WALL I �- I O I feet, and the minimum length shall be 19 feet. O I I AC-3 LANDSCAPING / LIGHTING PLANS EXECUTION OF THE DESIGN AND OR THE COMPLETION. Access. Unobstructed access to and from a street shall be provided. Such access shall consist of at AC-4 GRADING/DRAINAGE/UTILITY PLAN IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY BIDDING CONTRACTOR OR I I O ,_, � I (\[ I TEST BORING ________ _ , SUBCONTRACTOR SHALL ASSUME THE MOST COSTLY CONDITION WHEN BIDDING AND 1 �-- --------- --------- --------- --------- --------- --------- --------- --o----- ----- ---- - - 1 � I least one fifteen-foot lane for parking areas with more than four spaces but less than 20 spaces, and at AC-5 WATER/SANITARY PLAN T1_ MW-3:10-18-20111 I least two ten-foot lanes for parking areas with 20 spaces or more. No entrance or exit for an off-street PERFORMING SUCH WORK. ° ELEV60.5t I O O 12 �� ° I P g P Y° AC-6 SITE DETAILS I o; Q I parking area shall be located within 50 feet of any street intersection nor exceed a grade of 6%within 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS I M 1 25 feet of any street line nor 10% at any other point.All points of ingress or egress shall be (V 1 9.0' 9.0' 9.0' 9.4' 1 appropriately AND REGULATORY APPROVALS AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR I I signed, unless such signing is considered unnecessary by the Planning Board. RESPECTIVE DISCIPLINE. z CONC. MON. 2s'I �? 1 q`'°z,- SITE ti P.C.CURB USE AREA RATE PARKING REQUIRED tiSRd BREWERY 6.500. 11500 13-SPACES 12. ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH N 59055'31 " I 191 .01 CONC.MON. MEZZANINE812 1 1. SPACE ALL DRAWINGS AND SPECIFICATIONS,AND SHALL INSPECT THE EXISTING CONDITIONS IN >, i r•... THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONS OF THE BUILDING AND ALL I LOT 3 TOTAL 7,312 1/500 15 TOTAL REQUIRED oP° wY4o°�' DIMENSIONS RELATED THERETO. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL l w ,� ."' ', Ric',,. / ' F,.,;� `�P,.: �':'•,ti <.. '. GOVERN ALL DRAWINGS. REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS I I M Ma REQUIRING CLARIFICATIONS IN WRITING PRIOR TO COMMENCEMENT OF THE WORK. Q - N _ __ TOTAL PARKING PROVIDED: 21 SPACES .. - ------- --------- �- ---------- ----------------- -------------------- -- I ^g yW OFF STREET LOADING-1 SPACE REQUIRED/PROVIDED Q \ 1 Size of Loading spaces. Each required loading berth shall beco I at least 15 feet wide, 14 feet high and 45 feet long and in no o� \ event smaller than required to accommodate vehicles �- normally using such berths. o NORTH �I �I KEY MAP N.T.S. AL I CG N M SNIT PLAN LOT 2: S.C.T.M. # 100-083-03-4.9 SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER N 0' 10' IO' 40' '100' �-� _ _ 6ric 1 5' 30' BAR SCALE Scale: 1"=20' S RfzGN ITGT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net eD AR�ti, THREES BREKN6 EAST Cos�q �Fo LOT 2 CUTCHOGUE BUSINESS CENTER 0; CUTCHOGUE, N.Y. 0 Rev Date:12/4/2016: 1 ZONING/DATA/ALIGNMENT'-FLAN SCDHS#2 Rev Date:10118/20% Planning Comments Rev Date:08118t2016: "9 024 Scale: As Shown Rev Date( 12/4/2016_ Sanitary/Dralnage Rev Date:07/182016: N Job# 15122 By: E. Nicosia 1 OF 6 Planning Submission E ISTTy D IVE LIPA 2 .�. z COX L • - • - - . . . - - , - - - - - - • �0�"� • • - - EXISTING 12"S.C.W.A WATER MAIN - EP:55.06' EP:53.79 54' EP:53.33' — �� �� i EXISTING EDGE OF PAVEM T EXISTING EDGE O -- i 58'—CONIC. MO i� 4.0'W r' 60 _ I ^CONC. MON. / _ /\ OPEN SPA 94.52' X00' - - -- - ____-•--- ----- N N CONSERVATION � ,52' o NOW OR FO OUNTY SUFFOLK N 59°55'31 " W EASEMENT , , 34.19' i SC1 M#1000083000200012007 Iyl 60' ,58_56 54' N ZONING:AC AGRICULTURAL i tl CONSERVATION USE:AGRICULTURAL z _ NOW OR FORMERLY:LIEB VINES,LLC. •< O ` O II _ SCTM#1000083000300002001 10� � , X ' _. t •��`. . '° - �-i 13050 OREGON RD Fw._ � ' ~ � ZONING:AC AGRICULTURAL CONSERVATION ¢ , C\I USE:AGRI CULTURAURESID ENCE NOW OR FORMERLY:TOWN OF SOUTHOLD",, .Q w Q , ` � ®/ NOW OR FORMERLY: SCTM#1000083000300002002 0-. 4~ 1 SCTM#1000083000200012008 ZONING:AC AGRICULTURAL CONSERVATION �j J , 5 ZONING:AC AGRICULTURAL USE:AGRICULTURAL C6 /�\ ' — CONSERVATION `50, A USE:AGRICULTURAL ,z `\ , MOVE FZ GN I ♦ ♦ O W BUILDING SET ACK NV LO E 'T s -------------------------------------- F_ \ i NO CULTURAL OR HISTORIC > ® 4 / FEATURES LISTED WITHIN 500' W R FORMERLY:BOYD GREGORY A. NOW OR FORMERLY:ANYONE BERKOSKI n ' / - - \ 2 O 7 i ME' NO O O SCTM#1000083000300003001 SCTM#1000083000300003002 "- � SNE �r a° 12950 OREGON RD 8580 COX LANE z - M �� `( 1 ►`�° - t45' O WAI ZONING:AC AGRICULTURAL CONSERVATION ZONING:AC AGRICULTURAL CONSERVATION o w / RE P���JE ,Q ® / p - FIN.F USE:RESIDENCE USE:RESIDENCE w PUBLIC WATER PUBLIC WATER 0 > zr— ' r F- a r< - (/ N s COX LANE W W ' \ t = 5d ROW i 1 ♦n aEo.... EM O J 62' �. o S 59°56'31'E 475.72' .c � W r , d �...wx 194.57, w 281.20' , Ai Z M ' r------------------------------ f n U O '_I — M I / CO . __ �8 o a z LOT 2 1 t W awl Jo U 5-< w J J o�� -_ ` �O W OQ� ' w I D �, J g �oZo�W w w 0 . 960 ACRE 1 a 25.4' U tV = E Q W za a"..�..n. �o J O J Z I,a I t -J xQo e !� g WoO� V I I \ 1 OVOWJZO god a �j ?P W� (=70U I Q �ZNz=OU 1LZ LOT2 W �� WoIn_jz� . I 41 , 831 SQ . FT. N O O U 0.960 ACRE MLJZOU` R'QC7 Zv 41,831 SQ.FT. 0,Op0,JILiM W r O +- �zM111O�¢ O O 44 0- USa ® I— 5j, IL q Oaf MWW¢w< 2 Z / G.T.1 Oo O W �NOOUcnF- C� E- z 1 I O 2-o�r1¢zz W �U 4o EXISTING 1 O O O LU n(j O U 3 LOT i O(n NN U I TOPO 64' O ll..> N Z U¢ F '� HALO A4RES Z REMOVED d■ N W Z > O rev 61,020 9Q.FT f ID ' O z,M,o, — n S 59'55'31"E 281.25' ' /W\ ` �j t NOW OR FORMERLY:MORELL, LLC. I (n ON U) N59"55'31'1 A91.01` 14.0' -1. CN. • 175 5' CCNC.0. I U O L_ I I o VERIZON NEW YORK INC/LONG O D d A&RIGHTOFWAY Q -- W ( I Il 1 ISLAND LIGHTING COMPANYlLIPA/ Z (PRIVATE) , O / /� I-- C Q I 25 O I W J I I I I I KEYSPAN ENERGY DELIVERY "' 1• N W NOW OR FORMER Y:F&S,LLC. Q z I SCTM#1000083000200012011 SCTM#10000830 0300004007 ! g a i Z o Q I ZONING:AC AGRICULTURAL 8 3 !2 W W Q _ CONSERVATION 12820 ORE N RD d Wco SUBDIVISION L TS 1,3,4&5 _ O o � I J / G co W 00 1 I LF USE:PRIVATE RD 98 $1 w J Z o J O Z ' I � �� LP2 ZONING:L►LIGHT INDUSTRIAL J g:, o W�¢ r O USE:INDUSTRIAL/VACANT O I \ I NOW OR FORMERLY:ZUHOSKI,DAVID M > o¢?H 4 (� Imo• I PUBLIC W TER U o` to \ I I SCTM#1000083000200013007 14 O w o X~ � r \\)) I O ZONING:AC AGRICULTURAL u-W o o Z U ° I ILO U CONSERVATION O Y o J-ED I I CO LOT 3 LOT 4 m O�0 1n m N USE:PRIVATE ROAD 1.523 ACRES 3 1.150 ACRES,=' O o d J w O N I I I I W O 66,363 SQ.FT. 50,114 SQ FT. ; 0 w o C7 j ` I t '^ �1 J -------- ---- 622ACRES Z F– — o ° '9 o' 46,275SQ.FT �'(� I u! N G) �' �° O to O ` TEST BORING L_ \ _J I - O - V N N z MW-3:10-18-2011 r 1 ELEV 60.5± I I ( r o W CI' NC MON i 60, \ I o O 'JO NOW OR FORMERLY:ZUHOSKI,STEVEN •�., --- ---- ---------------- - N I I { I M SCTM#10000830310200013008 , -------------------------_-----------------_ -- M CONC. MO 4O 00 Z� ZONING:AC AGRICULTURAL a� - MILLER PLACE �, ' CONSERVATION �0 50' IGHTOEAW,PR TE L� �,o . E.M N5 531 ' 6 °N p1 620 _ 9 USE:AGRICULTURAL 23276' ase 'ow cosceaN 1360' ,3500' oo"c,eo e O5 ' 1 146 2 4 n 60' 58' 56' -C`ONC M 1 -- - - - w W C7 O� 54' 1 0 � coNc MON. N 59°55'31"W 513.96' I ■ ' NOW OR FORMERLY: I I O JEANNE M.GRACE&DONALD J.GRIM \ SCTM#1000083000300004005 N I X w \ 12260 OREGON RD w LIGHT INDUSTRIAL ZONING. G ` 54L USE:JUNK YARD y PUBLIC WATER \ \ � = - - - - - - - - - - - - � - - - -�- - - --- ----- \ \ 56'-- ------------------------- 6' • N 59°55'3■.1::,.W _ 146. 58'x- � c� W \ \ — -- O 60"- 50 _ / `` Scale: 1"=100' z z 6 I '62 W O W 62' ` ^ \ -" SOIL CLASS. DESCRIPTION , TOPSOIL (EL 60.5') 1'0 TAN BROWN SAND -5.0' COURSETO EXISTINS CONDITIONS MEDIUM SAND, SW MIXED GRAVEL LOT 2: S.C.T.M. # 100-083-03-4.9 -DRY (E 83.5') SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER highest expected -42' N 0' 10' 0' 0' 100' 6ric Nicosia roundwater -�45' 7-, . SW -DAMP- Y -50' r GROUNDWATER (EL10.5') 5 30' ENCOUNTERED Scale: 1"=20' '7 f(AI5T6RED �RGN IT�GT COURSE TO BAR SCALE SW MEDIUM SAND, PO Box 879, Rocky Point, N.Y. 11778 MIXED GRAVEL .` Telephone: (631)928-4456 -WET- (EL 0.5') -�o E-Mail:architect@optoniine.net TEST BORING MW-3 AEU AR BORING LOG MW-3 BY MILLER `�'�� \C COSC�'/J, THREES � EY�111�G EAST ENVIORMENTAL GROUP,INC. O a �`O LOT 2 CUTCHOGUE BUSINESS CENTER DATED 10-18-2011 (ELEV:60.5') 41j � CUTCHOGUE, N.Y. HIGHEST EXPECTED GROUNDWATER ESTIMATED FROM MAXIMUM B' Rev Date:12/4/2016: 1 - EXI5TINO CONDITIONS/ 500' RADIU5 FLUCTUATION IN GROUND WATER SCDHS#2 DATA BETWEEN 1976 AND 2012 AT Rev Data:Comments Planning Comments - USGS MONITORING WELL Rev Data:08/182016: - 024515 Scale: As Shown RevEaK12�W2_01_6_ G_2 410104072303301S53324.1 LOCATED 1.2 Sanitary/Drainage MILES SOUTHWEST OF SITE Rev Date:07/182016: Job# 15122 By: E. Nicosia 2 OF 6 Planning Submission COX LANE COX LANE EXISTING EDGE OF PAVEMENT S 59055'31 " E + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0..0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 194.52' Zm PIX4 .00' 0. ; Zm NATURAL TREMA NEA I U)U I® Cn 0 �oo I TO X X v I 20' OPEN SPACE CONSERVATION EASEMENT 1 W I = 0 20'OPEN SPACE CONSERVATION EASEMENT 1 W I I I -'i --------------- - --------------------------- I STEP DOWN 1 UI + r I 02 09 09 I Z_ 0 i STEP-DO ` ` I o 7 0' 3.5 RETAINING WALL f, p 09 j F_ o ��ETAININS WALL 1 r` MIXED ANNUAL BEDS 03 03 03 03 03 O6 os 06 04 04 04 pq 08 X809 09 1 X 0 7.0' - ' W N 3.5'RETAINING WALL I I W j w 3.5'RETAINING WALL I 1 '' O 0. I �_j a S)•6 0. 0.9 0.6 .3 0.2 01 1 + I °dam � w I I O # � + + + + + + + + + _ 1 RE-VEGETATE o Q 0 0 � I I N j o a 0 � 1 0 1 1 WIDE NYLON WEBBING I z O I O DISTURBED Y z � c0 Q 1 z y z + I O + Y .6 1.0 1.3 1.4 1 1 .7 0.6 0. 0.3 OI 2 + I AREAS WITH z z z a 0 1 g v z ROOT CROWN TO BE AT FINISH I W O a ¢ z I 1 �' J 1 o O ¢ Z 0.1 GRADE OR 1-2"ABOVE GRADE c= I NATIVE RYE m w F ( I J 1 tr m W GRASS BLEND TO w E X w w + + + + 2"x2"WOOD STAKE AT MATCH EXISTING E? 25 N + '' ( r= .7 .1 1.2 1.2 2 .0 0.8 0. 4 3 01 + 2"SETTLED LAYER OF MULCH j r� to I I 0 OR BELOW GRADE I FIELD C', I ( 1 �' 1 0.1 1 ��� u r> -= i III oono oa � I I ( 1 + + � + + + + + + 1 I FINISH GRADE = °a°a°o ooa°a° 1 TILLED OR BROKEN UP SOIL 09 09 g 08 + 9 1.D 1 5 6 .4 01 2 1 08,p 04 04 0 0 08 ?_'y 9 I I + + + MIN 12"DEEP I 03 03 I I 0. 1 LVVSI If 0.1 0. I WIDTH OF I oa 01 1 2 8 0.6 0. 0'2 + ROOTBALL TREE PLANTING (>3" CAL.) I °q I 1 0. I oa � ° os � 1 I + `•� + + I- I 09 9 1 0 I- I 0 T.8 0.9 0.6 0.4 3 NOT TO SCALE IZ 1 I 0 Q j ()r Z 1 90. 1 ! p o9 ( Z 0 j 1 U)) I __ 0, . I o. I 3 +0. 0.4 +0 .2 + .3:+0. I I Z WI 04 099 � ( iMm WI 4 + + + + L I 1. 2 1.4 0. 0.5 13 + WIDE NYLON WEBBING ® 2 Z I Oa 09 O I 0 0• Z 1 0 W 0 1 oa 0 09 1 Z 0 1 I ROOT CROWN AT F- I 09 9 I F- F- I +0.8I FINISH GRADE, fl p I 04 I �_ +0.( ; I 2. 3 + .3 + .5 + 30. 1 OR 1-2"ABOVE GRADE � I o1 = I X I x j 2'x2"WOOD STAKE AT i W WZ U PROPOSED ONE o, 3 (' i W 0• U) I PROPOSED ONE i.8 + .1 0.7 0. 3 I OR BELOW GRADE s2 0 �- Z I I 1 z Z I 0.(Do. \ 2."SETTLED LAYER OF MULCH W �W I STORY STEEL p7 I I I STORY STEEL I - I li o 6a'1`111=i''il1'I�0- Z QQ W 08 I W + + + A. Doan- TILLED OR BROKEN UP ® ?O i BUILDING 0 I ° 1 BUILDING 1 9 5 a 0.1 0. 1 + W =1i111�;ooa°a aoa°a Ii II 9 U) Q~ Q I 05 L I Q I 0 0 + _ -� OIL MIN 12"DEEP �,�1-IT 1--�i-moi ��11�1��- X Z d 01 � FINISH GRADE -1 \' u = W I 05 I CD 0. 5 3 0.�0. 2X WIDTH OF ROOTBALL Z 1 09 9 1 Z I Q I W I OS pg 9 1 LU + + + + 0_ + o i .5 1. 0.9 0.6 0 30 EVERGREEN TREE PLANTING 01 ° 8 09 9 > I 0.0 NOT TO SCALE 1 07 0 0 O 09 I I 1 ® j 07 01 ( 0.0 I 2.1 .1 0. 0.5 + 3 1 07 0- 1 0 J g g I j 04 0 09 os I 0.0 I 4 1.6 2.2 1.3 0. 0.4 2 �+0 1 I ROOT CROWN TO BE 04 ••i• 1 I AT FINISH GRADE OR 1 09 9 V + + + + + + 1-2"ABOVE GRADE 2"SETTLED I 04 01" I 0•p l I 8 2 3 1 3 0. 0.4 ? 0.1 0. LAYER OF MULCH 04 W ann -II-III 1 08 00 1 # # + FINISH GRADE gnaao oaa --li=- I 04 02�1 *0 �J I + 1 4 + n0000 a'000",i III II tri r W4OR BROKENUP SOIL MIN 12"DEEP 03 1 N 0.01 I 1.9 .9 0. 0.4 0.1 0. - 1 � I I Q II I + + + + + + +1 2X WIDTH OF ROOTBALL 1 ~ O O O I I �' 0.0 1 1.1 2.2 .4 .3 .0 .9 6 0.3 2 0.1 0. � I O O O O I I J 0.0 I 1 7 92 .1 + �7 + .9 + .4 5 2� 1 + + 0. 0.3 +1 0.1 + I TYR SHRUB PLANTING: I �' o INDIVIDUAL PLANTING HOLE W I + + + + + + + + + + + + 1 1.3 1. 2.5 2. 0 1 4 1. 1.3 0.5 .3 Q 2 1 NOT TO SCALE C 4'BLACK CHAIN LINK I 0 ,� 1 C 1 0.0 4'BLAC CHAIN INK 1 0.1 =0. M FENCE ON 7.3't P.C.( O 1 Q 1 FENC ON 7.3't C.1 CC) RETAINING WALL RE AINING W LL + + + + + + +I ,0��r"� 1 r I O I UD I 0 0 1 0.8 1. 1.2 1.3 1.3 1.5 1.3 .3 1.2 0.9 0. .7 0 5 0. 0.2 d 1 0 1 "0' I Imo• 1 0 i N i 1 I N + + + + + + + + + 03 T_ I 0.0 1 0 0. 0. .6 0 5 0. 0.4 0. 2 1 + �^ 0.1 00. 1. O I I I O I O O [] I ' 03 + + + + + + + + + + + 1 N03 M I 0.o I o. 0 3 0. 0.2 0.2 0.1 1 0.0 ( . + + + + + + z 0.1 1 01 01 , 01 02 j 0.0 N59°55'31 " , 1 91 .01 ' 0.0 0.0 0.0 0.0 0.0 0.0 I0 0.1 0.1 0.1 0.1 0.1 0.1 +0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0. I I I LOT 3 VEGETATE SLOPE: HYDROSEED WITH NATIVE I I RYE GRASS BLEND TO SITE L I S H T I N S FLAN I MATCH EXISTING FIELD OVER JUTE MESH I I EROSION CONTROL IN EXISTING EVERGREEN PLANTINGS WITHIN 1 PREPARED TOP SOIL 1 CONSERVATION EASEMENT TO REMAIN 1 j Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Entry FC Level @ Grade Illuminance Fc 3.5 5 2 1.75 2.50 Parking Lot Hor FC @ Grade Illuminance Fc 0.94 3.2 0.1 9.40 32.00 ' M h LAN P5CAF I N S FLAN Luminaire Schedule Qty Label Arrangement Total Lamp Lumens Lum.Watts LLD LDD Description Mount Height p CANOPY 1 C1 SINGLE 1161 10 0.950 0.950 Prescolite Recessed ;10W LED,3000K; Downlight CEILING 9' ` SIGN 3 S2 SINGLE 665 X3=1995 8 0.950 0.950 RAB 11"Gooseneck ; 8W LED, 3000K;Angle Shade ALL 12' WALL 1 W3 SINGLE 3881 55 0.950 0.950 Beacon Urban series;55W LED; 3000K;Type III dist;HSS,full cut-off WALL 14' WALL 4 W4 SINGLE 3881 X4=15524 55 0.950 0.950 Beacon Urban series; 55W LED; 3000K Type IV dist; HSS;full cut-off WALL 14' lee" ` _ 'pNEr"""��"p" Total Lumens=22,561 (Allowable=25,000/acre X.96=24,000 max.) PLANT SCHEDULE BEACON PRODUCTS "URBAN" CAP 21 LED FIXTURE- FULL CUT OFF TYPE FIXTURE IS AN IDA "DARK SKY" APPROVED FIXTURE. ' NUMBER QTY COMMON NAMES SCIENTIFIC NAME WALL SIGN FIXTURE: LIGHTING TO BE TIMER CONTROLLED Z IV01 9 HAWTHORNE-3" CALIPER CRATAEGUS CRUSGALLI BLACK RAB LIGHTING ' 02 4 RED MAPLE 3" CALIPER ACER RUBRUM INC.GOOSENECK 11" r ANGLED SHADE 8W 03 11 EASTERN RED CEDAR-6 TALL JUNIPERUS VIRGINIANA ° 04 21 INKBERRY ILEX GLABRA LED FULL OFF ' •� 05 5 WINTERBERRY ILEX VERTICILLATA 06 6 MOUNTAIN LAUREL KALMIA LATIFOLIA 07 6 ARROWWOOD VIBURNUM DENTATUM 08 14 VIRGINIA ROSE ROSA VIRGINIANA 4,. � .• / I� TIMER CONTROLLED SITE LIGHTING 09 46 BEARBERRY ARCTOSTAPHYLOS UVA-URSI TYPICAL LIGHTING FINISH COLOR:BLACK PLANTINGS REFERENCED FROM TOWN OF SOUTHOLD NATIVE/NATURAL BUFFER PLANTING SPECIFICATIONS ALL FIXTURES ARE TO UTILIZE HOUSE SIDE SHIELDS AND TO BE AIMED AS TO NOT ILLUMINATE OFF SITE. LOT 2: S.C.T.M. # 100-083-03-4.9 o 0 o ALL TREES TO BE 3" MINIMUM CALIPER SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER 4 EVERGREENS TO BE 6' MINIMUM BALLED & BURLAPPED THIGH AT PARKING AREA POLES,o'HIGH AT LANTERN POLES SHRUBS TO BE MINIMUM 2-3 GALLON CONTAINERS r 1i FIXTURE ON LIGHTPOLE BASE .� GROUNDCOVER TO BE MINIMUM 1 GALLON CONTAINERS 2 MAX O.C. �-�- eric Nicosla 'i SEED AREAS : NATIVE RYE GRASS BLEND TO MATCH EXISTING FIELD ---- NON SHRINK GROUT UNDER BASE t / t n t ' TOP DRESS BEDS WITH FINELY SHREDDED NATIVE WOOD STUB OUT APPROVED CONDUIT2"OVER BASE �LVIISTRLV RtZGNIT�GT Fr. _ 0 0 o I STOCKPILE AND RESTORE EXISTING TOP SOILS. - --- 1 I t,w ...N GROUNDING CONDUCTOR IN PVC CONDUIT ¢. PO Box 879 Rock Point, N.Y. 11778 AMEND SOIL AT LANDSCAPING/LAWN FOR PLANTING. ; 11 y oo PROVIDE AUTOMATIC DRIP IRRIGATION SYSTEM TO LANDSCAPING BEDS N FINISHED GRADE Telephone: (631)928-4456 NK I E-Mail: architect@optonfine.net .. i'1✓.;K f.NA,N UNK' �rcr.nN 93't P.C.1, O O I I I nu i '•,,�' .`P:TANHJ(±wA r t 1 1111 1 1 o I (4)3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS -.D AR C SEE BASE BOLT PATTERN AND THREAD EXPOSURE ���' \C O 'r THREES BEES BRE! 1IN& E�✓T C S�q /C�` LOT 2 CUTCHOGUE BUSINESS CENTER 4000 PSI @ 28 DAY AIR-ENTRAINED REINFORCED POURED C') N t C-- - 11 -~---� CONCRETE FOOTINGS ... ;. . a-. . .. -..,._I; 0' 2�0' 40' CUTCHOGUE, N.Y. WALL MOUNTED BEACON �'+'- (4)vERTICAL#SREBAR@18"O.C. ._.......+:wu..: .-.�_ . u. ._» ...�...•`..:,. � " 1 O 1 OO � 3"MIN CLEARANCE ALL SIDES � '}a � PRODUCTS CAP 21 LED Rev Date:12/4/2016: L,�NDSGI•'ING / LIGHTING I�LNS SCDNS#2 ' t (6)HORIZONTAL#5 REBAR EQ.SPACED Rev Date:10/18/2016: EXISTINGY FLANTING5 5 30 Scale: 1"=20' NO RINGS BLACK 2 D' 3"MIN CLEARANCE ALL SIDES RevD g Comments BAR SCALE 21" - ry ( ) (BLACK) Rev Date:rainag2016: '9 2 p Scale: As Shown Rev Dat 12/4/2016 21" -'CAP GROUNDING CONDUCTOR IN PVC CONDUIT Sanitary/Drainage Rev Date:07118/2016: NrG Job# 15122 By: E. Nicosia 3 OF 6 Planning Submission COX LANE � D�IVEW� IGRADING AND DRAINAGE PLAN KEY - 190 - EXISTING TOPOGRAPHY I $ $ e LIPA 2 , f EL.XX.XX EXISTING SPOT ELEVATION EXISTING EDGE OF PAVEMENT -- [q - PROPOSED TOPO LINE LO COX LANE +:XX.XX PROPOSED SPOT ELEVATION £ EXISTING 12"S.C.W.A WATER MAIN TC:XX O L- ,.-.,"_.,»- ,. -.,.-.,"-.,._.,"-<, -.,. -.,._.,. "_.,"- ,. - ,"-.,.-.,.56-ROW-.,.- <,._ ,. - ,"-�,.- ,. _ ,.-.,._.,.-<, .-.,. _ PROPOSED TOP&BOTTOM OF CURB S 59055'31 " . BC.XX 1 4 .00' 1 i EP:55.06' EP:53.79' 54' EP:53.33' I BW.XX PROPOSED TOP& BOTTOM OF WALL XX I i® Exis:rd VG EDGE OF PAVEM�E'\V,\T\ I -Ism- PROPOSED FLOW LINE + _ - RL ROOF LEADER CONIC. Ma I I fes_--_ - --------58'------• - ---- ----- - M ---- ---- --- --- ---- - 4.0'W 777 ---------� I CON . MON. CB RD CATCH BASIN/TRENCH DRAIN F-- S P DOWN DRAINAGE POI _S 3.5'RETAINING WAL i I ~ \ 194.52"1 m .00� A# DRAINAGE STRUCTURE VER ST MRAIN. 7 0' DRAINAGE \ I AREA A CL N OUT W 3.5' T I _ I 52' ( U I I CAST IRON OPEN GRATE AND FRAME DRY WELL COVER __ TE ONSTRUCTI a 0 I 3'R \ i CAST IRON SOLID GRATE AND L Q 20'OPEN SPACE`�ONS RVATI N EAS�MENT I � TC:54 9' Clf E O FRAME DRY WELL COVER Q I I \`\ X60' 58' 156' 54' I 1 B� 9��'�c~i 1 U Vz O T c o Z I I M STEJLL7 WN ioj I Z TORM WATER DRAINAGE NOTES W° Z W m w - R ;Z CV ♦ 1 C� 7.0' W:58.16' 3.5'RETAI ING WATW W:54.p5' ��''' F t ♦ I T o �Z I RAINFALL CRITERIA = 2" = 2"/12=(.17') 1 �' / I 24'0Lu TW:58.16' 3.5'RETAINING WALTC:54.75' ( T :54.50 >� 0:m w ROOF RUNOFF GOEF = 1.00 PITCHED ROOF I :w I J BW:54.83' ;t BC:54t25 B :54.00' a (Z o PAVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS I 1 I ¢ N 1 1D o a a i i I I I UNPAVED RUNOFF C. = 0.25 LANDSCAPE/MULCH/SOD AREAS ! L-A L-B1 I Q o Q I so.5 a Y z tt 1 't `; ® 1 N I Z 1 ® SLOPED RUNOFF C. = 0.50 SLOPE AREA z: oo a z ', l ® o� 1 54�-� 1 I 1 i I J i j W m ;�.t ; 6.=DR3=�!! N.= :53.90' �oo �, I -I '' PRECAST STORM DRAIN CAPACITIES 1 _ --. Tw:s1.5o' i ! - 8'-0" DIA=42.2 CU.FT./LIN. FT. L-C1 CV ! Ml BW:58.16' en ? , i t i t THRUST �` I I r I of M i ,/ - HOT-RQKRPZ L "? (BLOCKS - z J = I 10'-0" DIA= 68.4 CU.FT./LIN. FT Z I :54.13'; ► b ', ENCLOSURE i i 1 ( i 12-0 DIA= 100.8 (CU.FT./LIN. FT l W: 4.83;' + :54.83'ti ; " 1 I I ( EgEp;l L-A i' L-61 a;� ._.,. ,"2"APPROVED / �W I Z 1 I L C2 ' \ I <'? `W /// i ;' ? ` 60MEaST�ICC WATER 1L � I INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : w 1 I \� I I I 1 ! `;, Tcstss' \ 1 OaRADE z a 18" DIA HDPE PITCH 1% MINIMUM. ® LU I L A ! '� 1 Z BC:54.33' 1� i w I �,\ I- j W z L�1 -. i \ i, U) I 1 ROOF PIPE TO DRAINAGE POOLS : U- I I ! I ¢ I I ! i% FLOOK t ! t, t it°p W z 6" DIA SDR-35 PVC PITCH 1% MINIMUM. W I I i \,� ♦♦^^ i I ® w l ! ELEV:55.00t 1 t ,o LL 0 1 I OOF"6 548 SQFT .1 = I I o j I -- 2 1 '-� i `2� I I ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING W ' I I ® I I w I '_ "I +� `;ti `5 x� UL ! I M m COVERS AND CAST IRON FRAMES AND GRATES/COVERS TO GRADE 0 Z I ! ! I I W l ® W LA W ' O S i � Z I ! I W I Z �/ '¢ Q I I I t, �'`•-.� l SS 1 NO GROUND WATER ENCOUNTERED DURING SOIL BORINGS TEST CI, ; DRAINAGE ~ I i I 6� I i `I `t, '' s's�R j ~ i x AREA C 1 W IY W / to :6,.50' 6,.66 N.' RL-A L� 1 x w I ELEV s2''`�PROPOSED ONE t �;� �'M''� w' I w TORMWATER DRAINAGE CALCULATIONS. I ! > I I w ZO I o, ' 1 1 i+� �~ � ,I C 0 I I I o 0 1 I STORY STEEL I Q co ih U ! I `'� `� I ;- I I DRAINAGE AREA A: Cl w i BUILDING ! 15390' I a ¢ I � ! ' (� � j PERVIOUS AREA =8,460 sq ft X .25 X .17 =359.55 cu ft x w ! I ; FLOOR I 1 i L I ROOF RUN-OFF RL-A1,2,3,4 = 3,250 sq ft X 1.0 X .17 = 552.5cu ft U.1 1 z ( ELEV:55.00' 'I I ti� '� r I 1 ' 1 Z I L A LZ 1 .1' a.o' a.o' e.o' I TOTAL STORAGE REQUIRED=912.05 cu ft t 026 } /� 1 I REQUIRED DEPTH OF 10 DIA. RINGS =912.5/68.4 13.3MIN. TMINI.CAST IRON UNDATIONWLL� . .? 1 I PROVIDED = (1) 10' DIA. X 14'VERTICAL PRECAST DRAINAGE RINGS. t6"X22"TRAFFIC BEARING PRECAST 54' z i I WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. I " 1 CLEANOUT ACCESS BOX WITH `.`J I LOCKING STEEL COVER. .I ,t W J i I O i I I o f EXISTING TOPO t O` ;a C i I DRAINAGE AREA B: D RA I N AG E O I ",'; REMOVED 164' ;.LL+ I `, I O I j N `` 2s.o' 6 3s.o' ! 1 Y,c:Sa.ss' ! 01 d z I PERVIOUS AREA 2,600 sq ft X .25 X .17 = 110.05 cu ft AREAE 1 1 I �� ELEV:I +, 13'r :54.33' ! I ROOF RUN-OFF RL-B1 = 812 sq ft X 1.0 X .17 = 138.05 cu ft 1 O Co s2.o'+ L-A L-D/ - - IMPERVIOUS AREA = 3,206 X sq ft X 1.0 X .17 = 545.02 cu ft W ! 1 I I O RD:6"SDR35 9 1%MIN.' W I 4'BL RAIN LIN ! O I 04 _ + : o + :54,g3' o i `,`^�`'< Sag o i i TOTAL STORAGE REQUIRED = 793.12 cu ft FE CEO '.3'± .C. I -� I Q Q / Q 1O '� t TC54.75' '` ! �� EL RETAININ ALL I DRAINAGE I I I BC:14.25' . : o, yA �, a I , AREA D ! 5 ; ( i 49 10.0'MIN 41.4' 1 REQUIRED DEPTH OF 10 DIA. RINGS = 793.12!68.4 = 11.60 MIN. <- I .I " 5.0' , ; I p�15 go I PROVIDED = (1) 10' DIA. X 14' DEEP PRECAST DRAINAGE RINGS TE BORING I M -3. 0-18-20 I o I 'r" j I {{ j 1 j WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. O 1 54.66'+ +54.66' S4.s0 t Or LEV 6 ± ! O O t ° 1 W I �° °° j - �• I > I DRAINAGE AREA I - `� 4'BLACK CHAIN LINK 4.�s© O 8.0' 21 I C' FENCE ON 7.3't P.C. + :54.831 �• $ sa.ao = OO RETAINING WALLIS o I PERVIOUS AREA 5,792 sq ft X .25 X .17 246.16 cu ft [� I ( '� Osa.so j - ( ..° 1 '\ L{� I ROOF RUN OFF RL-C1 2 3 = 1625 s ft X 1.0 X .17 =276.25 cu ft - " I r'" 40.0' 3. 9.8' z �+ 06 I r I ; act N I j IMPERVIOUS AREA = 1,009 X sq ft X 1.0 X .17 = 173.53 cu ft I t TEST BORING I e�, 6 i + . I 2ss' I TOTAL STORAGE REQUIRED = 695.94 cu ft 1 MW-3:10-18-20111 ' i ,� p ELEV 60.5± I 8.0' k- g0 I O 54'\� 8.0' 054.5 54.33+ �-��-- ,-j (*;54.2$ `\ o ! " I Q I REQUIRED DEPTH OF 10 DIA. RINGS = 695.94/68.4 = 10.16' MIN. I 60' o 22.3' it'---' - �' CV I I M I PROVIDED = (1) 10' DIA.X 12' DEEP PRECAST DRAINAGE RINGS TC:55.25' \\ o TC:55.10' 'o' TC: 4.66' I 1 ! I I �m BC:54.75 BC:54.60 I i' BC:5A.16 �� S 1 WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. Z CONC. MO . I r A 06 s2' - I DRAINAGE AREA D: USE 8' DIA RINGS. i W N 5 055131 " -- �, , 60'a> s4' S6' S4' 191 .0 'CON MON. -� 1 01, llj PERVIOUS AREA 697 sq ft X .25 X .17 = 29.62 cu ft LOT 3 ROOF RUN-OFF RL-D1 = 812 s ft X 1.0 X .17 = 138.4 cu ft _ t q _ I W " z \ --� N j t IMPERVIOUS AREA = 7,473 X sq ft X 1.0 X .17 = 1270.41. cu ft PRAINA�� A ��� N Of'-� 4'.0' 100J I �' 6 _ BAR SCALE 30 I �'--�, ha`�'•'� _ '. +1m '_-„_- W , ' ~ ���54'_-+ PERVIOUS SLOPE LOT 4: 2,610 sq ft X .50 X .17 = 221.85 cu ft I o o -_.y TOTAL STORAGE REQUIRED = 1,660.28 cu ft Scale: 1 40 I . �, =�N,., I� MEI T ! '�5s;,.J--� ~ REQUIRED DEPTH OF 8' DIA. RINGS = 1,660.28/42.2 = 39.3' MIN. �STORM IINI�T� 1Vi�1�,� � _ '. --_.. PROVIDED= (2) 8' DIA. X 20' DEEP PRECAST DRAINAGE RINGS WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. CAST IRON FRAME&COVER AS PER PLAN DRAINAGE AREA E: 6,052 SQFT 5O MIN. GRATE-CAMPBELL FOUNDRY TYPE 1184 I `'\ �1,� __ _ .---__--__--_._---_-_-- _ NATURE CONSERVATION EASEMENT 4,298 s ft FINISHED GRADE TOP ELEVATION(TOP) I `"�-\� "•- ~- ................... "-- -- � q ' BUT SUFFICIENT TO KEEP' ! ��•- PERVIOUS AREA 6 052 s ft X .25 X .17 = 257.21 cu ft SEDIMENT ON SITE ( ,��_. , z N I � 62- 1 TOTAL STORAGE REQUIRED =257.21 cu ft a"MIN.-12"MAX. P4^ N I ��. t` EQUIVALENT DEPTH OF 10' DIA. RINGS = 257.21/68.4 = 3.70'/N.A. SILT(FENCING BRICK LEVELING COURSE �-� 18"DIA HDPE PITCH 1%MINIMUM.--� NATURAL GRADE;AND CONSERVATION EASEMENT DRAINS NORTH Corrugated polyethylene storm drain pipe TRAFFIC BEARING shall meet the requirements of Section PRECAST REINF. NORTHWEST. 706-14 of the New York State Department of CONC.DOME SOIL CLASS. DESCRIPTION Transportation Standard Specifications. 6 IRAP I N G ANP P RA I NAS E F LAN ' Q " ,8'-0"MAX.C.to C. ® ® ®®0 TOPSOIL (EL 60.5') NON-SHRINK GROUT TAN BROWN SAND DRAINAGE STRUCTURE SCHEDULE ° ® ®®0 0: -5.0' w v FILTER FABRIC MESH STRUC TYPE COVER EFFECTIVE DEPTH AROUND STORM W G O GRADE Oa 411 ®®a N 0, 0' 20r 40r 00' COURSE TO Al 10' DIA DRAINAGE POOL GRATE 14' Z O 4~j 4� _ DRAINAGE POOLS MIN. -� , , " 0° o , � - - - � ®0 MEDIUM SAND, Bi a 7 - `° � 5' 3O' SW MIXED GRAVEL " O W O Y�I y' r 8'MIN. a 1-019 ILL N -DRYIul `� °w Ydr '°r w BAR SCALE "- ' E 18.5' D. w D2 8' DIA DRAINAGE POOL GRATE 20'-0" o X61 ��� moo/ F Scale: 1 -20 highest expected ( -42 ) = Q PRECAST REINF.CONC. X MIN.SAND F j DRAINAGE RINGS AND GRAVEL groundwater -45' ° d PERSPECTIVE VIEW o COLLAR ALL SW - DAMP- a- (TYP) -50' LOT 2: S.C.T.M. # 100-083-03-4.9 GROUNDWATER (EL10.5') 36" MINIMUM 2 x 2 w ENCOUNTERED SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED FENCE POST LL COURSE TO 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. W "1e1' � FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. WOVEN WIRE FENCE SW MEDIUM SAND, 6ric N SILT(FENCING (6 x 6 - 10/10 WWF) 3'MIN TO MIXED GRAVEL OUTSIDE DIA.VARIES i -­,­ z GROUNDWATER t t t T -WET- 1z�GIIST�R.�� �RG �T�G 1 PLAN VIEW FILTER CLOTH o (EL 0.5') OPEN BOTTOM Stop N N -/ -60 PO Box 879, Rocky Point, N.Y. 11778 e SAND AND GRAVEL BACKFILL W TEST BORING MW-3 a Telephone: (631)928-4456 EXISTING EMBED FILTER CLOTH ORAOE ' BORING LOG MW-3 BY MILLER E-Mail: architect@optonline.net MIN. 6" INTO GROUND z o ENVIORMENTAL GROUP INC. CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 5 �'L 1.ALL DRAINAGE PIPES MUST BE PROVIDED WITH MINIMUM 2'-0"OF COVER. ED A VIRGIN STRATA OF Z° VIRGIN STRATA OF DATED 10-18-2011 (ELEV: 60.5') �¢ RC 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. 4" SAND&GRAVEL z r¢-w SAND&GRAVEL C ti THREES Si�EY�I 11�G EAST FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. SILT FENCING NOTE: °� 2.ANY UNSUITABLE MATERIAL UNDER THE LEACHING BASIN SHALL BE EXCAVATED HIGHEST EXPECTED GROUNDWATER �� E,\G COS/ AND REMIOVED UNTIL AVIRGIN STRATA OF SAND AND GRAVEL IS ENCOUNTERED. O q �` LOT 2 CUTCHOGUE BUSINESS CENTER MAXIMUM DRAINAGE AREA z AN ADDITrIONAL 5'IS THEN TO BE EXCAVATED INTO THE VIRGIN SAND AND GRAVEL, ESTIMATED FROM MAXIMUM 8' CROSS SECTION 1/2 ACRE / 100 LINEAR FEET z _o CUTCHOGUE, N.Y. z z THE HOLE IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION FLUCTUATION IN GROUND WATER b aW.> OF THE PROPOSED BOTTOM OF THE LEACHING BASIN. DATA BETWEEN 1976 AND 2012 AT Rev Date:12/4/2016: t" TEMPORARY CONSTRUCTION ENTRANCE SECTION DETAIL 3.ALTERNATE COVER:4"x30"CONCRETE(FORUSE WITH6"TO18"OFCOVER.) USGSMONITORINGWELL Rev Date: t GR DI1�lG/Dfi��cl1\l�tGE/UTILITY i�L,bcl\I Rev Date:10!18/2016: 4.STEEL REINFORCED ON CONE SECTION: 12-#2 VERT., 1-#3 TOP, 1-#3 BOTTOM. 410104072303301S53324.1 LOCATED 1. Planning Comments SCALE: NTS SILT FENCE DETAILS STORMWATER POOL DETAL MILES SOUTHWEST OF SITE Rev Date: 01n1 12016: "9� oZ Scale: As Shown Rev Dat ' 12/4/2016 AG-4 se.U:»,s 5.IF CHIMNEY IS REQUIRED,MINIMUM WALL THICKNESS SHALL BE 3". NOT TO SCALE Rev Date:07/16/2016: Job# 15122 By: E. Nicosia 40176 Planning Submission NOW OR FORMERLY:BOYD,GREGORY A. AASHTO H-20 8" HEAVY DUTY AND LOCKING CAST SCTM#1000083000300003001 CUTCHOGUE BUSINESS CENTER SUBDIVISION APPLICANT: IRON COVERS TO GRADE TYPICAL GRADE 12950 OREGON RD MIN.TRAFFIC ZONING:AC AGRICULTURAL CONSERVATION COX LANE.CUTCHOGUE, NY BEGINNING MIDDLE END, LLC BEARING 2a" 2'-o"MAX. 24" 24" 2'-0"1 24" 1'MIN. 2'-6"MAX. USE:RESIDENCE DF IVEW�AY LOT 2 SCTM#: 1000-083-03-4.9 333 DOUGLAS ST PRECAST TOP 2 N CHIMNEY 2" M N CHIMNEY M" PUBLIC WATER BROOKLYN, N.Y. 11217 ZONING:Ll-LIGHT INDUSTRIAL: INLET 6n 1 -0 MIN. -0- -G- LIPA 2 LOT AREA=41,831 SQFT./(43,560 SQFT/ACRE)=0.96 ACRES. OWNER: 1 �" FLOW LINE OUTLET F- F &S. LLC. 6"DIA.SDR 35 FLOW LINE zI SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 538 EDWARDS AVENUE PITCH 1/4'71'MIN 6"DIA.SDR TO SEPTIC TANKS oI DATED 7/14/15 BY MARTIN D. HAND, LS. CALVERTON N.Y. 11933 Q = 3s PVC 6"DIA.SDR 35 } COX LANNE ' PITCH 1/4"/1'MIN = ` ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE iv w U 0- co I w-t,w-t,w -t,w-t w -t,w -t,w-t,w-t,w-t,w t,w t EXISTING 12"S.C.W.A WATER MAIN THE RESULT OF ACTUAL FIELD MEASUREMENTS. ,w -�c,w t,w--c/w crw crw c/w - .clw- trw c,w Clw c,w crw c/w - crw clw -_tlw t,w -T_clw tlw -c --ciw -Clw - elw ciw clw t,w c,w c,w - FLOOD ZONE: ZONE X-NO BASE FLOOD ELEVATIONS DETERMINED Cy ;55*.rl6' EP:53.79' 54' EP:53.33' AS SHOWN ON THE F.E.M.A.F.I.R.M.36103C Oil 42 H EFF. DATE:SEP. 25, 2009. J o ` EXISTING EDGE OF PAVEMENT Z m Z ' MONOLITHIC o _ - SANITARY SYSTEM DESIGN DATA: • BASE SECTION 1'-0" 1'-0" Q CONC. M _ � 1= ' G �-+-•� ,• SITE SCDHS REFERENCE#" C010-16-0008 -c)9-- I C"_..- -60'____ \ ` I SUBDIVISION SCDHS REFERENCE#"S10-15-0006 o w L : 4.0'W -.._... \ I CON . MON. 12'-0"DIA. 1 12'-0"DIA. 1 4 N Z \'' 194.52' I \' wQ�� j 6"SANITARY LINES USED THROUGHOUT OVERSIZED AS PER APPLICANT r Z v o 0 Ov n / \. ` SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV FOUR Z N Z J(� (• •\ •� 1 I - I NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300'OF THE PARCEL. ) 2X GREASE TRAP DETAIL J z o 0 F f N `� \ 52 j ` 3'R \, j ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTIES ARE IMPROVED AND W o o J Q p \ �:\ \ �.` \ I ( TC: 9' I SERVICED BY PUBLIC WATER UNLESS NOTED AS VACANT. O F- I - j' \ 20'CONSERVATION EASEMENT 60' �58' S6 ` ( BC:53 9 ' ••�U I / AASHTO H-20 8" HEAVY DUTY AND LOCKING CAST IRON N _ ___ _____ _______ MIN.TRAFFIC COVERS TO GRADE TYPICAL GRADE Q w M-U r Cl) r- STE DOWN / I w w I ALLOWABLE SANITARY DENSITY:6 GALLONS PER DAY/ACRE MAXIMUM. ES 00G S E BEARING LL> O¢ I ^' \ 1 1 / o I TO EXISTING SYSTEM 0.96 ACRES X 600 GPD =576 GPD ALLOWABLE FLOW. PRECAST TOP 2'-0"MAX' 2'-0"MAX' 2'-6"MAX. Q> /` V \ 1 o TW:61.50' 3.5'RETAINING WALL'( TW:58�16' /" Z W j F I ON SUBDIVISION LOT 24" CHIMNEY 24" 24" CHIMNEY 24" O U U CLi :Z I ti 7.0' BW:58.16' ; BW:54.'75' , ( 3'R O rn a? �¢ - I STORM 24 0' VOW Lu I #, PROPOSED GROSS FLOOR&USE AREAS: (NO TASTING ROOM) 8" 20" 20" A 20" 20" O 6 DRAIN TW:58.16' 3.5'RETAINING WALL TC:54.75' T :54.50' >~ m INLETZI MIN MIN Z z Cr I o J BW:54.83' BC:54''25' B :54.00' �oa oo I I 6,500 SQFT FIRST FLOOR=6,307 BREWERY/STORAGE + 193 LAB/OFFICE 12"MIN. 12" MIN. OUTLET z =w � ! ( a ' ; a i z I- i +812 SQFT MEZZANINE= 542 STORAGE +270 OFFICE O Q t, I N a a 11 STORM I a w L 6 MI nl I� �, N ' I ®�' 0 Y z DRAIN !N~Q I W i 7,312 SQFT TOTAL= 6,849 BREWERY/STORAGE + 463 OFFICE TOTALD 6' DIA.SDR 35 FLOW LINE FLOW LINE 18" TO LEACHING ;¢ w Q 1 :so.5 J z z 01 ' z 1 OFFICE USE IS LESS THAN 15% OF TOTAL GFA(463/7,312 -0.63 =6.3%) PITCH 1/4"/1'MIN DROP , o o I o � I 54� I 6"DIA.SDR 35 (� I I z W J ¢ ? MIN. ® o TEE PITCH 1/8"/1'MIN V J I ; W Co w _�sDR35�?��_ :53.90' r DESIGN FLOW RATE:0.04 GPD/SQFT FLOW FOR BREWERY USE. I X11 TW:61.50' ~ �••-..-. DESIGN FLOW: 7,312 SQFT X 0.04 GPD/SQFT=293 G.P.D. IS LESS THAN 576 ALLOWABLE. 3 8"OD SDR 35 N ( I BW:58.16' M n � THRUST �- I Cl) ; HOT-RdK RPZ �? BLOCKS Y w (�N Z ' 1 I :58.16'% ,� ENCLOSURE 1 A Z CROSSOVER "O I W: 4.83" + :54.83' �' I -� I I SEPTIC SYSTEM DESIGN CAPACITY: REQUIRED TWO DAYS FLOW MINIMUM. CL PIPES 20^ON `Z ' I I �,_�_b �.�a� I =293 GPD X 2= 586 GALLONS. (USE 1200 GALLON MINIMUM). E- ELEV: =k,.-,. w N CENTER cn I 61.0'1 L-A I L-61 10, �2" PPROVED" `W I PROPOSED SEPTIC TANK: ONE 8'DIA.x 5' LIQUID DEPTH w X I I RO IF OOF DOMESTIC WATER LIN / o I = w ' I ( o = 300 GAUFT X 5'LD = 1,500 GALLON CAPACITY PROVIDED. OVERSIZE PER APPLICANT 0 I DRAIN I [GRAIN ; 4'BELOW a, i ( ) TC:54.66' GRADE Z i I MEZZANINE: I %r ROOF BC:54.33' p z I , OFFICE:270 SQFT I DRAIN r I I LEACHING AREA REQUIRED: LU I I STORAGE:542 SOFT L-C1 1 I OTAL:812SOFT GROSS I r ?. '1 I W 293 GPD/1.5 GPD/SQFT./DAY= 195.33 SQFT= PLAN SYSTEM/STRUCTURE LABEL LEGEND: u., f I 1 Q I > ® I I f FLOOK o'; W I MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SQFT ELEV:55.0C C5 W; , _ , o I I I ; I ! ?,Z o o`I i I REQUIRED 8 DIA. POOLS =300/25 SQFTN.F.-12 MINIMUM E.D. 4" 1 1 4" I--4- 11 I I 4' STORM DRAINAGE: w I I �,.� 12'-0"DIA 12'-0"DIA. i- - - - - - - - = -� ,ul o'2, o I PROPOSED LEACHING AREA: ONE V DIA.x 12' EFFECTIVE DEPTH A#,B#,C#,D#=STORM DRAINAGE POOLS O I ' I ; - L-C2 - \ ;�I-v, d LETTERS CORRESPOND TO DRAINAGE ZONES "' Z 1 I ROOF ) ;181 a'1 !I.J.. j M O LU , FIRST FLOOR:6,500 GROSS DRAIN ,, ?�� ; ' o AREA PROVIDED FOR 50% EXPANSION. NOT CONSTRUCTED 2X SEPTIC TANK D ETA I L NOT TO SCALE RL= ROOF LEADER LOCATIONS I ® w LAB/OFFICE:193 SOFT I', O i o ( ) , ( Ro F BREWERY/STORAGE:6,307 , \ I (293 X.5= 88.5 GPD}(USE 300 MIN)8 DIA. POOLS =300/25 SQFTN.F.=8 X12 MIN. E.D. HEAVY DUTY AND LOCKING CAST Z e Q ' I D IN 'BUILDING TOTAL:7,312 GROSS SOFT I s��l SANITARY& PROCESS PLANT SYSTEMS 1 a I I I S I j I BREWERY PROCESS PLANT DESIGN DATA. IRON COVERS TO GRADE TYPICAL GRADE ,L I I OFFICE:193+270= 463 GROSS SOFT I oR3s•� I AASHTO H-20 ^ NOTATIONS CORRESPOND WITH CALCULATIONS o I ELEV BREWERY STORAGE:5,849 GROSS SOFT �7�M/�':w = I PROCESS PLANT DESIGN FLOW PER APPLICANT: 5,000 GALLONS PER DAY. 8"MIN.TRAFFIC 2'-0 MAX. ^ u� w :61.50' I I BEARING TOP 24" CHIMNEY 24" 2'-6 MAX, c7 j 1 61.66{ 62' OFFICE AREA IS 6.3%OF GT#="GREASE"TRAPS I Q I I TOTAL GROSS FLOOR AREA 1 ; I C I 8" 20" 20" i LU , m (463SOFT/7312SOFT=0.63=6.3%) , STORM �' GREASE TRAP DESIGN: USE TWO DAYS DESIGN FLOW=5,000 X 2=10.000 GPD MIN. ST#=SEPTIC TANKS I p I , I I INLET " MIN ® z M I r PROPOSED ONE STORY SLAB ? 1 DRAIN isarsb' I USE (1) 12' DIA.x 7' LIQUID DEPTH=750 GAL./VF X 7'=5,250 GAL.+ (1) 12' DIA. 12 MIN. OUTLET I I ON GRADE METAL BUILDING I W J I i x 6.5'LIQUID DEPTH-750 GAL./VF X 6.5'=4,875 = 10,125 GALLONS PROVIDED. �6" DP#: DISTRIBUTION POOL v_, co z I , WITH MEZZANINE , 6"DIA.SDR 35 FLOW LINE 18^ MDP: MAIN DISTRIBUTION POOL w w / FLOOR oN ! ti� 1 SEPTIC TANK DESIGN:TWO DAYS FLOW MINIMUM=5 000 X2=10.000 GPD MIN. 14" TO LEACHING ELEV:55.00' PITCH 1/4/1 MIN DROP 6"DIA.SDR 35 XDP: EXPANSION DISTRIBUTION POOL I I ai I L-c WDIA ( ,- TEE f a 1 L-A 1 .1' , 8.0' 1'+ 8.0' 1 8.0' 3s.5' '` I USE (2)TWO 12 DIA,x 7 LIQUID DEPTH=750 GAL.N.F.X 7- PITCH 1/8"/1'MIN w `` 5 250 GAL"/TANK X2=10 500 GALLONS PROVIDED. = 8" LP#= LEACHING POOLS I I / zo i o IN; IE:52.0' " e R ST 6.3DR LP Z XP#= EXPANSION LEACHING POOLS ill8. ,= 1 2'MIN.CASTIRONPIPE O E12' +54.° W a ' THROUGH FOUNDATION WALL / ?y {E 51.25''' 54.16 P % �/ I LEACHING AREA DESIGN: ONE DAY FLOW MINIMUM = 5,000 GPD MIN. a BAFFLE ! I ,6"X27 TRAFFIC BEARING PRECAST :1 9E: 1'75 8'x5' 6 IE:51.°° 54' Z 0 W w CLEANOUT ACCESS BOX WITH : LD SANIT,RY W } W WALL PLAN TOPOGRAPHY/GRADES LEGEND / � X11 ,N � �� 1, 2 a. I I Lu z I LOCKING STEEL COVER. ul� ! SYSTEM IL G.T1 5,000 GALLONS PER DAY/1.5 G.P.D./SQFT./DAY= 3,334 SQFT x o o I EXISTING 1 n ' AREAFQR50% Q i j O8 MINIMUM SIDEWALL LEACHING AREA REQUIRED. TC =TOP OF CURB ELEVATION N 1 TOPO: 64' sf2' EXPANSION w O BC = BOTTOM OF CURB ELEVATION °i REMOVED] ED w TW=TOP OF WALL ELEVATION ?' i I PROPOSED LEACHING POOLS: / .°`�° 29.0' 6 36.0' TG:54.66' 1� �' BW= BOTTOM OF WALL ELEVATION EL V: DRAIN O DRAIN Blr:54.33' / 1 o MD: MAIN DISTRIBUTION POOL#1: (1) 10'DIA. x 20.5' EFFECTIVE DEPTH . 00 m 62.°'+i L-A4i ujLo I L-D --RD: 6"SDR35@ 1%MIN.1 9°D W j &D 1 =1x(20.5'V.F. X 31.4 SQFT.N.F.)=643 SQFT LEACHING AREA. + = SPOT/STRUCTURE/SYSTEM COVER ELEVATIONS 0 - s o 4"_I 1 8'-0"DIA 1 I N x + :5a.83'I o + :54.83' o m 8'D STORM o 4" Q ,n H.T. vi IE:50.83' ,n 4� TC:54.75' DRAINSIX EXISTING TOPOGRAPHY TO BE REMOVED IE:50.66' m BC: 25' '' °� I DP2: DISTRIBUTION POOL#2: (1) 10 DIA. x 20.25 EFFECTIVE DEPTH . 1 X SEPTIC TANK DETiAI L x o- i IE:51.83' GT� w\ r�°' tiA 10.0'MIN 41.4' �P =1x(20.25'V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. NOT TO SCALE _j COVER 54.7 5.0' �o, ST16 1 I LP2 IS.12'XTLD 12'X6.5'LD )8'CROS 1'7 ` („::5 90' Q -x'•-- EXISTING TOPOGRAPHY TO REMAIN ! s 12'X D / ; ,\ I I LP1 LP2 LP3 LP4: SATELLITE POOLS: (4) 10'DIA. x 19.3'EFFECTIVE DEPTH . HEAVY DUTY&LOCKING CAST Sass' +sass' VV) zo';o.c. I 8'D 1 I , IRON COVERS TO GRADE TYPICAL RADE STORAGE 6"SDR35 sa.so+ (E:46.16' 54.00'' ExlsrlNG sysrEM oN =4 X(19.3'V.F.X 31.4 SQFT.N.F) =2 424 SQFT LEACHING AREA. PROPOSED TOPOGRAPHY �� TYPICAL i I WIE:51.33' SUBDIVISION LOT#1 - `\ ` P PROCESS '� L' e 0' xP _ I LEACHING AREA PROVIDED:643+635+2 424 3 702 SQFT.(3 334 MIN REQ.)(OVERSIZE PER APPLICANT) 4.75 IE:49.50' PLANT 12'X7'LD ;(+542 i ' ' ' 4'BLACK CHAIN LINK C� 1'MIN. 2'-6"MAX. X ' 10'x19.3' 23.0' a' 54.4 70'x19.3' AREAFOk50% O^ ( i Z MAX• 20"MIN. o �, FENCE ON 7.3'1 P.C. + :54.83' 0 Ep DP p EXPANSION-TO BE ry CD CHIMNEY m 00 \ RETAINING WALL 50 INSTALLED o9 I <� '^ I 50% EXPANSION AREA:TO BE INSTALLED PER APPLICANT. � 37.2 �� IE:59.16' u) 3.5. 9.8' � 49.50' 117x20.25' -IE:49.75' IE:;49.50' LU,y, r� 40.°' IE:•. 35 TYPICAL ih W 54. + ap 6"SDR 3 5 ED E• 7 � I p TC 4.66' TO LEACHING O v> 23 p9 so 3�s, SIE:56.00' po / i 5 805400 i N I 5,000 X 0.5=2,500 G.P.D./1.5 G.P.D./SQFT./DAY= 1,667 SQFT O TEST BORING ,o'x,s.3' e'. 56 ' R ` 3 +� MINIMUM SIDEWALL LEACHING EXPANSION AREA REQUIRED. 6"DIA.SDR 35 g z U U ( ED 7, Q9' I �' O 3s I :49.75'! s� PITCH 1/8"/1'MIN ¢ MW-3:10-18-2011 �E• ,�p� �< R1cP 1ax1s 25.9' I 1 TRAFFIC BEARING Q F-i j r 1 r• VALVE W/COVER i 8.0' XDP2 $p ED O 6"DIA.SDR 35 w�w O ELEV 60.5± I 54, dG 954.6 TO GRADE 54.3 + +54.2 b PRECAST TOPS z 0 z Z 60, + O I I Q I I XDP3: DISTRIBUTION POOL#3 : USE (1) 10'DIA.x 20.25' EFFECTIVE DEPTH . INLET I b 10;x19.3' 8.0' 10x19.3' 10dx20.5' : VALVE/ 10'x20.25' OUTLET ED ED 22.3' ED COVER ED , LL W V' ^' i TO GRADE M 1 =1x (20.25 V.F.X 31.4 SQFT.N.F.) =635 SQFT LEACHING AREA. 0 z ` ` TC:55.25' TC:55.10' ; TC:S4.66' 1 I 1 3"MIN U Y ( m BC:54.75 BC:54.60 BC:54.16 I , 7 LOT#1 XP1 XP2: SATELLITE POOLS: USE 2 10'DIA.x 19.33 EFFECTIVE DEPTH . 18"DROP TEE AT � FRESH AIR F' )O � � I Z COC. MO• . I `� A t,t-� -°,. -E I ( ) INLET N a I 1 =2 X (19.3'V.F.X 31.4 SQFT.N.F). - 1,214 SQFT LEACHING __FDISTRIBUTION POOL o N v x ' SLAB o r �� 6r ! CON MON. TOTAL EXPANSION PROVIDED:635+1,214= 1,849 SQFT 1,667 MIN REQ. OVERSIZE PER APPLICANT 1 Z N ,�� oo goo W N 5 5 5 31 , �-.,. 6t 0 0 0 6' S6' S4 191 .01 = c x ) w g EL:55.0' N. p1 i W w HOUSE 2.5' MAX I o �-�. x~ ' -• TOTAL INSTALLED LEACHING AREA=3,702+1,849 =5,551 SQFT. t>-- � TRAP r- � 1 � 1 �� � � ` `-f56, w � i `••, .. •• '\ PERFORATED REINFORCED U w , - I �' LU _ PRECAST DRAINAGE RINGS LL ¢ OUT:52.O EPTIC ma 2'MIN.CAST IRON �, TANK LP EXP \ I "�� Co_j ° 5.8 0� �� I\ lam• PIPE THROUGH tj•j `- �I `` �' - `°� �''" I _ ' '--" •• T MLAR FOUNDATION WALL W ujj' I,j j l I I .`� 1' � ' 56',..1 1 8'-0"&10'-0"DIA.SEE PLAN -f 12' ED ( I I {60� I \ -••- '- 6"MIN.PENETRATION INTO VIRGIN T-0"MIN.ABOVE �` �.OT#3 BOTTOM OF POOL EL:39.00' STRATA OF SAND AND GRAVEL HIGHEST -- BACKFILL MATERIAL TO Is 2°.50'ABOVE HIGHEST N F L_ _ _ J ' ^ 1 r RECORDED EXPECTED GROUNDWATER `i, --- GROUND WATER EL:18.50' nZ ��.�?� NOW OR FORMERLY:F&S, LL . BE SAND AND GRAVEL - - - - - - ; \ \.��', HIGHEST EXPECTED �_ �'`� SCTM#100008300030000400 LEACHING POOL DETAIL GROUNDWATER EL:18.50 ■ I '\ w'',, ----------------------- LEACHING __ - -----_._--------- NOT TO SCALE 12820 OREGON RD-.._•-='-----•-• SANITARY SYSTEM PROFILE: N �• OWNG.-IS-QNLOTST;3,4&5 \ \.' •�?,� ZONIIVG'Cl LIGHT INDUSTRIAL USE:INDUSTRIAWACANT 16"X22"TRAFFIC BEARING PRECAS NOT TO SCALE I \,04 M 04 PUBLIC WATER �•�' FRESH AIR CLEANOUT ACCESS BOX WITH a M INLET LOCKING STEEL COVER. M - M 0- p a a- a OL 21-3 & a a M h o Q _j SANITAK**( ^ATER FLAN 6" DIA.SDR 35 X � -Jo o LO o XP1-2 X X SLAB , �' GT1 GT2 (O� _ �O� STI ST2 �� Q = MD 3`� DP1&XDP2 Q � N o EL:55.0 �• cn _ GRADE 4jb` a trOb` GRADE h� o ? ��` GRADELO LO 17 1W 0 �+ -' r RAE SOIL CLASS. DESCRIPTION 6 C.I. _ 1.75' 1.60' N CO D_ �, ' -�-�- o.o' Scale: 1"=20' " o U z `° o. 2.5 m o in TOPSOIL (EL 60.5) WASTE `° a MAX.66' N co N g N TAN BROWN SAND + 1.01MIN 1 OUT IN s6 N -5.0' 0' 10' 0' 40' 100' IE:51.33 ouT ao IE:52.0 6„ FLOW LINE 1.17 1.1T IN COURSE TO HOUSE 6"FLOW LINE FLOW LINE - FLOW LINE " 1 1 18 MEDIUM SAND, TRAP IE:51.83 o a o d IE:50.83' 6" oo 3" 3" IE:49.50' sw 5 30 _ DROP IE:50.16 MIXED GRAVEL a o o a o Q TEE 18"DROP TEE AT 18" DROP TEE AT -DRY BAR SCALE 2 MIN. CAST IRON C! _,.- IE:50.66 9 o , DISTRIBUTION in (E 18.5') PIPE THROUGH -1 @� o- (3)8"OD o� IE:50. 0 POOL = DISTRIBUTION = LO highest expected _42' FOUNDATION WALL _ = J g SDR 35 _ F- Oj POOL I-- groundwater , CROSSOVE W W SW -DAMP- -45 APPROVAL STAMP F_w "'LU R PIPES 20" p W LLI = O p W ON w - D _ F_ -50'x W W CL , GROUNDWATER EL10.5'W 10 DIA. ( ) o' r' 6ric Nicosia CENTER 10' DIA. MAIN > 10' DIA. > ENCOUNTERED �Nq SITE '' 0 LEACHING `o COURSE To "SRo.. '` DISTRIBUTION V DISTRIBUTION U W o d MEDIUM SAND, , 2X SEPTIC TANK b w W > o POOLS N sw 1Z�C�IST�R.�D ARGHIT�GT 2X GREASE TRAP o co POOL W POOL 1&2 W _ � MIXED GRAVEL I- cel -WET- r' "" .opo ooxyI �:3 PO Box 879, Rocky Point, N.Y. 11778 N 04 W W V (EL 0.5') o�� r. �N " �' a`. . W -60' ��G / , ,' F_., �P ,,' ; f,.$. Telephone: (631)928-4456 PROCESS SYSTEM PROFILE LO N TEST BORING MW-s ' " o %'v��a Li E-Mail: architect@optontine.net N i �ti THREES Bi�ElnlIN& EAST N BORING LOG MW-3 BY MILLER r; ` ��ED AR NOT TO SCALE M ENVIORMENTAL GROUP, INC. / �A pj DATED 10-18-2011 (ELEV:60.5') ` ;� , ;� q''`: n LOT 2 CUTCHOGUE BUSINESS CENTER HIGHEST EXPECTED GROUNDWATER %� O ,! CUTCHOGUE, N.Y. BOTTOM OF POOL AT EL: F it 29.33' IS 10.83'ABOVE ESTIMATED FROM MAXIMUM 8' f, t': ,�Z, h *, BOTTOM OF POOL AT E FLUCTUATION IN GROUND WATER Rev Date:12/4/2016: 1 l/VA�TR/5,�1�11TARY I=L�cl�l HIGHEST EXPECTED /i 'A SCDHS#z 29.33'IS 18.83'ABOVE DATA BETWEEN 1976 AND 2012 AT :';'ZO� NORTH Rev Date:10/18/20,6: J GROUNDWATER EL: TEST HOLE USGS MONITORING WELL ;' 'm. / Planning Comments 18.50' GROUNDWATER 410104072303301S53324.1 LOCATED 1.2 Rev Date:/Dat 18/201 s: 4 �' Scale: As Shown Rev Dat ' 12/4/2016 Ake Sankary/Dralnage MILES SOUTHWEST OF SITE K M N.T.S. Rev Date:07/18/2016: , Job# 15122 By: E. Nicosia T N Planning Submission o~ Z HIGHEST EXPECTED GROUNDWATER EL:18.50 STAPLE ON ROK FACE "NO PARKING" "HANDICAP WALL SIGN PARKING ONLY" SUPPORT ROD SIGN (TYR)(SEE 7 DETAIL) SUPPORT ROD ANCHOR Q LOCKING HASP CPARKING 2; c~i� ONC. CURB (DETAILED BELOW) U HANDICAP PARKING SIGN P4-6(12"x18") GRADE INTERNATIONAL w N31-011 BLUE SYMBOIL FOR w CONTINUOUS^u"CH MIN HANDICAP r' J CHANNEL METAL POST -JLAS MANUFACTURED BY EASTERN METAL OF ELMIRA OF APPROVED EQUAL ANCHOR HINGE BACKFLOW VALVE INSIDE ROCK d 8.0(SCH-80)STEEL PIPE,CONC.FILLED O ;1 o (SEE BOLLARD DETAIL) 1:12 max. slope N Flared sides 1:10 max. slope HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE UJ v PAINTED HANDICAP BLUE k I-_ Model# LR021067043 � PAVEMENT(SEE DETAIL) CURB RAMP InsideWidth 21 Insidel-ength 67 o Li InsideHeight 43 9'-019 9'-01 1 9'-01 1 9'-011 NOT TO SCALE ShippingWeight 325# Pad Size 90 x 40 NOT TO SCALE o NOTES: M M SIDEWALK 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND. 943-NEMA 3R, -° 4,000 P.S.I.CONCRETE INSIDE ENCLOSURES REQUIRING HEAT. MOUNT AT LEAST 6"ABOVE ANY 1'-6' WATER DISCHARGE POINTAND NEAR THE PIPE RISER ON THE ENCLOSURE ACCESS SIDE-OR- PER LOCAL CODE. 2DRAIVE AISLE 4"WIDE I INAL BLUE STRIPE (TYP.) PERPLANHANDICAP PARKING SIGN 2. POUR A FULL CONCRETE PAD 4"THICK AROUND VALVE,ALLOWING A 8"WIDE INTERNATOINAL BLUE NOT TO SCALE STRIPE AT 450 5'OC. (TYR) 502.6Identification.ParkingspaceidentificationsignsshallIncludethe . 0000000000 MINIMUM 1" RADIAL SPACE BETWEEN VALVE RISERS AND PAD. International Symbol of Accessibility complying with 703.7.2.1.Signs identifying van parking spaces shall contain the designation*van 0000000000 OOOOOOOOO PARKING AREA STRIPING AND accessibleoSignsshall fa 60 inches dtot the 0000000000 finish floor or ground surface measured to the bottom of the sign. HOTROK IS CONSTRUCTED ENTIRELY OF 0000000000 POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) ALIGNMENT DETAIL WITH EXTERNAL FINISHES OF ISOPHTHALIC GELCOAT. 502.3 Access Aisle. Access aisles serving parking FULL RAMP spaces shall comply with 502.3.Access aisles shall adjoin an accessib/eroute. Two parking spaces shall be ,;. WIDTH FZ ENCLOSURE PEI AI L permitted to share a common access aisle. kuolcaroEsvuamcsrteot DETECTABLE WARNING NOT TO SCALE 20 12 1 1 Fig. 406.3 Counter Slope of Surfaces Adjacent to Curb Ramps 5" THICK 4,000 PSI @28 DAYS PRE MOLDED BITUMINOUS AIR-ENTRAINED POURED EXPANSION JOINTS 20' O.C. ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED PAVEMENT MARKING CONCRETE SIDEWALK WITH 6X6 PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. 1.4X1.4 WELDED WIRE MESH. CONTROL JOINTS 4' O.C. ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE NATIONAL MUTCD AND NYS SUPPLEMENT. 8" THICK STABILIZED ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES GRANULAR MATERIAL = _ CURB RAMP NOTES: PREPARED SUBGRADE I THE MINIMUM WIDTH FOR SIDEWALK CURB RAMP � I 111 I II I1 1 s Is 5-0" . THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED)AND 1:12 (8.33%) MAXIMUM. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33%THE CURB RAMP LENGTH IS THE SIDE WALK DETAIL LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0". 1-1/2"APPROVED WEARING COURSE ON 2-1/2" THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED DENSE BINDER COURSE ON 6" STABILIZED BASE 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OF 3/4" STONE BLEND OR CRUSHED CONCRETE OR HIGHWAY GRADE. ON PREPARED SUB GRADE THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP 4" 2" 8 RUN. EXPANSION JOINT 1rr EXPANSION JOINT 1"R �— RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH p - AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). CV t0 p WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH SEE STRUCTURAL CTUt� P / 7I I c? D A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED. r r o t o r � I I I ° THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF FOR Ee�I A I N I I�Cv ^ALL � A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM cp 8n 4,00 PSI @ 28 DAYS r 4,00 PSI @ 28 DAYS AIR-ENTRAINED LANDING NOTES: PROVIDE EXPANSION AIR-ENTRAINED PROVIDE EXPANSION POURED CONCRETE CURB LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0" EXCEPT AT THE JOINTS 20' O.C. POURED CONCRETE JOINTS 20` 0.C. BOTTOM OF RAMPS TYPE 1 &2 ON SHEET 2 OF 4. MOUNTABLE C URB CURB / PAVEMENT DETAIL THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. ALL CURB RAMPS, SIDEWALK GRADES AND CROSS GRADES TO CONFORM TO: LOT 2: S.C.T.M. # 100-083-03-4.9 FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE SUBDIVISION FILED MAP#120037 CUTCHOGUE BUSINESS CENTER REFERENCE STANDARDS ICC/ANSI Al 17.1 *!�+ TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. Eric Nicosia AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. F'UA ST6'7 r D AtZGH IT6GT PO Box 879, Rocky Point, N.Y. 11778 IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW Telephone: (631)928-4456 ANY BASE COURSE, IT SHALL BE REMOVED AND REPLACED E-Mail: architect@optonline.net WITH ADDITIONAL BANK-RUN MATERIAL FOR A TOTAL QED ARC COMPACTED DEPTH OF 12 INCHES. BANK-RUN MATERIAL ti� THREES Bi�EY�l N& EAST SHALL CONTAIN A MINIMUM OF 15% GRAVEL. CO �� LOT 2 CUTCHOGUE BUSINESS CENTER CUTCHOGUE, N.Y. Scale: 3/4"=1'-0" Rev Date:12/4/2016: 1 * SCDHS#2 SITE DETAILS Rev Date:10/18/2016: �. Planning Comments Rev Date:08/18/2016: '9 o Scale: As Shown Rev Dat 12/4/2016G_6 Sanitary/Drainage Rev Dale, Job# 15122 By: E. Nicosia 6 OF 6 Planning Submission 5 "4 3 2, 1 .: 1" INSPECTOR'S TEST j 1m WITH A 1/2" ORIFICE OFFICE - 5 -3% 101 • 1 aj i r STORAGE 0 i 1 O ! I r ! r ! ! r r r ! r f N I `c :I g N k g � � . 0- �b , • ) ,•1b . �) 0 � gOb2 i N OC I _ Mx) N N N N N N N N N N 5'-103/4 107 108 ,F 110 111 112 Xt it I n- I V f i rr N N N N N N N N N N INCOMING WATER SERVICE 2 10 9 ;b 4 g 47 47 3 3 3 3 `b 3 4 4 4 OFIN mom M w" 103 8 104 ! 9'-6" CL _� NEW 4" R PZ ! Je r 106 109 7 { 1 105 7 N ' • • O �0 O 101 102 ` , 9-6" CL r.F 0 1 u r i' ,; Ele ical Utility O - -- B ATO i � 1 �� � D WAREHOUSE/ ROOF OVER ENTRY41e, I' � STORAGE Light Hazard■0.100gpm/ft2 for 1544.90ft2 HYDRAULICALLY CALCULATED AREA0 1 p`; 2P' 4 3 ; 2 ;, ' 1 SPRINKLER LEGEND Sprinkler Legend Symbol Manufacturer Model Quantity K-Factor Type Size Response Finish Temperature Victaulic V2704 54 5.6 Upright '/x Quick Brass 155°F Victaulic V3302 8 5.6 Pendent '/ Quick White 155°F Total=59 1 ISSUED FOR APPROVAL 3/16/18 VM DESCRIPTION DATE BY METRO FIRE PROTECTION 150 JERUSALEM AVE. MASSAPEQUA, NY TEL 516-223-1941 F. 516-223-1482 THREES BREWING EAST LOT 2 CUTCHOGUE BUSINESS CENTER CUTCHOGUE, N.Y. GROUND FLOOR PLAN DWG# PAGE: 2 OF 3 SP-01 CALE: 1/4" = V-0" DRAWN BY-V. MAIELLO ;i -Z APP ��►►.��bb D 7 0 wN OF SDD�D SPRINKLER NOTES 1 . THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, CLEARANCES, POSITION AND 18. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER N.F.P.A. 13. TYPE OF SYSTEM SHALL CONFORM TO NEPA # 13 19. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED. 2. ONLY APPROVED MATERIALS WILL BE USED. SPRINKLER PIPING SHALL BE SUPPORTED BY ROUND WROUGHT IRON U-TYPE OR APPROVED 3. SPRINKLERS WILL BE PROTECTED AGAINST FREEZING AND INJURY. ADJUSTABLE HANGERS PER NEPA #13. 4. INSPECTION AND TESTS OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS PER N.F.P.A. 13. 20. PROVISIONS SHALL BE MADE TO FACILITATE FLUSHING THE SPRINKLER SYSTEM PIPING 5. THE OCCUPANCY OF THE AREAS TO BE SPRINKLERED IN ACCORDANCE WITH N.F.P.A. 13, AND BY PROVIDING FLUSHING CONNECTIONS CONSISTING OF A CAPPED 4" NIPPLE ON THE STATE CODE SHALL BE THOSE SPECIFIED ON THE PLANS SUBMITTED. END OF THE CROSS MAIN AND UNIONS OR GROOVED COUPLINGS ON BRANCH LINES FOR Ra4 � .p a 6. WATER SUPPLY TEST PIPES AND GUAGES SHALL BE PROVIDED AS SPECIFIED IN N.F.P.A. 13. GRIDDED SYSTEMS, AS PER NEPA 13. , P', b _ ,.�4`:�^,avo;rw;. c•._ v "'. s f ,,g:' fid' 4, 3 . 7. PIPING SPEC IFICATIONS,SYSTEM TEST CONNECTIONS, PROTECTION AGAINST CORROSION, DAMAGE, 21 . SPRINKLERS SHALL BE AN APPROVED TYPE AS PER NFPA 13. �.. ..+n...,r'.*Tu.r.w,mr„a«.,,:,,� «•^.-^.._._-"'- .. .«-w.a-, « Y Iia S..• ' _ nY•• •yJ¢ d .. _ w• FITTINGS, VALVES, HANGERS, SPRINKLERS, GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH 22. TEMPERATURE RATINGS SHALL COMPLY WITH SECTION NFPA 13. CODE REQUIREMENTS. .�,r,. _�,,�. __• 23. CLEARANCES BETWEEN SPRINKLERS AND STORAGE OR PARTITIONS SHALL BE AS PER 8. PIPE SCHEDULE SYSTEMS SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. NFPA 13. ,�. • 9. STOCK OF EXTRA SPRINKLERS WILL BE FURNISHED, AND STORED ON SITE. �1 SITE 24. CONTRACTOR IS TO COORDINATE HIS WORK WITH THAT OF OTHER TRADES. ���;�.��, 10. SPRINKLER ALARM WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODE SECTION. 25 HEAT IS TO BE PROVIDED THROUGHOUT THE ENTIRE AREA THAT PIPING, EQUIPMENT LOCATION AND POSITION OF SPRINKLERS WILL BE IN ACCORDANCE WITH � y�• ` 11 . SPACING, L AND HEADS ARE INSTALLED, EXCEPT WHERE OTHERWISE INDICATED ON THE PLANS. CODE REQUIREMENTS. 26. THIS APPLICATION IS NOT FILED AS A RESULT OF ACTIONS BY THE FIRE COMMISSIONER. �fi • -- '� 12. ALL BLIND SPACES EXCEEDING 6 (SIX) INCHES IN DEPTH OR WIDTH, WHICH CONTAINS 27. CONTRACTOR IS TO CAUTION MEN, BOTH VERBALLY AND IN WRITING, AS TO THE DANGERS COMBUSTIBLE MATERIAL WILL BE SPRINKLERED. INVOLVED IN CHOPPING INTO THE SLABS AND FLOOR, DUE TO THE POSSIBLE PRESENCE 13. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA # 13. OF HIGH VOLTAGE FEEDERS AND IN DOING WORK WITHIN AND ADJACENT TO THE ELECTRICAL , 14. DRAINAGE TO CONFORM TO NFPA # 13. CLOSETS ON THE VARIOUS FLOORS FAN ROOMS SWITCHGEAR ROOMS ETC. DUE TO THE N RTH 15. A ONE PIECE REDUCING FITTING OF GOOD DESIGN SHALL BE USED WHEREVER A CHANGE DANGERS CAUSED BY THE PRESENCE OF HIGH VOLTAGE AND CURRENTS PRESENT IN KEY MAF N.T.S. IS MADE IN THE SIZE OF PIPE AS PER NEPA X13. THESE SPACES. 28. SCTM473889L83Sec/ - 3-4N9 16. ALL VALVES ON CONNECTIONS TO WATER SUPPLIES AND IN SUPPLIES TO SPRINKLERS THESE PLANS ARE ONLY FOR THE WORK INDICATED ON THE APPLICATION SPECIFICATION SHALL BE APPROVED OS&Y OR OTHER INDICATING TYPE VALVES. SHEET, ALL OTHER MATTERS SHOWN ARE NOT TO BE CONSIDERED AS PART OF THIS 17. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH APPLICABLE APPLICATION AND ARE NOT SUBMITTED FOR APPROVAL. NO CLAIM IS MADE CONCERNING CODE SECTION. THE LEGALITY OF THE EXISTING OCCUPANCY, CONSTRUCTION OR MECHANICAL FEATURES. NOTE: HUNG CEILING OR SLAB THE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED --SPRINKLER HEAD UNDER A PRESSURE OF 200 PSI FOR TWO HOURS AND ANY BRANCH LINE O DEFECTS OR LEAKS SHALL BE REMEDIED. CAULKING OF --1"x 1" X1/2" REDUCING THREADS SHALL NOT BE PERMITTED. 0 APPROVAL OF AUTHORITIES HAVING JURISDICTION SMALL BE NIPPLE OBTAINED IN WRITING BEFORE FINAL ACCEPTANCE OF THIS DESIGN CRITERIA INFORMATION WORK. PIPING NOTE 1 DESIGN DENSITY - 0 . 10 G . P . M . SQ . FT - 1" DROP NIPPLE PIPE TO BE INSTALLED IS STANDARD BLACK STEEL PIPE 2 - AREA OF A - 1500 SQ . FT. BRANCH PIPE----.-4 IPE MAINS TO BE SCHEDULE 10 WITH GROOVED FITTINGS x 1/2" COUPLING BRANCHES TO BE SCHEDULE 40 WITH THREAD FITTINGS 1" SCHEDULE 40 WITH THREAD FITTINGS. = SQ .RISER NIPPLES TO BE SCH 3 - COVERAGE PER SPRINKLER MAX 100 FT � SIZE, LOCATION AND SPACING OF HANGERS AS PEIR NFPA- 13 2007. AND 4 _ No . OF SPRINKLERS CALCULATED _ 62 HEADS �-SUSPENDED CEILING AS PER MARKED ON PLANS. - ALL EQUIPMENT USED TO BE SUITABLE FOR FIRE SPRINKLER SYSTEM USE. >> >> _ SPRINKLER HEAD 5 K FACTOR - 5 . 6 ORIFICE SIZE - 1 /2 ) (SEE SPECIFICATION & DWG FOR TYPE) CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND UNDERGROUND PIPE" SHALL BE SUBMITTED TO THE FIRE MARSHALL 6 - OCCUPANCY CLASSIFICATION = LIGHT HAZARD PRIOR TO APPROVAL OF THE INSTALLATION. 7 - SYSTEM DEMAND = 189 . 33 @ 28 . 21 PSI SPR.CONTRACTOR SHALL INSTALL ALL REQUIRED SIGNS FOR SPR.SYSTEM. 8 - AVAILABLE SUPPLY = 1755 . 00 @ 32 . 00 PSI HUNG CEILING OR SLAB SPRINKLER SIGNAGE NOTES HYDRAULIC SIGN INFORMATION SIGN INSTALLED AT ALARM VALVE OR DRY VALVE BRANCH LINE (01 FIRE SPRINKLER VALVE ROOM SIGN TO BE PROVIDED 1"x 1" X1/2" REDUCING FDC SIGN WITH 1 " HIGH LETTERS LABELED "AUTOSPKR" 0 r-SPRINKLER HEAD NIPPLE SPRINKLER PIPING SCHEDULE STANDPIPE AND RISERS TO BE BLACK STEEL SCH. 10 WITH GROOVED ENDS WET SPRINKLER MAINS TO BE "BLAZEMASTER" CPVC PLASTIC AS PER NFPA 13 DRY SPRINKLER SYSTEMS TO BE GALVANIZED STEEL SCH. 10 WITH GROOVED ENDS TYPICAL SPRINKLER HEAD INSTALLATIONS EXISTING WF STEEL MEMBER M / _ ��j / Wood Member �✓.r�jam+ f 'C•CLAMP �. CONCRETE ANCHOR HIUI-KW�K BOLT. i SERIES HDI,OR APPROVED EQUAL - INSTALLATION SHALL BE IN ACCORDANCE WITH PLAN VIEW THE MANUFACTURER'S RECOMMENDATION.-METp� AL DECK Coach Screw ROD COUPLING RISER CLAPRod S7EEL RETAING STRAP FLOOR SLAB F Tii COUPLER A.T.Rod 7 / (Length) / Roo(WE AS REQUIRED) I 1 1 SUBMITTED FOR APPROVAL 3-16-18 SJ • • ` I .. a. PIPE Hanger Rigg .` •CLEVIS HANGER Description Date By a METRO FIRE PROTECTION SEALENT SPRINKLER LEGEND 150 JERUSALEM AVE. • t:LEVIs HANGERS REQUIRED ON PIPING LARGER 1•. GENERAL PURPOSE HANGERS ANY BE USED ON PIPING 1.OR SMALLER. MASSAPEQUA fNY SPRINKLER HEAD SYMBOLS MANUFACTURER MODEL TEMP QUANTITY TEL 516-223-1941 F. 516-223-1482 PIPE SLEEVE THROUGH FLOOR SLAB TYPICAL HANGER DETAIL THREES BREWING EAST LOT 2 CUTCHOGUE BUSINESS CENTER O VICTAULIC V2704 155° F 54 CUTCHOGUE, N.Y. COVER SHEET Q VICTAULIC V3302 155° F HDWG# PAGE: 1 OF 3 S P-OO SCALE: NTS DRAWN BY-V. MAIELLO 15-C) D LCI � I DD APR ` 3 2018 TOWN OF SOUTHOLD FIRE MARSHAL USE ONLY A A V SYS V S 9 v s S " A AR y \4 0 R & s c '1/1 0 zo LAC C C -0 G k") N Y JL 9 3 5 iil � C --- --- 0 --N I- C # DATE: BY: REVISIONS: 1 ELECTRONIC ALARM SYSTEMS 51 TRADE ZONE DRIVE 2 3 51 TRADE ZONE DRIVE 4 RONKONKOMA, N.Y. 11779 RONKON KOMA NY 117 5 631-981-1700 • 9 KEY PLAN FIRE ALARM SYSTEM TEL * 631 - 981 - 1700 i FOR j � F & S LLC FAX ,*- 631 - 981 - 1778 104 MILLER PLACE CUTCHOGUE, NY 11935 a EMAIL I@EASLINK . C OM r NOMM ROBERT GRUENER �L „f w /\\ f APS •�A' A = LIC. PROFESSIONAL ENGINEER ' >' ° LICENSE #070457 NYS LIC . 12000080939 j ,!,•'I, :�' DRAWING LEGEND E869-01 TITLE SHEET DRAWN BY: DRAWING #: E869-02 , RISER & NOTES M. COLOMBI E869-01 E869-03 1ST FLOOR & MEZZANINE PLAN DATE: SHEET: 06/20/2018 1 OF 3 SCALE: SIZE: AS NOTED 24"x 36" S Y M B 0 L L E G E N D GENERAL INSTALLATION NOTES: BATTERY STORAGE AREA: SYSTEM SPECIFIC NOTES: SYMBOL DESCRIPTION MODEL �k- n 1. ALL WIRING SHALL BE APPROPRIATELY IDENTIFIED BY PERMANENT WIRE MARKERS AND ARE TO INCLUDE POLARITY CIRCUIT AN AREA IN THE BOTTOM OF THE FIRE ALARM CONTROL PANEL HAS BEEN DESIGNATED AS A BATTERY STORAGE AREA. ENTRANCE 1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (2015 EDITION), FACP FIRE ALARM CONTROL COMMUNICATOR MIRCOM IDENTIFICATION AND DIRECTION OF ORIGIN. OF WIRING INTO THE PANEL MAY NOT ENCROACH ON THIS AREA. INTERNATIONAL FIRE CODE (2015 EDITION), NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (2013 EDITION), AND ANY / #FA30112DDR 01 2. THE LENGTH OF FREE CONDUCTORS AT EACH DEVICE SHALL BE AT LEAST 8" FOR EASY ACCESS TO CONNECTION OTHER RULES, REGULATIONS OR ORDINANCES AS REQUIRED BY THE LOCAL AHJ. TERMINALS. AS WIRING SPECIFICATIONS: 2.SUCH NOISCARBONNG DOES MONOXIDEODETEONTAIN ANY CTORS DEVICES BEPROVIDEDBY GEOTHERMAL HEAT FAC SOLE PATH CELLULAR COMMUNICATOR NAPCO 3. ALL SPLICES SHALL BE PROTECTED IN JUNCTION/SPLICE BOXES. 01 THE FOLLOWING INFORMATION REPRESENTS MINIMUM ACCEPTABLE SIZE AND RATING OF WIRE USED FOR A TYPICAL SYSTEM, BY PUMPS. #SLECDMA-CFB-PS 4. ALL JUNCTION, SPLICE AND PULL BOX COVERS SHALL BE PAINTED RED. 3. FACP SHALL REPORT ALL SIGNALS TO A U.L. LISTED CENTRAL STATION VIA COMMUNICATION METHOD COMPLYING WITH MIRCOM CIRCUIT TYPE. PLEASE SEE RISER DIAGRAM DRAWING FOR ANY SPECIAL REQUIREMENTS. 5. ALL CIRCUITS SHALL TEST FREE FROM GROUNDS AND CROSSES BETWEEN CONDUCTORS. 6. ALL CONVENTIONAL CIRCUITS SHALL BE TESTED FOR PROPER E.O.L. RESISTANCE. SECTION 907.6.6 OF THE INTERNATIONAL FIRE CODE (2015 EDITION) AS ADOPTED BY NEW YORK STATE. F] MANUAL ACTION PULL STATION 01 GROUND #12 AWG THHN 4. ACTIVATION OF ANY DUCT SMOKE DETECTOR SHALL RESULT IN A SUPERVISORY CONDITION BE REPORTED TO THE FIRE IIS-71OU ALARM CONTROL PANEL ALL REMOTE ANNUNCIATORS AND TO THE REMOTE SUPERVISING STATION CENTRAL STATION PER 7. ALL AHU'S WITH A CAPACITY OF 2000 CFM OR GREATER ARE REQUIRED TO HAVE DUCT DETECTORS INSTALLED ON RETURN PRIMARY POWER 12 AWG THNN . ( ) SIDES. ON AHU'S 15,000 CFM OR GREATER SUPPLY AND RETURN SIDE DUCT DETECTORS ARE REQUIRED. DUCT # INTERNATIONAL FIRE CODE (2015 EDITION) SECTION 907.3.1. PHOTOELECTRIC SMOKE MIRCOM DETECTORS SHALL NOT BE REQUIRED WHEN ALL PORTIONS OF THE BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM INITIATING CIRCUIT #18/2 AWG FPL/FPLP 5. ALL HVAC UNITS SHALL SHUT DOWN UPON ANY BUILDING FIRE ALARM CONDITION. RESTART OF FANS SHALL BE BY DETECTOR #2WB 01 ARE PROTECTED BY SYSTEM CONNECTED AREA SMOKE DETECTORS IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE AND SLC CIRCUIT #18/2 AWG FPL/FPLP MANUAL MEANS AND BE INDEPENDENT OF SYSTEM RESET. NEPA 72 - NATIONAL FIRE CODE. NAC CIRCUIT #16/2 AWG FPL/FPLP 6. REMOTE INDICATING LIGHTS SHALL BE MOUNTED IN IMMEDIATE VICINITY OF ALL CONCEALED SMOKE, HEAT AND DUCT CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 8. ALL AREA SMOKE/HEAT DETECTORS ARE TO BE MOUNTED DIRECTLY TO THE CEILING/DECK ABOVE. IN AREAS WHERE ANNUNCIATOR #16/2 & 18/2 AWG FPL/FPLP DETECTORS. (CODE 3)HORN/STROBE #P2RL 03 JOISTS ARE 8" OR LESS DETECTORS MAY BE MOUNTED ONTO THE BOTTOM OF THE JOISTS. 7. NOTIFICATION APPLIANCES SHALL BE SYNCHRONIZED TEMPORAL-3 PATTERN HORN WITH SYNCHRONIZED STROBE PER NFPA/ADA/ANSI REQUIREMENTS. STROBE CANDELA SETTINGS SHALL BE AS INDICATED ON DRAWINGS. CD 9. AUTOMATIC DETECTORS SHALL NOT BE INSTALLED WITHIN 3 OF ANY AIR REGISTERS OR PADDLE TYPE CEILING FANS. CONDUCTERS INSTALLED THROUGH AREAS DESIGNATED AS AN AIR PLENUM MUST BE RATED FOR SUCH USE (TYPE FPLP OR 8" AUDIBLE/VISUAL NOTIFICATION APPLIANCES SHALL BE SIMULTANEOUSLY DEACTIVATED UPON SYSTEM SILENCE PER NEPA 72 SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 03 10. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 720, NFPA 72 AND LOCAL ORDINANCES. EQUIV.) EXCEPT WHEN RUN IN METAL CONDUIT. 2013 EDITION SECTION 10.13.2. nC (CODE 3)HORN/STROBE (CEILING MOUNT) #PC2RL 9. ALL MANUAL PULL STATIONS LOCATED IN PUBLIC AREAS OR AREAS WHERE THEY MAY BE SUBJECT TO IMPACT DAMAGE ,CD SYSTEM SENSOR SHALL BE FITTED WITH PROTECTIVE SOUNDING COVERS. O SYNCHRONIZED STROBE (CEILING MOUNT) 03 10. THE DEDICATED FACP BRANCH CIRCUIT BREAKER PANEL LOCATION AND NUMBER AND CENTRAL STATION ACCOUNT NUMBER #SCRL SHALL BE LABELED INSIDE FACP DOOR. 11. NEAREST INTERSECTION: MILLER PLACE & COX LANE �CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR 01 12.* N.Y.S. LICENSE #:12000080939, CONTACT: MICHAEL COLOMBI y�, (CODE 3)HORN/STROBE (WEATHER PROOF) #P2RK Fp-sl SPRINKLER ALARM PRESSURE SWITCH F.B.O. 01 VS SPRINKLER VALVE SUPERVISORY SWITCH F.B.O. 02 ZONE 12 SPARE CIRCUIT FOR FUTURE USE LP SPRINKLER LOW PRESSURE SWITCH F.B.O. 01 ZONE 11 SPARE CIRCUIT FOR FUTURE USE LT LOW TEMPERATURE DETECTOR POTTER 01 WATERFLOW ALARM BELL SYSTEM SENSOR 01 ZONE 10 SPARE cmcvrr FOR FUTURE USE mv #SSM2410 ZONE 9 SPARE CIRCUIT FOR FUTURE USE FEO--Ll END OF LINE RESISTOR N/A t0 ZONE 8 SPARE CIRCUIT FOR FUTURE USE NOTE: 1. QUANTITIES SHOWN ARE FOR THIS SHEEP ONLY. ZONE 7 SPARE CIRCUIT FOR FUTURE USE 5/12 PITCH PER ZONE 6 LT EOL SOUTHOLD ARC LOW TEMPERATURE SUPERVISORY SWITCH ZONE 5 LP EOL Oro- LAW PRESSURE SUPERVISORY 3W1TCH 5-1/2"20 GA 1. ZONE 4 VS VS STUDS EOL O.C.o.c. VALVE SUPERVISORY SWITCHES ZONE 3 PS EOL M EOL �I WATER FLAW PRESSURE SWITCH V ZONE 2 ri EOL OFFICE MEZZANINE 75CD 75CD 75CD MAIN ENTRY T /30CD /30CD ,30CD EOL LIVEC / \ / C / ZONE 1 ELECTRICAL RM. _ ON RATED NON RATEDSM 9 - FACP SUSEED CEILING SUSPENDED CEILING 75CD 75CD ESTROOM RESTROOM b EOL NOTEI NO FOSSIL FUEL BURNING 1 #12THHN APPLIANCES SHALL BE USED IN 214THHN FAC BUILDING, THEREFORE NO 12 BRAACNCHCKT. CARBON MONOXIDE DETECTORS 75CD 75CD = GROUND EOL 1 #12THHN - HAVE BEEN INSTALLED, GROUND TO CENTRAL STATION AS REQUIRED BY INTERNATIONAL FIRE CODE(2015 EDITION)SECTION 907.6.6. SINGLE PATH RADIOS SHALL CHECK IN AT LEAST ONCE EVERY 60 MINUTES. THE NAPCO SLECDMA,-CFB-PS RADIO SHALL TRANSMIT ALL FACP SIGNALS TO A U.L.APPROVED CENTRAL STATION. # DATE: BY: REVISIONS: 99 99 3 1 RISER DIAGRAM SECTION A 2 1 4 SCALE : N.T.S . SCALE : N.T. S . 5 6 ee G CEILING ABOVE Gaa,`. �ee�� ELECTRONIC ALARM SYSTEMS ,ems `oma °� ��G�a� °� �` `deal e�eo�O 51 TRADE ZONE DRIVE RONKONKOMA, NY 11779 `6 �J�G*a P����J�o\� nc'ey\ae e�QJe°�eaO 631-981-1700 NOTIFICATION APPLIANCES NOT CLOSER THAN 6" TO CEILING CARBON MONOXIDE DETECTOR °ta e� �eP� �e�-<, WALL OR CEILING MOUNT + WALL OR CEILING MOUNT ,dei a`10 �o Q\ e� ��� �e�� e° e v aA`e� �GQ\e� �QC'Pt'Q\ ems` �e�5r oea� �e�`°� �,°° FIRE ALARM SYSTEM PJ awe Q a� F Q- Q° o� a �N 40 °�� �Ga� F O R N 5`�'`` �\e°��\ -- F & S LLC PULL STATIONSYSTEM INPUT: 104 MILLER PLACE CUTCHOGUE, NY 11935 C 1 MANUAL PULL STATION • • • FIRE ALARM 6'-8f, 2. SMOKE DETECTOR AFF CONTROL PANEL 5'-10" 3. HEAT DETECTOR • • . ;. .�;: AFF 4. SPRINKLER ALARM PRESSURE SWITCH ROBERT GRUENER, 49-O 49-011 5. SPRINKLER VALVE TAMPER SWITCH a • AFF 6. SPRINKLER LOW AIR PRESSURE SWITCH • . LIC. PROFESSIONAL ENGINEER " 7. SPRINKLER LOW TEMPERATURE SWITCH • • LICENSE #070457 FINISHED FLOOR 8. NOTIFICATION APPLIANCE CIRCUIT SHORT 0 9. GROUND FAULT 0 10. OPEN CIRCUIT 0 0 11. LOW BATTERY 0 • 12. FACP POWER FALIURE DRAWN BY: DRAWING #: M. COLOMBI E869-02 TYPICAL MOUNTING HEIGHTS. SEQUENCE OF OPERATION MATRIX, DATE: SHEET: 06/20/18 2 OF 3 S CALE: N.T. S. S CALE : N.T. S . SCALE: SIZE: AS NOTED 24"x 36" S Y M B 0 L L E G E N D SYMBOL DESCRIPTION MODEL ga ` FACP ARE ALARM CONTROL/COMMUNICATOR MIRCOM 01 fA30112DDR FAC SOLE PATH CELLULAR COMMUNICATOR NAPCO 01 #SLECDMA-CFB-PS ad it IVJ.S a MANUAL ACTION PULL STATION MIRCOM 01 Q O F wo, SIS-710U xa S DETECTOR #2WB 01 L-----------------------------------J o vvs CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR �. LAV 3 (CODE 3)HORN/STROBE #P2RL 03 u LT STORAGE I Z CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR w c (CODE 3)HORN/STROBE (CEILING MOUNT) #PC2RL 03 OFFICEIr W %O\cD SYNCHRONIZED STROBE (CEILING MOUNT) S#SCRLM SENSOR 03 IW mCD m fficz OO IL=a , F CD SYNCHRONIZED TEMPORAL PATTERN SYSTEM SENSOR O1 ffi I Z 7�D yp (CODE 3�i0RN/STROBE (WEATHER PROOF #P2RK Z wo, ° ° °� � 7WD MEZZANINE MEZZANINE IW �� OFFICE LL STORAGE P S SPRINKLER ALARM PRESSURE SWITCH F.B.O. 01 Z o 750 F. LAV. M. LAV. ffi"�° vs SPRINKLER VALVE SUPERVISORY SWITCH F.B.O. 02 Z(!A A A o.cn � �� LP SPRINKLER LOW PRESSURE SWITCH F.B.O. 01 WALL TO ROOF ° LT11 VFF 1 11 11 1 1 11 11 11 LOW TEMPERATURE DETECTOR P#ROTTSiECR 01 N O I S SYSTEM SENSOR F WATERFLOW ALARM BELL Ot V #SSM2410 Eol END OF LINE RESISTOR N/A 00 NOTE: 1. (QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. N❑TEi NO FOSSIL FUEL BURNING NOTEi NO FOSSIL FUEL BURNING APPLIANCES SHALL BE USED IN APPLIANCES SHALL BE USED IN BUILDING, THEREFORE NO BUILDING, THEREFORE NO CARBON MONOXIDE DETECTORS CARBON MONOXIDE DETECTORS HAVE BEEN INSTALLED, HAVE BEEN INSTALLED, 00 00 Ci PROPOSED BREW PROPOSED BREW FACTORY FACTORY OCCUPANCY TYPE "F" OCCUPANCY TYPE 711 # DATE: BY: REVISIONS: 1 2 3 4 5 6 7WD - -- Mc1 — — — — — — — — — — — — — — — — -- -- — � — — — — — — — — — — — — — — — — -- ELECTRONIC ALARM SYSTEMS 51 TRADE ZONE DRIVE RONKONKOMA, NY 11779 631-981-1700 M FIRE ALARM SYSTEM FOR UTILITY w°' F & S LLC '4 104 MILLER PLACE CUTCHOGUE, NY 11935 �c FACP FAC F` 1 ROBERT GRUENER = � ELECTRICAL LIC. PROFESSIONAL ENGINEER LICENSE #070457 — — ----------------------------- ----------------- — — '------------------------------- p --_—_---___--_—_---____------ � — — � — � — — � � — _ — � — —_ — — � M • R�'Fe oi'1,�1�"'�,P�ro'4• Q O O O DRAWN BY: DRAWING #: M. coLOMBI E869-03 DATE: SHEET:N MEZZANINE PLAN IST FLOOR 06/20/18 3 OF 3 2 SCALE: SIZE: SCALE : 3/16 = 1 _ 0 " SCALE : 3/16 — 1 — 0 AS NOTED 24 X 36 _ V - rt _ = i �0 - - - -, i W -d-r- O ' x rn N ( NOTES : FOUNDATION MARRIED TO PLANS PREPARED BY ERIC NICOSIA DATED 9 - 22 - 16 0 " oz - ioo'-Yo„ ._._ _ -_ - - -- - U w C 0 1 1, 25'-0" >d� -: 25-0 _ — w_ 251-0"_ _ _ —_� _ 25-0" _ _ --_-- — - - - ,r- Q W -0 ° N ` _.l °= O ao. I 7 rG % a. O-► O CD 10 Lo 18'-2" 5-0 20'-0 '7(` 5-0' � 20'-0" 5-0 18'-2" cr- cli LLJ I i•. I / r I � ( � I N I 00 Is z F— w � 2- (n U CD Y I - Q cn W wo z V � J- I o - m z w w m K U C..`) L_ v) O O j UJ W ~ C) PC) -, ................ - _ _ 00 co_._ _ CD S LAE ON GRADE I -i DRAWING METAL BUILDING I ' A-j FOUNDATION i PLAN (— 24'-2 1/2- Rb /2"R �— :0% r ' x l . 1 0 I F Oro • ^.: I .. ..I':1•v �.. — T.O. F. — +55.5 I ; � ISSUE . I O I NO. DATE I I — r 1 1.18.17 • T.O . F. — + 63 2 1.19.17 � I I 3 2.27.17 r oo I I i RETAINING WALL ( I I I FOUNDATION KEY J I -0 18-2 —_ _ 5'-0 20 v� -__ 5-0 _20_-0 __ __. 5-0 18'-2" 5'-0' ICID l -00I co DATE CD Ltcl�Lf - - - - - - - - __lbf I I J) 2.27.17 le 77'-0" __. _.. 6'-0" 17'-0" SCALE 100'-0".___ ___________._____.�.__._______.__ __ ___- ___.___.._-.____.�._ __ __.�______ -,,- .w . _•. . OF NEb�,y0 co DREW B.RMNMNIm, �� C DRF FOUNDATION PLAN SHEET 0757 �� SCALE: 1/4"=V-0" -0n \� • °',;"a /'' Ro�Ess r CLL- N N It ro -t r, O ter ' =3 x� � CCNJ m ►N Oz � o w - - - - �_ - - �= O \ L 4--+ O N IY W 0 C C) M� I MW �! W ci iD I N W Q � Y T. O . F. = + 63 UJ (n GRADE _ + 62 -��- - - - - � � Lu >- z (nW (2)#5 TOP LAP :D W m z V=#5@47"O.C. W W m H=#5@24"O.C. CD 0 Cn O O W = _ W C) C) F. F. E _ +55 T.0. F. = +55. N - - ADE — +54. 3 (8)#5 DOWELLS (8)#5 DOWELLS ' to -� '' (7)#3 TIES I(2)#3 TIES 0 i (2)#5 BOTTOM LAP #5 BARS AT 12" #5 BARS AT 12" 2)#5 BOTTOM LAP E.W.,T&B E.W.,T&B CD (D_jECT'o' 5' o" DRAWING 0 A-A SCALE. 114"= 1'-o" METAL BUILDING -- - -- FOUNDATION DETAILS I to N T.O. F. = + 63 GRADE = + 62t - -- --- - - (2) 62 - _- -- - -(2)#5 TOP LAP V=#5 @ 47"O.C. ISSUE H=#5 @ 24"O.C. N0. DATE 1 1.18.17 8"P.C.WALL 2 1 1917 0 3 2.27.17 T.O. F. _ _ +55. •' GRADE _ +54.83 2)#5 TOP LAP = o to Lo V=#5@47"O.C. Lo (2)#5 BOTTOM LAP 2)#5 BOTTOM LAP (3)#5 CONTINUOUS O _ O _ (3#5 CONTINUOUS —+ (D__fESTFOUNDATION WALL DETAIL EAST FOUNDATION WALL DETAIL DATE SCALE. 114"= 1'-0" J SCALE: 1/4"= 1'-0" 2.27.17 SCALE 0� NEW 1"0 ,�!', �� r' \ jPDRE1N 8 9ENNET7 �•� P�%lt'F l` NTS t r rr SHEET 0757 90�ESS -' == S2 O 1. EXCAVATION AND BACKFILL: 3. WATERSTOPS: 3 #5 REBAR$PLACE AFTER L" A. ALL WATERSTOPS SHALL BE ACID RESISTANT. 6" WATERSTOPS SHALL SLAB MAT IS IN PLACE. LAP N A. BACKFILL IN 6" LAYERS WITH HAND TAMPING OR 8" LAYERS WITH BE GREEN STREAK DUMBBELL WITH CENTER BULBSTYLE 756 OR EQUAL. W/HAIRPIN"BY 2'-6" 1. DESIGN LOADS: C MACHINE TAMPING TO A DENSITY OF 95 PERCENT OF MAXIMUM ACCORDING TO AASHTO T-180. ALL FOOTINGS SHALL BE SOIL BEARING PRESSURE - 3,000 PSF 0) ^ PLACED ON UNDISTURBED SOIL. 4. VAPOR BARRIER: BUILDING WALL DEAD LOAD 3 PSF c: LL_ WIRE MESH SNOW LOAD - 25 PSF W A. 1 LAYER OF 6 mil POLYETHYLENE VAPOR BARRIER REQUIRED. T.O.C. CURB EL. 000.0 N N B. EXCAVATION FOR FLOOR SLABS AND FOOTINGS SHALL BE ( ) 1/2"PRE MOLDED WIND LOAD - 130 MPH, 3 SEC GUST PERFORMED TO NEAT LINES FOR THE LEVEL AND DIMENSIONS EXP.JOINT STEP EXPOSURE B C � � SHOWN ON PLANS. SLOPE 6" O = � 5. EQUIPMENT AND TANKS: 6" FIELD BEND HAIRPIN 2. FOUNDATION DESIGN IS BASED IN THE FOLLOWING FRAME REACTIONS: N x, N C. SUITABLE MATERIAL REMOVED FROM THE EXCAVATION SHALL BE AFTER STRIPPING REUSED IN THE GRADING AND BACKFILLING AROUND STRUCTURES. A. THE CONTRACTOR SHALL COORDINATE EQUIPMENT TANK ANCHOR BOLT �'�"SQ PIER PIER FORMWORK C O f� / 2 FOAM BOARD INSULATION STEP VERTICAL: -25kips O m PATTERNS WITH EQUIPMENT/TANKS SUPPLIER AND VERIFY FOUNDATION �- GEOMETRY WITH RESPECT TO ACTUAL EQUIPMENT/TANK ANCHORAGE o O HORIZONTAL: -12kips U O Z D. THE SITE SHALL BE CLEARED OF ALL UNSUITABLE MATERIALS, REQUIREMENTS AND DIMENSIONS PRIOR TO ANY FABRICATION OR I 2-6 LAP #5 REBAR 7'-6"LG. -2kips CL Lo SUCH AS FILL OR ORGANIC MATERIALS. CONSTRUCTION OF EQUIPMENT TANK FABRICATIONS. "' �"rP.I 6 d� CAST INTO PIER THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DEPICTING FOUNDATION U p ANY UNDERCUT SHALL EXTEND A MINIMUM DISTANCE OF FIVE FEET / 2 HIGH COMPRESSION BEYOND THE BUILDING WALL LINES OR AREAS REQUIRING STRUCTURAL FOAM BOARD INSULATION DESIGN SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE > FILL. OF NEW YORK TO PE FOR APPROVAL. w Q v 24"X12" P.C. FOUNDATION1--T-0- TYPD P� 6. STEELWORK: (3) #4 CONT. W o N !LLSEE ARCHITECTURAL PLANS = p 2. CONCRETE: A. CONTRACTOR SHALL SUBMIT DETAILED LAYOUT AND SPECIFICATIONS FOR ALIGNMENT WITH FOUNDATION WALL L_+, O OF ALL REINFORCING STEEL TO THE CONTRACTING OFFICER PRIOR TO _ U) I A. ALL CONCRETE WORK, 60TH PLAIN AND REINFORCED, SHALL BE IN PLACEMENT FOR REVIEW AND APPROVAL. ACCORDANCE WITH THE LATEST A.C.I. SPECIFICATIONS. WALL SECTION � HAIR PIN DETAIL c �w o B. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. DESIGNATION 1 3 ►� �' B. ALL STRUCTURAL CONCRETE SHALL HAVE COMPRESSIVE A-615, GRADE 60. SCALE:AS NOTED STRENGTH OF 4,000 P51 IN 28-DAY TEST. SCALE:AS No N m j C. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4" X 3/4" UNLESS C. WELDED WIRE MESH SHALL CONFORM TO A.S.T.M. DESIGNATION OTHERWISE NOTED. m A-185. #4 BAR HAIRPINS Q D. ALL PIPE SLEEVES, CONDUITS, FLOOR BOXES, FRAMES, ETC. SHALL D. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 40 BAR EXPANSION JOINT CAST IN PEDISTAL BE PLACED BEFORE CONCRETE IS POURED. DIAMETERS WHEN SPLICED EXCEPT AS NOTED. ,- COLUMNS LOCATE COLUMN BASE PLATE COMPACTED BASS PER PRE-ENGINEERED E. ALL STRUCTURAL STEEL SHALL BE A.S.T.M. A-36 AGGREGATE (TYP) BUILDING ANCHOR BOLT COLUMN FOOTING E. ALL OPENINGS THROUGH CONCRETE SHALL BE WATERTIGHT. LAYOUT SHOP DRAWING ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN F. ALL METAL BUILDING ANCHOR BOLTS, DOWELS, ETC. SHALL BE PLACED F. ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS. � BASE PLATE AND ANCHOR BEFORE CONCRETE IS POURED. 6" BOLT SIZE BY BUILDING 5P—Olt G. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION o"o"o"o o"o"o"o"c MANUFACTURER G. CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT LOCATIONS WITH OF THE STRUCTURAL WELDING CODE. 6" °o°o°o°o°o°o°o°o( _ EQUIPMENT MANUFACTURERS BEFORE SETTING, AFTER CONCRETE IS POURED. o_°_o_o_o_o_o_o_< co " H. ALL ANCHOR BOLTS SHALL BE A.S.T.M. A-307. o �; Of Ld H. MINIMUM CONCRETE COVER FOR ALL REINFORCING IS 3 EXCEPT AS NOTED. I. FIELD BENDING OF REINFORCING STEEL IS ACCEPTABLE. (8)#5 DOWELLS 8"P.C.WALL U) I I P- I. THE CONTRACTOR SHALLCOORDINATE WITH THE EQUIPMENT 5,_0„ o ED SUPPLIERS AND VERIFY THE GEOMETRY OF THE FOUNDATIONS (2)#3 TIES WITH RESPECT TO ACTUAL EQUIPMENT DIMENSIONS PRIOR TO ANY COLUMN PEDESTAL Q Y FABRICATION OR CONSTRUCTION OF EQUIPMENT FOUNDATIONS. • I o 0 W � J. CONCRETE FLOOR SURFACES SHALL BE SLOPED MAX 1/8 INCH #5 BARS AT 12" SQUARE PER FOOT SO THAT WATER WILL DRAIN TO THE TRENCH DRAIN E.W.,T&B Z AND SUMP. 5'-0" SQUARE 1/2"AT PIER FILLERPERMOLDED JOINT FOUNDATION, WHERE FLOOR W m z K. SLABS SHALL HAVE TROWEL FINISH. GRADE WALL AND BUILDING COLUMN PIERS SHALL HAVE CLASS B FINISH. SEE ARCHITECTURAL PLANS Er W LL.I SEE ARCHITECTURAL PLANS CONTACTS COLUMN FOR ALIGNMENT WITH FOUNDATION WALL m :D L. EQUIPMENT AND TANK PAD LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL FOR TOP OF PIER AND TOP OF SLAB ELEVATIONS VERIFY FINAL LOCATIONS BEFORE CONSTRUCTION. W O O M. ALL REINFORCING STEEL. WILL BE 60 ksi 2 COLUMN PIER SECTION CORNER COLUMN PIER DETAIL W W SCALE:AS NOTED SCALE:AS NOTED Z U U I— O DRAWING METAL BUILDING FOUNDATION DETAILS ISSUE NO. DATE 1 1.18.17 2 1.19.17 3 2.27.17 DATE 2.27.17 SCALE o)F NE�'Y us BENNETT NTS . �;"�;:t,..�. . . ,T , ,;.� r �yc.•� � SHEET 1 " `nF0 4757 ,. .. . . { B i N _C LLJ N N - } - E rq- r-_ OO_ x C O m� ►'7 f. cjz (p A � oc A 0-p Q F to uj -o N N �= O :- I X- 0+' O +r = c I O� [Ifw 0 o 0 25-0" (D ro m � CD RETAINING WALL#1 PLAN SCALE: 1/4" = 1'-0" w 42"FENCE BY OTHERS w Q U Y GRADE----60 - W ((! O C3 z >- Z � � w "O"BARS=#7 @ 18"O.C.-./ Dm Z W W W� "L-W"BARS=#4 @ 12"O.C-/11 '.- � � O 2"PVC WEEP HOLES to m U, U @ 6'0.C. I o (n O O W = _ W G DE_+54.83 2"MIN 0 0 2 U U "D"BARS=#4 @ 18"O.C. ~ N 2'-10" M M = O.C. - __-_ — — — — — — — — ____ — ____ _____ _._..._ _.___ _..___ __..._.. ___ � .�.. — — ______ __ .• — — _____. — ______ �... - "P"BARS #6 @ 18" � 2"MIN ~ "L-B"BARS=(5#5 5-6" RETAINING WALL SECTION-A SCALE: 1/4" = 1'-0" DRAWING RETAINING WALL #1 DETAIL ISSUE NO. DATE 1 1.18.17 2 1.19.17 3 2.27.17 42"FENCE BY OTHERS -OPMOE-=fro- "O"BARS=#7 @ 18"O.C. 2"MIN "L-W"BARS=#4 @ 12"O.C. io 2"PVC WEEP HOLES o DATE GRADE=54.83 0 "D"BARS=#4 @ 18"O.C. 2,27,17 2"MIN "P"BARS=#6 @ 18"O.C. O SCALE _ - "L-B"BARS=(5)#5 4- 5'-6" fi. P��OF NES y _ _�- O - '' j DRENV B BEM1'NETT �� AS NOTED RETAINING WALL SECTION-13 SCALE: 1/2" = 1'-0" SHEET 0757 RaFEss S4 i N N C .� LL- 11-1 w -.I- 0) n .14r- o N x0) rn COv U m> c I pz � a co U o^ > a� Ev Wo= N 0 0 L--1--j I .�..; = U)++ 0 0 Orw o rn x � I o m 31 -6 1/2" co - 14 w 4-1---, Z wi 00 Y >- w z in D w _ - w w -- 24'-2 1/2" 61-8" O U uJ uJ= U U 01 �=r = o 0 _.GRADE=60 - --- T. O. F. — - + 55. 5 2"PVC WEEP HOLES 8" @6-O.C. DRAWING o "O"BARS=#4 @ 9"O.C. GRADE=57 2"PVC WEEP HOLES T.O . F. _ + 63 "L-W"BARS=#4 @ 12"O.C. @ 6'O.C. "D"BARS=#4@9"O.C• GRADE=54.83 I CD 1 -6 =. TA RETAINING "O"BARS=#4 9"O.C. o I 3 .:_-4-1 "P"BARS=#4@9"O.C. _ -- N $ : ). .; .-1 .i{;_ .: o-s - = O.C. 5 4 I �.. -. _� ...��.. _... _.. .. _.,.,...._. ...__,,...a. - WALL #2 DETAIL "L W"BARS #4 @ 12"O j ', iv L ( ,� " RETAINING WALL o - _ - - 3'-5" "L-B'"BARS=5 "D"BARS=#4@9"O.C. -,�-�1 -6 "P"BARS=#4@9"O.C. t.. 00 ,- C-4 "L-B"BARS=(5)#4 T 4Lo FOUNDATION KEY RETAINING WALL #2 SECTION-Cl -_ 5'-0' � J SCALE: 1/4" = 1'-0" — - o00 ' r - = ISSUE . L. I _ y NO. DATE ��''•' � = 1 1.18.17 2 1.19.17 3 2.27.17 D - GRADE-;_60_ 2"MIN 8" 2"PVC WEEP HOLES 7P-4" @6'O.C. 4 GRADE=57 "O"BARS=#4 @ 9"O.C. o 2"PVC WEEP HOLES @ 6'0.C.-"-, "L-W"BARS=#4 @ 12"O.C. N GRADE=54.8 0 "p"BARS=#4 9"O.C. "D"BARS=#4@9"O.C• 1' 6" \ "P"BARS=#4@9"O.C. o C) "L-W"BARS=#4 @ 12"O.C. ------- - -. -__-___ __ __ o "D"BARS=#4@9"O.C. "L-B"BARS=(5) _ - DATE I 3'-5"° i "P"BARS=#4@9"O.C. - -_ I o o _ j - _L-B"BARS=(5) 3'-5,.,: 2.27.17 J SCALE OF NE RETAINING WALL#2 SECTION-D RETAINING WALL #2 PLAN �.P o� SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" `'f' . "' ID eEnlr AS NOTED r t urr 1,+,?. ; y� SHEET cc�j 0757 ES9d� S 4 �� - S5 �O' 4 APPR VED AS NOTED ELECTRICAL INSPECTION REQUIRED DATE: B.P.# S� NOT41FEE BY: TRUSS PLACARDING REQUIRED NOTIF BUILDING DEPARTMENT AT F B 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING P"Ll l0'BER CERLTI�'I -A TION 3. INSULATION ;4I1N�EAD CONTENT BEFORE 4. FINAL - CONSTRUCTION MUST CERTIFICATE OF OCCUPA^!C;y BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WA TF--,-' REQUIREMENTS OF THE CODES OF NEW SUPPLY SYSTEM CANNOT YORK STATE. NOT RESPONSIBLE FOR EXCEED 2/1.0 OF I% LEAU. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF PUJmJ'BING_ NEW YORK STATE & TOWN CODES ;ALL PLUMBING WASTE WALINES NEE AS REQUIRED AND CONDITIONS OF `k & BEFORE COVER T�STID. ING NGG SOUTHOLD TOWN PLANNING BOARD SMTR D TOWN TRUSTE DO NOT PROCEED WITH FRAMING UNTIL SURVEY N.Y.S. C OF FOUNDATION LOCATION HAS BEEN APPROVED OCCUPANCY OR USE IS UNLAWFULfiRE INSPECTION WITHOUT, CERTIFICATE REQUIRED BEFORE OF OCCUPANCY :OVENING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. GENERAL NOTES 2015 NYS CODE ANALYSIS I 10 EGRESS SIZING-STAIRWAYS B1005.3.1 0.3"X6 PERSONS=1.8"MIN 48"STAIR PROVIDED MEZZANINE EGRESS SITE DATA d o& BUILDING AREAS: SQFT IEGRESS SIZING-OTHER B1005.3.2 0.2"X35 PERSONS=7"MIN 36"DOORS PROVIDED I EXCEEDS MINIMUMS 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS&SPECIFICATIONS. GROSS BUILDING AREA 6 500 MEZZANINE:812 SQFT NOT A STORY CONTINUITY 81005.4 MAINTAIN TO PUBLICWAY SIZE NOT REDUCED SIZE CONTINUITY TO PUBLIC WAY OWNER: 2.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING I COVERED ENTRY 1 48 j DISTRIBUTION,CONVERGENCE,ENCROACHMENT,PROJECTIONS COMPLY WITH MINIMUMS F & S. LLC. CODE OF THE STATE OF NEW YORK. NUMBER OF EXITS- TBL. 1006.2.1 TWO REQUIRED THREE PROVIDED 538 EDWARDS AVENUE # TOPIC SECTION REQ.OR ALLOWED ACTUAUPROPOSED COMMENTS BOILER ROOM B1006.2.2.1 ONE REQUIRED ONE PROVIDED LESS THAN 500 SQFT AREA(145 SQFT) CALVERTON, N.Y. 11933 3.DEVIATION FROM THESE PLANS,UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE ARCHITECTS CERTIFICATION F FIRE ACCESS ROAD FC 503.1 REQUIRED PROVIDED ACCESS ROAD PROVIDED REFRIGERATED STORAGE 81006. AND IS A VIOLATION OF NYS LAW.DRAWINGS ARE THE COPYRIGHT OF THE ARCHITECT. F ADDRESS IDENTIFICATION FC 505.1 REQUIRED 4"X1/2"LETTERING IDENTIFICATION TO BE PROVIDED . ONE REQUIRED ONE PROVIDED LESS THAN 1000 SQFT AREA(812 SQFT) EGRESS FROM STORIES TBL.10061 TWO REQUIRED TWO PROVIDED LESS THAN 500 OCCUPANTS 4.THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY,PRESENCE,PREVENTION,REMOVAL OR HANDLING OF SINGLE EXIT-MEZZANINE B FLOOD HAZARD B 1603.1.1 NOT APPLICABLE ZONE X NOT IN FLOOD HAZARD AREA TBL1006.3.2 ONE REQUIRED ONE PROVIDED LESS THAN 29 OCCUPANTS&75'TRAVEL _ PROPERTY INFORMATION: LOT 2 CUTCHOGUE BUSINESS CENTER SUBDIVISION ASBESTOS,HAZARDOUS MATERIALS,GASSES,FUMES,MOLD AND OR MILDEW. 3 OCCUPANCY CLASSIFICATIONS 6302 306.3 F-2 FACTORY F-2 BREWERY BEVERAGES UP TO 16%ALCOHOL CONTENT EXIT ACCESS CONFIGURATION 61007,1.1 1/2 OF 118'=59'MIN. 100'PROVIDED EXCEEDS 1/2 OF MAX DIAGONAL DIM. COX LANE. CUTCHOGUE, NY 3 WITHIN SAME TENANCY 8508 MIXED OCCUPANCY OFFICE/STORAGE S-2 STORAGE/GROUP B OFFICE EXIT ILLUMINATION B1008.1 REQUIRED PROVIDED NOT LESS THAN 1 FC AT FLOOR 5.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS,TECHNIQUES,SEQUENCES, 3 REQUIRED PROVIDED COMPLY WITH 1008.3.2-1008.3. PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM INI CONNECTION WITH THE WORK.THE ARCHITECT SHALL NOT BE STORAGE QUANTITIES AND USE OF PRE-CRUSHED PACKAGED MALT/GRAIN NOT TO EXCEED THE TABLE 307.1(1)MAXIMUM ALLOWABLE QUAINTITY EMERGENCY LIGHTING POWER B1008. LOT 2 SCTM#: 1000-083-03-4.9 RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS. PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD:TO BE BASED ON REPORT IN CONFORMANCE WITH.414.1.3. ACCESSIBLE EGRESS B1009.1 TWO REQUIRED TWO PROVIDED EXCEPTION#2 FOR MEZZANINE ACCESSIBLE STAIR B1009.3 48"BETWEEN HANDRAILS EXCEPTION 1 MEZZANINE STAIR 48" ZONING: LI - LIGHT INDUSTRIAL: 6.THE ARCHITECT, NOT CONTRACTED TO CONTROL THE CONSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING DESIGN CONSTRUCTION CLASSIFICATION OF ENGINEERED STEEL BUILDING IS DESIGNATED AS TYPE VB CONSTRUCTION(UNPROTECTED DOORS/GATES-SIZES B1010 32"MIN CLEAR 36"DOORS PROVIDED USE 36"MINIMUM DOORS LOT AREA= 41,831 SQFT./(43,560 SQFT/ACRE)- 0.96 ACRES. THE FINAL AS CONSTRUCTED BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES,LOCAL LAWS, COMBUSTIBLE)TO ALLOW FOR USE OF COMBUSTIBLE MATERIALS IN WALK IN COOLER CONSTRUCTION DOORS-PROJECTION 1010.1.1.1 COMPLY W/LIMITS COMPLY W/LIMITS CLOSERS AND DOOR STOPS AT 78"MIN REQUIREMENTS OR SUITABILITY FOR A PARTICULAR USE. 5 HEIGHT&BUILDING AREAS B504 ALLOWABLE PROPOSED GROUP F-2,TYPE VB,NO FIRE SPRINKLER DOORS-SWING 1010.1.2.1 LESS THAN 50 PERSONS OUT SWING EXIT DRS OUT SWING DOORS PROVIDED SITE INFORMATION DERIVED FROM SUBDIVISION FILED MAP 7.ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM ALL WORK IN COMPLIANCE WITH NEW YORK STATE ALLOWABLE HEIGHT TABLE 504.3 40'MAX NS 128'-10"t HEIGHT ABOVE GRADE PLANE DOORS-FORCE 1010.1.3 COMPLY W/LIMITS COMPLY W/LIMITS OPENING&LATCH FORCE MAXIMUMS APPLY DATED 7/14/15 BY MARTIN D. HAND, LS. BUILDING,PLUMBING,MECHANICAL,ELECTRICAL,ENERGY, FIRE SAFETY CODE,AND REFERENCE STANDARDS. ALLOWABLE STORIES TABLE 504.412 STORIES ONE STORY MEZZANINE NOT A STORY DOORS-HARDWARE 1010.1.9.1 ONE MOTION REQUIRED COMPLY W/LIMITS USE ACCESSIBLE HARDWARE DOORS-HARDWARE 1010.1.9.1 ONE MOTION REQUIRED COMPLY W/LIMITS USE ACCESSIBLE HARDWARE 8. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL PORTIONS OF WORK IN MEZZANINE<1/3 MAIN FLOOR 6505.2.1 6,500X.33=2,145 MAX 812 SQFT NOT ADDED TO STORY OR BUILDING AREA ELEVATIONS HEREON REFER TO APPROX NAVD 1988 AND ARE ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS UNLESS SUPERCEDED BY STRICTER REQUIREMENTS OF MEZZANINE EGRESS B505.2.2 CONFORM TO CHAP 10 ONE EXIT CONFORMS LESS THAN 50 PERSONS AND 75'TRAVEL DIST. STAIRWAYS-WIDTH 61011.2 44"MIN 44"MIN PROVIDED MEZZANINE NOT REQUIRED ACCESSIBLE THE RESULT OF ACTUAL FIELD MEASUREMENTS. APPLICABLE BUILDING CODES AND/OR REGULATIONS. MEZZANINE OPENNESS B505.2.3 42"MAX WALLS EXC#1<10 PERSONS ENCLOSED OFFICE<10 PERSON OCCUPANCY STAIRWAYS-HEADROOM B1011.3 80"MIN 80"MIN PROVIDED EXCEEDS MINIMUMS ALLOWABLE AREA FACTOR TABLE 506.2 13,000 SQFT MAX 6,500 SQFT GROUP F-2,TYPE VB,NO FIRE SPRINKLER STAIRWAYS-TREAD/RISER B1011.2 7"MAX RISER/11"TREAD 7"MAX RISER 11"TREADS FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED 9.ALL CONTRACTORS AND SUBCONTRACTORS SHALLINSUPPLYHE ALL LABOR,TOOLS,MATERIALS AND EQUIPMENT STAIRWAYS-HANDRAILS 61011.11 REQ.BOTH SIDES PROVIDE BOTH SIDES WITH EXTENSIONS PE ICCA117.1-2009(505.10) AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. NECESSARY TO COMPLETE THE WORK AS CALLED FOR IN THE DRAWINGS AND SPECIFICATIONS. AREA INCREASE-FRONTAGE 6506.2.1 NOT REQUIRED NOT REQUIRED NO AREA INCREASE REQUIRED 10.ALL CONTRACTORS AND SUBCONTRACTORS SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS CONTRACT FOR MIXED USE&OCCUPANCIES B508.3 NON SEPARATED NO FIRE SEPARATION GROUP F-2 OCCUPANCY CONTROLS HEIGHT&,ARE EXIT SIGNS B1013 REQUIRED PROVIDED PROVIDE AT EXIT DOORS CONFORM TO 1013 A PERIOD OF ONE YEAR AFTER COMPLETION AND FINAL ACCEPTANCE BY THE OWNER IN WRITING. INCIDENTAL USE:FURNACE RM TABLE 509 1 HR SEPARATION 1 HR UL.WALUFLR SEPARATED FURNACE RM-BOILER>400K BTU/H HANDRAILS B1014 REQUIRED 34"-38" PROVIDED PROVIDE AT STAIR COMPLY WITH 1014 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF SPECIAL PROVISIONS TABLE 510 NOT APPLICABLE NOT APPLICABLE NO PROVISIONS APPLY GAURDS B1015 REQUIRED 42"MIN PROVIDED PROVIDE AT STAIR/MEZZ COMPLY WITH 1015 WASTE MATERIALS OR RUBBISH CAUSED BY HIS OR HER EMPLOYEES WORK.THEY SHALL REMOVE ALL DEBRIS DAILY,AND 6 FIRE RESISTANCE RATINGS- TABLE 601 TYPE VB-UNPROTECTED STEEL FRAME/ROOF UNPROTECTED STEEL FRAME EXIT ACCESS-TRAVEL DIST. B101. UN (GROUP B) T 1 TI 71'MAX PROVIDED COMPLIES WITH LIMITS EXIT STAIRWAY 8101.29 UNENCLOSED AT 1 STOR UNENCLOSED STAIR UNENCLOSED STAIR AT MEZZANINE PROPOSED BUILDING AREAS: DEPOSIT SAID DEBRIS IN THE CONTAINER PROVIDED BY OWNER.AT THE COMPLETION OF THEIR PORTION OF PROJECT, EXTERIOR WALL RATING TABLE 602 >30'TO PROPERTY LINE NO RATING REQUIRED FIRE SEPARATIONS GREATER THAN 30' CORRIDORS B1020 NOT APPLICABLE NOT APPLICABLE NO CORRIDORS THEY SHALL LEAVE THE PREMISES IN A"BROOM CLEAN"CONDITION. CONST.CLASSIFICATION 8602.2 VB-COMBUSTIBLE STEEL FRAME/ROOF COMBUSTIBLE COOLER CONTROLS CLASS. COMBUSTIBLE MATERIALS B603.1 PERMITTED PERMITTED TRIM/MILLWORKNVALK IN COOLER 12.ALL WORK PERFORMED BY ALL CONTRACTORS AND SUEBCONTRACTORS SHALL BE DONE IN A GOOD WORKMANSHIP 2902.1 .MINIMUM PLUMBING FIXTURES BASED ON OCCUPANT LOAD: AREA: SQFT DESCRIPTION / USE MANNER AND TO THE APPROVAL AND ACCEPTANCE OF THEE OWNER.ALL WORK SHALL CONFORM TO THE DRAWINGS AND 7 FIRE RATINGS-STRUCTURAL 8704 TYPE VB UNPROTECTED STEELPROTECTION NOT REQUIRED OCCUPANT LOAD 35 PERSONS/2=18 MALE&18 FEMALE SPECIFICATIONS,AND ALL MATERIALS USED IN THE EXECUTION OF THE WORK SHALL BE NEW AND OF THE BEST QUALITY FIRE RATING-PROJECTIONS B705.2 NON COMBUSTIBLE STEEL OVERHANG NON COMBUSTIBLE OVERHANGS BREWERY 6,500 PRODUCTION &OFFICE & STORAGE OF THE TYPE SPECIFIED. BUILDINGS ON SAME LOT B705.3 NOT APPLICABLE NOT APPLICABLE NO OTHER BUILDING ON LOT F-2 USE:MALE WATER CLOSETS A PER 100,FEMALE WATER CLOSETS:1 PER 100 MEZZANINE 812 OFFICE/STORAGE 13.OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF WORK WHICH ARE MANIFESTLY EXT WALL MATERIALS B705.4 NON COMBUSTIBLE STEEL WALLS NON COMBUSTIBLE WALLS F-2 USE:MALE LAVATORIES:1 PER 100,MALE LAVATORIES A PER 100 TOTAL 7,312 TOTAL GROSS AREA NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT FIRE RATING-EXT.WALLS 8705.5 TYPE VB UNPROTECTED STEELPROTECTION NOT REQUIRED RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK,BUT SHALL BE PERFORMED AS IF ALLOWABLE OPENINGS B705.8.1 UNLIMITED NOT LIMITED FIXTURES MALE WC FEMALE WC MALE LAV FEMALE LAV DRINK. FOUNT. SERVICE SINK ENTRY ROOF 48 ROOF OVER ENTRY REQUIRED 1 1 1 1 1/100 1 CORRECTLY SET FORTH AND DESCRIBED TO FURNISH A COMPLETE INSTALLATION IN ACCEPTABLE CONDITION. VERT,OPENING SEPARATION 6705.8.4 NOT APPLICABLE NOT APPLICABLE NO OPENINGS APPLY PROVIDED 1 1 1 1 2-DUAL UNIT 1 FOOTPRINT 6,548 TOTAL GROSS SQFT FOOTPRINT. PARAPETS B705.11 NOT REQUIRED NOT REQUIRED EXCEPTION#1-WALLS NOT FIRE RATED 14.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF FIRE WALLS 8706 NOT REQUIRED NOT REQUIRED NONE REQUIRED THE WORK SHALL BE INCLUDED AS IF THEY ARE INDICATED ON THE PLANS. FIRE BARRIERS B707 1 HR REQUIRED 1 HR UL WALL AT BOILER ROOM LIST OF SITE DRAWINGS: 15.ALL CONTRACTORS AND SUBCONTRACTORS SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO FIRE PARTITION 8708 NOT APPLICABLE NOT APPLICABLE NO FIRE PARTITIONS UTILIZED CHAPTER 16 STRUCTURAL DESIGN DATA THE OWNER FOR REVIEW AND APPROVAL,PRIOR TO ANY ADDITIONAL WORK PERFORMED.NO ADDITIONAL WORK IS TO SMOKE BARRIERS B709 NOT APPLICABLE NOT APPLICABLE NO SMOKE BARRIERS REQUIRED 11 603. FLOOR LIVE LOADS.:TABLE 1607.1 :NO REDUCTIONS TAKEN PROCEED WITHOUT THE WRITTEN AUTHORIZATION FROM THE OWNER. SMOKE PARTITIONS 8710 NOT APPLICABLE NOT APPLICABLE NO SMOKE PARTITIONS REQUIRED PROVIDE CERTIFIED AC-1 ZONING/DATA/ALIGNMENT PLAN HORIZONTAL ASSEMBLIES 6711 1 HR REQUIRED 1 HR UL FLOOR AT BOILER ROOM MANUFACTURING-LIGHT: UNIFORMLY IBUTE 125 PSF CONCENTRATED 2000, IMPACT N/A. SHOP DRAWINGS FOR AC-2 EXISTING CONDITIONS/ 5010' RADIUS 16.ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS,DIMENSIONS AND DETAILS PRIOR 711.2.3 SUPPORTING CONSTRUCTION NOT REQUIRED TO BE FIRE RATED BY EXCEPTION#1. STORAGE: UNIFORMLY DISTRIBUTE 125 PS CONC R TED N/A, IMPACT N/A. PRE-ENGINEERED AC-3 LANDSCAPING/LIGHTING PLANS TO CONSTRUCTION,AND AS ANTICIPATED OR INFERRED PRIOR TO PRICING OR BIDDING.THE OWNER SHALL BE NOTIFIED STAIRS AND EXITS: UNIFORMLY DIST D 100 PSF,CONCENTRATED 300 LBS ON 4"X4", IMPACT N/A. STEEL BUILDING IN WRITING OF ANY DISCREPANCIES OR OMISSIONS,WHICH WOULD INTERFERE WITH THE SATISFACTORY EXECUTION OF VERTICAL OPENINGS 8712 NOT APPLICABLE NOT APPLICABLE NO VERTICAL OPENINGS SHAFT ENCLOSURES 8713 NOT APPLICABLE NOT APPLICABLE NO SHAFT ENCLOSURES ROOF LIVE LOAD= 20 PSF AC-4 GRADING/DRAINAGE/UTILITY PLANS THE DESIGN AND OR THE COMPLETION. PENETRATIONS 6714 COMPLY WITH 714 AT FIRE BARRIERS USE UL PENETRATION SYSTEMS IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY SIDDING CONTRACTOR OR SUBCONTRACTOR SHALL ASSUME 1607.7.1 HANDRAILS AND GUARDS AND GRAB BAR ASSEMBLIES SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN AC-5 WATER/SANITARY PLAN FIRE RES.JOINT SYSTEMS B715 COMPLY WITH 715 AT FIRE BARRIERS USE UL JOINT SYSTEMS AC-6 SITE DETAILS THE MOST COSTLY CONDITION WHEN BIDDING AND PERFORMING SUCH WORK. OPENING PROTECTIVES 6716 COMPLY WITH 716 AT FIRE BARRIERS USE UL FIRE DOORS PER SCHEDULE ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. 1607.7.1.1 HANDRAIL CONCENTRATED LOAD:200 LBS APPLIED IN ANY DIRECTION ALONG THE TOP TRANSFERRING TO STRUCTURAL ELEMENTS 17.ALL CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE ALL OPERATIONS WITH THE OWNER,SUCH AS WORK DUCTS/AIR TRANSFER 8717 COMPLY WITH 717 AT FIRE BARRIERS USE UL FIRE DAMPERS AREAS USED FOR MATERIAL STORAGE,ACCESS TO AND FROM WORK AREAS,TIMING OF WORK,SPECIAL CONCEALED SPACES 8718 NOT APPLICABLE NOT APPLICABLE NO CONCEALED SPACES 1608: DESIGN SNOW LOADS IN TO BE CONFORMANCE WITH ASCE 07-10 1603.1.5 EARTHQUAKE DESIGN DATA: LIST OF ARCHITECTURAL DRAWINGS CONSIDERATIONS OR NOISY OPERATIONS,INTERRUPTIONS FOR MECHANICAL AND ELECTRICAL SERVICES,ETC. INSULATING MATERIALS 6720 COMPLY WITH 720.2 COMPLY WITH 720.2 FLAME SPREAD<25,SMOKE DEV.<450 INCLUDING DRIFTING AND PONDING INSTABILITY RISK CATEGORY: II 18.EACH CONTRACTOR AND SUBCONTRACTOR SHALL FURNISH A FIELD PROGRESS SCHEDULE TO THE ARCHITECT AND 8 INTERIOR FINISHES-STAIRWAY TABLE803.11 NOT APPLICABLE NOT APPLICABLE NO INTERIOR STAIRWAY/PASSAGE WAY GROUND SNOW LOAD: PG=30 PSF(PG)FROM FIGURE 1608.2 SEISMIC IMPORTANCE FACTOR 1: 1.0 LABEL SHEET TITLE PAGE IMPORTANCE FACTOR: I= 1.0 EXPOSURE,CE= 1.0,THERMAL FACTOR CT= 1.0 SS: 0.244G,S1:0.06G G-0.1 NOTES / CODE ANALYSTS 1 OWNER FOR ALL PHASES OF CONSTRUCTION. INTERIOR FINISHES-CORRIDOR TABLE803.11 NOT APPLICABLE NOT APPLICABLE NO CORRIDORS SITE CLASS :D INTERIOR FINISHES-SPACES TABLE803.11 GROUP F/B/S CLASS C MINIMUM CLASS C MIN.WALL AND CEILING FINISH 1609 WIND DESIGN DATA:WIND LOADS IN TO BE DESIGNED FOR IN G-O.2 ENERGY NOTES 2 19.ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE(HELD RESPONSIBLE FOR COORDINATION BETWEEN EACH OF FLOOR FINISHES 8804 CLASS II ORNON FIBER P.C.NCTIWOOD ANY CARPET TO MEET DOC FF-1 PILL TESiT CONFORMANCE WITH ASCE 07-10 CHAPTERS 26-30 SDS:0.26,SD1:0.096 HIS RESPECTIVE SUBCONTRACTORS AND THEIR PORTION OF THE WORK, SEISMIC DESIGN CATEGORY:B A-1.1 FLOOR PLAN 3 9 FIRE PROTECTION-SPRINKLER 8903 F-2/B/S-2 NOT REQUIRED NOT REQUIRED NOT REQUIRED BY OCCUPANCY OR AREA SEISMIC FORCE RESISTING 20.ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR DAMAGES CAUSED BY HIS RESPECTIVE STORIES WITHOUT OPENINGS B903.2.11.1 75'MAX TO 2 OPENINGS 50'TO DOORS SPRINKLER NOT REQUIRED ULTIMATE DESIGN WIND SPEED=V ULTIMATE=130 MPH (FIGURE 1609.3.0 SYSTEM:STEEL MOMENT FRAMES NOT A-1.2 MEZZANINE PLAN 4 SUBCONTRACTORS. STANDPIPES B 905 NOT REQUIRED NOT REQUIRED SPRINKLER NOT REQUIRED RISK CATEGORY II(1604.5)= II SPECIFICALLY DETAILED FOR SEISMIC A-1.3 WALL LEGEND/SCHEDULES/ANS1117.1 5 FIRE EXTINGUISHERS B 906 REQUIRED/NEPA 10 PROVIDE 2-4 TYPE 75'MAX TRAVEL DISTANCE 1/1500 SQFT=5 FAIN. EXPOSURE CATEGORY(1609.3) =NORTH: C,EAST:B,SOUTH:B,WEST:C. RESISTANCE A-1.4 ROOF PLAN 6 21.ALL CONTRACTORS SHALL HAVE A COMPETENT FOREMAN ON THE PREMISES AT ALL TIMES WHILE THE WORK IS IN COMPONENTS AND CLADDING LOADS:REFERENCE ASCE 7-10 PROGRESS. FIRE ALARM B 907 NOT REQUIRED ,PROVIDE SYSTEM PROVIDE NFPA 72 SYSTEM RESPONSE MODIFICATION FACTOR R:7.0 CARBON MONOXIDE SYSTEM B 908 REQUIRED-NYS PROVIDE SYSTEM PROVIDE NFPA 720 CO SYSTEM SEE ENGINEERED METAL BUILDING DOCUMENTS DEFLECTION AMPLIFICATION CD :4.0 A-2.1 ELEVATIONS-1 7 22.ALL WORK SHALL BE MANUFACTURED IN AMPLE TIME SIO AS NOT TO DELAY THE PROGRESS OF THE WORK AND SHALL SEE WINDOW SCHEDULE FOR WINDOW AND DOOR DESIGN PRESSURES BASE SHEAR:0.04 SOIL BE DELIVERED AT SUCH TIME AS REQUIRED FOR PROPER COORDINATION OF THE WORK. 10 MEANS OF EGRESS 81003 GENERAL COMPLY W/1003-1015 EXIT ACCESS,EXITS,EXIT DISCHARGE CLASS_ DESCRIPTION A-2.2 ELEVATIONS-2 8 CEILING HEIGHT B1003.2 7'6"MIN COMPLIES 8'-0"MIN PROVIDED 2015 NYSBC DEFINITIONS.:WIND-BORNE DEBRIS REGION. 1606: DEFLECTION LIMITS fI TOPSOIL (EL60.5') 0'0' A-3.1 SECTIONS 9 23.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS AND REGULATORY APPROVALS OCCUPANT LOAD B1004 DESIGN OCCUPANT LOAD BY CALCULATION SEE CALCULATION BELOW AREAS WITHIN HURRICANE-PRONE REGIONS LOCATED: [ AN BROWN SAND 1.WITHIN 1 MILE(1.61 KM)OF THE COASTAL MEAN HIGH WATER LINE WHERE THE DEFLECTION LIMITS -- -5.0' A-4.1 EQUIPMENT FLOOR PLAN 10 AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR RESPECTIVE DISCIPLINE. TABLE 1004.1.2 USE ALLOWANCE SQFT NUMBER OF PERSONS ULTIMATE DESIGN WIND SPEED,VULT, IS 130 MPH(58 M/S)OR GREATER;OR CONSTRUCTION L SORW D+LD Q COURSETO A-4.2 WASTE LINE PLAN/RISER DIAGRAMS 11 MANUFACTURING 1/200 GROSS 5,158 5,158 SQFT/200=26 ROOF MEMBERS:E MEDIUM SAND, 24.ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH ALL DRAWINGS AND 2. IN AREAS WHERE THE ULTIMATE DESIGN WIND SPEED IS 140 PLASTER CEILING 1/360 1/360 1/240 SW MIXED GRAVEL A-4.3 REFLECTED CEILING/LIGHTING PLAN 12 SPECIFICATIONS,AND SHALL INSPECT THE EXISTING CONDITIONS IN THE FIELD AND FIELD MEASURE AND VERIFY ALL STORAGE AREAS 1/300 GROSS 1,305 1,305 SQFT/300=05 MPH(63.6 M/S)OR GREATER;OR HAWAII. - DIMENSIONS OF THE BUILDING AND ALL DIMENSIONS RELATED THERETO.DO NOT SCALE THE DRAWINGS.DIMENSIONS BUSINESS AREAS 1/100 GROSS 849 849/300=03 NONPLASTER CEILING 1/240 1/240 1/180 DRY SHALL GOVERN ALL DRAWINGS.REPORT ANY DISCREPANCIES OR MISSING DIMENSIONS REQUIRING CLARIFICATIONS TO UTILITY ROOM 1/300 GROSS 210 210/300=01 NOT SUPPORTING CEILING 1/180 1/180 1/120 THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OIFTHE WORK. OCCUPANT LOAD 35 PERSONS TOTAL 1609.1.2 PROTECTION OF OPENINGS:SITE IS IN WIND BORNE DEBRIS REGION. FLOOR MEMBERS 1/360 - 1/240 rSIN -DAMP- �5 D.B. BENNETT, P.E., P.0 : CONSULTING ENGINEER. GLAZING IS REQUIRED TO BE IMPACT RESISTANT OR PROTECTED WITH AN PARTITIONS: ---50' LIST OF STRUCTURAL DRAWINGS: 2-27-17 25.NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE IMPACT-RESISTANT COVERING MEETING THE REQUIREMENTS OF AN APPROVED - GROUNDWATER (EL10.5') IMPACT-RESISTANT STANDARD OR ASTM E1996 AND ASTM E1886 REFERENCED WITH BRITTLE FINISHES 1/240 ARCHITECT, UNLESS NOTED OTHERWISE, HEREIN AS FOLLOWS: 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET OF GRADE WITH FLEXIBLE FINISHES - 1/120 SN, MEDIUM SAND, S-1 METAL BUILDING FOUNDATION PLAN 26.ALL CONTRACTORS AND SUBCONTRACTORS SHALL PATCH AND REPAIR CONSTRUCTION WHERE DAMAGED OR SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996. 1606:DEAD LOADS USE ACTUAL MATERIAL WEIGHTS MIXED GRAVEL -WET- S-2 METAL BUILDING FOUNDATION DETAILS DISTURBED BY HIS WORK AND AS CALLED FOR ON THE DRAWINGS.ALL EXISTING AREAS OF THE BUILDING WHICH ARE EL 0.5') DAMAGED BY ANY CONTRACTOR SHALL BE RESTORED TO IMATCH EXISTING CONDITIONS,AT NO ADDITIONAL COST TO THE SOIL LATERAL LOADS FROM TABLE 16110.1 FOR WELL-GRADED,CLEAN SANDS; PRESUMPTIVE LOAD-BEARING VALUES OF SOILS _ ----� ---- -60' S-3 METAL BUILDING FOUNDATION DETAILS OWNER. GRAVELLY SAND MIXES :SW:=ACTIVE PRESSURE: 30,AT REST PRESSURE: 60 FROM TABLE 1806.2 CLASS OF MATERIAL: SW ETEST BORING MW-� S-4 RETAINING WALL #1 & DETAIL 27.ALL FIRE EXITS SHALL BE KEPT CLEAR AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. POUNDS PER SQUARE FOOT PER FOOT OF DEPTH VERTICAL FOUNDATION PRESSURE:2,000 PSF BORING LOG MW-3 BY MILLER FNVIORMENTAL GROUP,INC, S-5 RETAINING WALL #2 & DETAIL LATERAL BEARING PRESSURE: 150 PSF/FT � D?tF.0 10-18-2011(ELEV:60.5') 28.ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING 1611.1 RAIN LOADS: PITCHED ROOF TO GUTTERS LATERAL SLIDING RESISTANCE:0.35 REQUIRED TOWAINTAIN THE STRUCTURAL STABILITY OF THE BUILDING DURING CONSTRUCTION,AS IT RELATES TO THEIR 1612.1 FLOOD LOADS:NOT IN A FLOOD HAZARD AREA COEFFICIENT OF FRICTION(X DEAD LOAD) DISCIPLINE.ALL WORK SHALL BE PERFORMED IN A SAFE EINVIRONMENT AND IN ACCORDANCE WITH THE CURRENT OSHA REGULATIONS WHERE APPLICABLE. 5 4 3 2 1 ," I I u u 100'-0.OUTTOOUTOFSTE LGIRTS WIND EXPOSURE CATEGORY:C 29.EACH CONTRACTOR SHALL PROVIDE WEATHER PROTECTION FOR ALL PORTIONS OF THE WORK THAT BECOMES EXPOSED TO WEATHER AS IT RELATES TO THEIR RESPECTIVE DISCIPLINE. EACH CONTRACTOR SHALL BE RESPONSIBLE 25'0 2s'-0" zs-0 zs-0^ o'-,v2^ FOR ALL COSTS INCURRED FOR DAMAGES DUE TO INSUFFICIENT WEATHER PROTECTION. 1m 4-0" 21'-0'CENTERLINE MEZZANINE COLUMN 25-0" 12'b' __ � '1' 30.ALL CONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE AND MAINTAIN TEMPORARY FACILITIES FOR ."•', , I f 1m 1. 4'-°" 21'-0"CENTERLINE MEZZANINE COLUMN t PROTECTIONS AND/OR ENCLOSURE OF AREAS OF WORK AIND PROTECTION OF AREAS WHERE THERE IS NO FURTHER NEW A ry -- -. -- - -- - _- - A : } ' I DISCIPLINE.REMOVE TEMPORARY FACILITIES WHEN NO LONGER NEEDED. � w -r o __ __ o �°' \ �� _ � I f I ' ' I WORK AS IT RELATES TO THEIR RESPECTIVE ' , b LL ----- -- aF, i, I, Iii ,,, 'Lt, 31.ALL CONTRACTORS AND SUBCONTRACTORS ARE TO FURNISH PROPER INSURANCE CERTIFICATES TO OWNER BEFORE b OCCUPANCY y i _ Y °° / 222 SQFT/100= I,A . I I , I 11 �. I COMMENCEMENT OF THEIR WORK ALL CONTRACTORS AND SUBCONTRACTORS ARE TO FURNISH LEIN WAVIER'S PRIOR TO I I I I I I I Q I I I _ ( 1 I , I PAYMENT. 11 1 I I I B FICE I 3 PERSONS MEZZANINE I t I � j I u l l I I 11 I I I I t O - ( , OFFICE '` s I • i I I I , { ,II II II I o I1 11 11 MATERIALS LEGEND I I I I 00I I 011 I t I y,� ! T. "r : It,, ' , 1 , BUILDING CONSTRUCTION CLASSIFIED I W 1 1 I �' I ' �� LIGHTWEIGHT CONCRETE SHIM � II ' ' AS TYPE VB TO ACCOMMODATE ' It - LL � z a 1 1 { ; f I . " OR GYPSUM BOARD F I 2 9 z , FE o a,;.,s - t 1 i4; a,' :,- y1i > ; j i # 1 ,, r k WALK IN COOLER OF COMBUSTIBLE I I ( I to S m H sE wr „$.+; r.i. a; `', 4 Ii I CONSTRUCTION I I0 0I 1 I -- I F_ I I - Ie -X w .• z " , �;,,I k. - 01, �e•��%. ',G? 'I ti I Llin - 7:. 6 a CONCRETE INSULATION I 1 1 I --- t'i'i (� - w m LAV 3 I r - ... a ';i .��x . ��:•�p;.`,;^ � (LOOSE OR BATF COLD STORAGE0 _--� -- ON TRAVEL - T k , ;, �., _0*' (t 1 797 SQFT I I I l __ I 1 -- w DISTANCE I � � . METAL I I I I I I --- --- =49' WI y � , I (LARGE SCALE) GLASS �I I I I 1 I --- (LARGE SCALE) II ( I I --- - -- -- . MEZZANINE .-..,.-,....�.,��-, _ 0 I � p I I I I I , • --t ---q O STORAGE '01."".; r .'� a. -,' .. d �� SMALL SCALE STRUCTURAL -= I I I G SRS METAL � STORAGE I qN SITE /�. ( ) ® ACOUSTICAL TILE ( I I - 1 • --a ce OCCUPANCY O / T SWING 1 I t I - , I K 351 SOFT/300= `� % '` ' b2 DOOR o _a B 2 PERSONS ® RESILIENT FLOORING C COOLER 11 = - fl• _ I 1 O C, r �p , a. CERAMIC TILE �,,'• O 5 I I EXIT I I 11 I I '�.,<'O �QP` '1/„^' ���G _r CARPET & PAD1. - "14 'Y , GYPSUM WALL BOARD a I IJ 1 �P�`O� 1 1 I I��e •-------- �-------------Le . w C71X �OR / l - r.J_ ' (LARGE SCALE) W17 P Z - I ``~.1 .,11 Q p0 o o ,e '\' Q� a I - . : . I ���' ° P�\00 1 1 MAX TRAVEL DISTANCE o f, . `,-1":, WOOD FINISHEDL � 'I' Q i o m ;'- } 5 I" pv �5 O� �$ MAX TRAVEL DISTANCE w a I I I �/ ( ) ALUMINUM I 11 �X������QP�. I 1 I ALLOWABLE-200' I I ' IY O 1 F� �� J� .�� I PROVIDED=70' I 4 I I I I i' O ; .r' i; O I , , Q� �P� I I 1 I FROM MEZZANINE TO EXIT >�I m:7 1 / , O� W000 ( ROUGH ) H III' I I PGO I I I '? } U v 11 1 1 1 I 'I'�\ 1 1 I I MAX COMMON PATH �t O � SCALE: 1/8"=1'-0" _. r i '., ,. ,' UJ I I �P ALLOWABLE=75' 1. 0 ✓ ��_.`\,: O� / . ^' .,,�, 1 1 1 MAX COMMON PATH 1 j MEZZANINE ,_ NORTH DRAWING LEGEND ROOM NAME I ' BREWERY PROVIDED _,~' ' _/ NO. ROOM IDENTIFIER U) 1 1` I I I I I I :1 I I 0 Il 11 I Of I 11 I FROM MEZZANINE 1 1 W KEY MAP N.T.S. W ' ' ' ' ' ' ' ' = S.C.T.M. # 100-083-03-4.9 NO. NOTE INDICATOR NO DOOR OPENING IDENTIFIER 0 I NOT A STORY WITHOUT ? I " O 11 II 000 1 i I I I I OPENINGS PER 903.2.11.1 -FIRE 11 II � W LIFE SAFETY LEGEND SPRINKLER NOT REQUIRED: AN REVISION INDICATOR I i 0 PROVIDE/REVISE EXISTING ILLUMINATED,DIRECTIONAL EXIT SIGNS , wwtenl I •• 1 1 1 ( I OPENINGS ARE ON TWO SIDES OF 1 I Z EXIT -1 ti.r 6ric Nicosia NO. WINDOW IDENTIFIER BUILDING IN EACH 50'OR IN CONFORMANCE WITH 1003.2.10.1 thru 1003.2.10.5.INCLUDING 90 I ? 1 1 I I I I 1111 � MIN.BACK-UP ILLUMINATION IN CASE OF PRIMARY POWER LOSS. NO. COLUMN LINE OR p ' 'i r FRACTION OFF WALL. L• PROVIDE EMERGENCY EGRESS ILLUMINATION , " ». GRID INDICATOR 1 I I I I 1 LESS THAN 75'INTERIOR 0 1z�C�lST R.�O R`zGN IT6GT 1 , DISTANCE TO A DOOR. SYSTEM IN CONFORMANCE WITH 1003.2.11.2 WALL TYPE IDENTIFIER C2 - , ® 1. PO Box 879 Rocky Point, N.Y. 11778 1 No. I I PROVIDE APPROVED WALL MOUNTED 2-4 RATED FIRE EXTINGUISHERS IN Q I' I I I FE CONFORMANCE WITH NYSFC SECTION 906.THE EXTINGUISHERS SHALL DWG__ coBOILER ROOM �4® O _ _ Telephone: 631 928-4456 �\ MATCH LINE I 1 U 1 I 1 BE ACCESSIBLE AND VISIBLE WITHIN THE MEANS OF - - p ) (-}- (DWG=DRAWING NUMBER q � �j 1 a E-Mail: architect o tonline.net �/ FOR CONTINUATION) :v F- m EXIT/EL I I I �' PROVIDE FIRE DETECTION AND ALARM SYSTEMS IN CONFORMANCE NYS CODE p NO. EQUIPMENT IDENTIFIER § W O �I� I I VESTI I A b SECTION 907 AND REFERENCE STANDARDS. b J 1 I I- ') BULE I I PROVIDE CARBON MONOXIDE DETECTION AND ALARM SYSTEMS IN CONFORMANCE ^\ D ARcy THREES �i�EY�lI lel G EAST NO. DETAIL INDICATOR ��- BREAK LINE HI/LO COMBUSTION -, t; WITH Section 908,NYS 19 NYCRR Part 1228.AND LOCAL LAWS 5 �C CO �/�` owG AIR WALL VENTS o -n EXIT/EZ"NL 1 II �� �,'� S/q ,� LOT 2 CUTCHOGUE BUSINESS CENTER ® _rql SEPARATE PERMITS ARE REQUIRED AND SHALL BE OBTAINED BY THE LICENSED 4u 0, CUTCHOGUE, N.Y. ELEVATION VIEW INDICATOR B ONE HOUR RATED WALL I I A a D SYSTEM CONTRACTORS X '' 5'-0" 5'-0'- 00. SECTION INDICATOR No./DWG (t (UL:U404) AND CEILING(UL: ROOFO ENTRY - „ I * NOTES / GODE ANALY515 DwG GRESS PL524 HORIZONTAL ASSEMBLY) _---- REQUIRED AT BOILER ROOM E Rev Date:3/1412017: Rev Date:4/7/2017: Revisions V • SCALE: 1/8"=1'-0" WIND EXPOSURE CATEGORY: B D Pagel Revisions Rev Date:02/16/2017: l! 0 4 �0 Scale: 1/4"=V-0" Rev Date. 4/7/2017 G-O• Ts'-0' 0'-5^ s'-z^ o'-s" 15'-0' Rev Date:02/16/2017: A4.3 Reflected Ceiling p Alan Reflsion ening Plan Revision Job# 15122 By. E. Nicosia # 1 OF 12 0'•t 1/2" 25'-0' 25'-0' 25'-0' 2P 1 P 25'-0^ o'-t 112^ plan Revision Rev Date:09/22/2016 100'-0• 5 4 3 2 1 Se;on Mechanical Rough-1n Plans Verified Field Ver`tfxed x rection # Inspection Value Value Complies. Comments/Assumptions Plans Verified Field Verified q &Re4AD pct• 7i' Insulation Inspection .Value Value Compties? CommentslAssumptions CQMeheek Software Ve'rsian X1.0.4.1 .6.4.4.4. HVAC equipment efficiency Efficiency:- Efficiency- 1❑Complies ;Seedeflecharkcaf3ystemslisr &Req.1D �►•y}� j� jjr �+ /� •� �y y� 6.4.1.5 lver"ified.Non-NAECAHVAC i ❑Does Not hvva!u. 1114167.2 ;withi sulatieirtsdonotinterfe. ❑Complies IRegvirementwlibemet. lJivl�./f��f� 7� a[�re V�r'SIC9�1 .Qr+'1.� Cfl�ly�t.�]ieck Software 1a►erSiOn .AJ••}. ' p � ' � � (1.51]' 1 equipment labeled as meeting I {lNi61 with insulation., :❑Quos Not w..v 3'�)Z lI �C' M Yr j ![]Not Observable ❑Not observable C� � 90.L G 'j 1 !❑Nat Applicable i p pli rah Certi�ic to 6.4.3.4.3 ;Stair and elevator shaft vents ❑Complies Ezception:Requiremenk i, ❑Not Applicable n. ••+�h jam `Q}• '. n*�( Energy Code: 90.1 (2(}13j Standard (14E31; •have motorized dampers that -❑Does Not `does not apply_ 5.8.1.8 ;lnsulation intended to meet the ' :❑Complies Requirement will be met • • "' I I 1 c 1 11.► V�r i L� i Requirements:100,0%were addressed directly in'#fie COMCheck software �automatically close- [1N17P ?roof insulation requirements ❑Does Not []Not Observabte cannot be installed on top of a r -Text in the"Camments/Assumptions•,column is provided by the user in the COMcheck Requirements screen."For each ❑Not Applicable ❑ !Location on plans/spec requirement,the user certifes-that a code requirement will be met and how that is documented,or that an exception , Not Observable suspended ceiling,Mark this !Not Applicable , Is being claimed.Where compliance is itemized in a separate ta6te,a reference to that tab is provided. 6.4.3.4.2, !Outdoor air and exhaust systems ❑Comp/es Exception:Gravity dampers requirement compliant if ❑Hak Applicable ' 6.4.3.4.3 .have motorized dampers that ❑Does Nok acceptable in buitdirsgs 3 insviation is installed accordingiv.1 Protect information [ME4P :automatically shut when not in (stories_ •-• • Project lnfofTnation section 'use and meet maximum leakage ❑Not Observable Ene Code; #" Plan Review comprio s? Comments/Assumptions 1 rates_Check gravrty dampers ❑Not Applicable Section 90.1 (20!3}Standard Pmj-- EneTgy 80.1 013)Standard aM Rough-in Elemfi!cal inspection Complies3 Comments/A sumptions p Threes Brewing EASE &Req.il0 ^where allowed_ _ . 4.2.2, Plans and/or specifications provide all ❑Com lies' Requirement will be met dv Req it) i'rojectTitle: Threes$retying East Locatrcin:. Suffolk Cotinty,NeW York 6.4.3.43 'Enclosed ark! arae ,❑Complies p eq 8.4.2 ,At least 5046 of all 125 volt 15-and ;❑Com lies 'Exce tion::S ace t `Climate Rate: Lacabon: $Uffolk County,piety toric .p P p p rig g g IExce Yvon-R uin3rnent p { p p ype is rill private"office,open office,or 5.4.3-1.4, information with which compliance ❑Does Not, [ME39P 7ventifation has automatic ❑Does Not does not apply_ (EL10F :20-Amp receptacles are controlled by 1❑Does Not ;computercllassroom. da�WeSt}terdiita:SSA T�ridgepC?Ft-Si[(OrZkyr.ful!em,AP,7-�'SO4Q TrilY3.ep'1V� , 5,7 can be determined for the building Location on plans/specs Energy Notes,Building Section' contaminant detection and g ;❑Not Observable I i an automatic control dEvice. [PR111 ,envelope and document where 1 rapacity to stage or modulate ❑Not Observable j�Wot Observable� F'rojed Ty'p'e: P9evv COnStnic6on C6ma1e Zone: 4a(tNeatlmer C1at3:CISA_CT_Brid P g part-Sikorsky.frl[em..A�'.y2504�TMY3.e'pw� exceptions to the standard are Not Appliacable ; Mans to 50'46 or less of design CINat Applicable ❑Nat Applicable ( Vertical Glazing l Wall Area: 2° Proje�T Pe: Nemisl CortStlllCttOn I claimed_ 1 capacity_ I 4.2.2, Pians.specif cations,and/or ❑Complies Requirement will be met. 6.4.3.4.4 I Ventilat on fans>0.75 h have oro lies 9.4.1.1 Automat c control requirements ;❑Complies ;Requirement'will be met" PelforTTlarmce Sl"L Specs- , EnergyPlus Version 8.1.0.009 p i❑C p 1 Requirement will be met; I ELI]= prescribed in Table 9.6.I.for the ;❑goes Not 6.4-4.2.1, calculations provide all information •❑Does Not: I IME513 automatic controls to shut off fan ❑Does Not ;appropriate space,type,are installed_, ! COnStfiXtIQtm Site' 6.7-2 with which compliance.can be I when not required. ;Mandatory fighting controls(labeled ❑Not Observable, Owner/ nt' '� DesignerlConlractor. ❑NotObservabTe; } QNotDhservabte as'REQ'landoptiuricichoicecontr�ls '❑NotAppficable I ���.�Site: Lott F&S,LLC. EricTticasia,RA ITR211 determined far the mechanical Not Applicable j I ❑Not Applicable i OwnerlAgerrE 'DesigrierlCordraettrr" Cox Lane f systems and equipment and p (labeled as'ADD1'and'ADD21)are Lot 2- F&S,LLC P.O.Box 679 1 document where exceptions to the j j 6_�4-3.8 Demand control ventilation ❑Complies r Requirement will be met implemented. Eras Nicosia,RA Cutchogue,NY 11435 1 standard are claimed.Load 'Cox Lane •, ," Rocky Point NY 11778 (ME6]1 i provided for spaces>500 ft?and ❑Does Not 9.4.1.1 Independent lighting controls installed Complies Requirement will be met P.O.BQx 879 1 calculations per acceptable j j >25 peoplellOt?0 ft2 occupant £ Pl1ro 9 g P El Not cutchogue,NY 1(935 4531-928-4456 en :neer! standards and /dorsi and served b systems ❑Not Observable I [z}' per a vel li titin cans and all - Rocky Point.NY 11776 :architect i o tonline.net I handbooks i 1 y i manual controls readily accessible and 631-928-4456` �' P with air side economizer,auto ❑Not Applicable visible to occupants. ' 1❑Not Observable modulating osatsdeairdam damper arch itect@optonline.net 4-2.2, 1 Plans,specifications,and/or ,❑Complies :Requirement will be met. g p : ❑Not Applicable" ' control,or design airflow>3.WD " 7.7.1, calculations provide all information i❑Does Not i I 9.4.1.2 ;Parking garage lighting is equipped Gompties Exception::Requirement does not apply. I0-4.2 ;with which compliance can be ! ^ [El lip 'with required fighting contrtsts and :j❑Does Not Mechanical Systems List 1 l ❑Not Observable 6.5:3,2.1 'DX cooling systems>�75 kBtu/h ❑Complies. 'Requirement will be met daylight transition zone lighting_ 3 IPR3] determined for the service water 1 heating systems and equipment and Not Applicable , IME40F I(>=65 kBtu/h effective 102016) ❑Does Not ; {❑Not Observable Building Area Floor,Area Quant! System T I document where exceptions to the 1 i i and chilled-water and See time 14-cbanicaf Syst ms fist 1❑Not Applicable ; Quantity y ype&Desel iption /standard are claimed-Hot water j []Not observable'l�vafu�. J evaporative cooling fan motor hp 9.4.1.1f Daylight areas under skylights and {❑Complies j Exception:,Requirement does hot apply. • 1-55[0(Mamrf3CtuTing FacMty):Nonresidential 6500 1 1�AC SYste 2(Unknown). !ON Applicable I g Heater.E,e...ttc,Capacity 8 kBtulh system sized per manufacturers 1 >=Y designed to vary indoor.• pP 'sizing guide. i fan airflow as a function of load IEL7311 ;roof monitors that have more than }}/❑Does Not f ! 115D W combined input power far i[]Nok Observable! Hellin 4 each-Un Heat + r a p +y= 4-2.2, ;Plans,specificatiorss,'arsdlor ;❑Complies: Requirement will be met. and comply with operational 'general lighting are controlled by Na minimum efficiency requirement applies: ire requirements. I ❑Not A licable'• Envelope Assemblies Fan System: None BAJA. 'calculations provide all information I❑Does Not: j q I photocontrols_ 1 pp �. , 8.4.1.2.' 1 with which compliance can be ❑Not Obse•rvabie 1 6.4.4,1.1 �Insulation exposed to weather ❑Complies ;Requirement will be met 9.4.1.4 j Automatic lighting controls for exteriorP,Compties Requirement wilt be met. 8.7 ;determined for the electrical systems i 1 [ME7]3 r protected from damage- ❑Does Not I [EL31' m lighting installed, Does Not y IPR612 ;andequipmentanddocumentwhere, !❑Not Applicable i llnsulationoutsideofthe Assembly Gross Area Cavity Cont." Proposed `Budget U. 2 HVAC System 4(Single Zone): i ❑Nat observable 1 ! Not Observable Or R-Value R Value U-Factor Packaged Terminal Haat Pum ;exceptions are claimed,Feeder . conditioned space and associaked FBCtOr;,i P connectors sized in accordance with I I 1 with cooling systems is vapor ❑Not Applicable Not Applicable- , Perlmefei Heating}.lode:Caocity=10 kB:ulh, approved plans and branch circuits 1 I t retardant ' i 9.4.1.3 1 Separate lighting control devices for �Compties j Requirement will be met' Proposed Efficiency=3.18 COP.Required Effiaericy=3.18 C4a 'sized for maximum drop of 3%. 6-4,4.2,2 ;HVAC ducts and plenums I R-- R- :❑Complies 1 Requirement will 6e met {£L4]1 specific uses installed per approved I❑poen Not I Roof 1.Other Afetal Building Rom,[Bldg.Use 1-B5D9j:Comment 6800 4.035 ©.037 Cooling Mode:Capacity=10 I;Btulh, 4-2.2, 'Pfans,specifications.and/or Complies !Requirement will be met. [ME811 1 insulated.Where ducts or '❑Does Not ` - IGghbng plans. I location osn plans/specs Ceilin Plan SMIP'LE SAVER R1g+R 11 LINER SYSTEM . Ili ! Not observable' g } Proposed Effitaa 4 i.DD EER.dna u 9.4.3,9.7 i olcufations provide all information , Does Not I tenums are installed in or un er 1 ❑ ►1c5+= q herd Efficiency=11.D9 EER (PA411 jwith which compliance can 6e %I I 1 a slab,verification may need to ❑Not Observable j I I❑NotApptica6le 1 Ftoer 1:Slab-0n-Grade:Un'hea$ed,Horizontal with vertical 4 ft,[Q}dg. 33a - 10.0 +3,1 [0 D ?p Fen System: None determined for the interior lighting (❑Not Observable and electrical systems and'equipment '❑Not Applicable ' occur foundation I❑Hct Applicable 9.4.3 Exterior rounds lighting over 400 W ' 1 l } ( ) e�(J (n�( i 9 9 9 ;❑Complies Requiremenst wi�l be mer. Use 1-135L]9':Comment 2'AFPROVECI FOAM INSULATION d l ) I, I inspection. I 1 1 [EL711 provides>60 Imfw unless on motion '❑Does Not 1 I Plant 1_ and document where exceptions to : 6.4-4.1.3 HVAC piping insula#an thickness-' in. _in ;❑Complies !Requirement will be met sensor or fixture is exempt from scope i NORTH the standard are claimed.information }} Not Observable Heai rig:Her Water Boiler,Capaccty404 kBbdtm,Gas IME91` Where piping is mstal?ed in or I - j❑goes Not 1 of code or from eztemat LPD_ t° I Exkerirx WaCI 1:"Other M?tat Building W311,[9tdg.Use'1 8500): q 2DD provided should include interior i ! I NotA licable. ' Pro Efficiency:80.00 96 Et,R_ uired Efficip 8100%Et' P I under a stab,verification may ! � PP Comment:SIMPLE SAVER R25(b) - �05$ D.DBO pied �- � �. lighting power calculations,wattage of !❑Not Observable need to occur during Foundation 9.6-2 Additional interior fighting power f❑Complies .Regwremenit will be-met Window 1;Vn +Ftbe lass Frame:Fixed,Pelf_S cs.:Product fD S1L- bulbs and ballasts,transformers and P i ❑Not Applicable IEL81- allowed for special functions per the j❑Does Not - - 0.2130 0.350 1 control devices- i • [ns action. Ili � r approved lighting plans and is "; F'2 $g' c 2 Water#!eater N-55.sHGc D_28.'VT 11.52.I89d'8-1Cse 1-B.,Oa]:Comment autorna6call controlled and ❑Not Observable ,, Electric frmsfardeneous Water Heater,Capacity:10 gallons Y ,ANDERSEN ILVERLINE LW E(c} Na mininwrn efficiency requirement a Tres Se�1-n separated general li titin bNotApplicable' 1 !mechanical Rou hdn Plans Verified Field Verified g g g " �` q PP g complies? Commenit;/Assumptions .Exterior Wall 5:Sofid Concxete:17Thickness,Normal Density.FuTming Soo- - 10.0 0.083 DAD4 &RD Inspection Value Value AO.4.I �Electric motors meet requirements Compiies !Requiremenmt will be met 6.4.41-4 .i Thermally ineffective panel ❑Complies iEzception:Requirement [EL911 +where applicable. ,.❑Does Not ! None.#Bldg•Use t-B5(JO�:Camrnent 2"APr"'P.OVEI?FOAM n ' ' I Not Observable I INSULATION Mechanical Compliance Statement Section (ME41, "surfaces of sensible heating ❑Does Not !does not apply- ❑ p Footing/Foundation plaits Verified Field Verified f g Compiies? Gomrnents/Assumptions !Donets have insulation>=R-15- ❑Not Applicable 1 EAST • &T 1D Inspection Value Value "❑Not observable r Compfrante Statement: Time proposed mechanicat�des'ign represented in this document is consistent with 6e building plans, 5.5.3.8 Below grade wall insulation R- 1 R-- I R-_ I ❑Complies' ,;See rhe Envel Assernbbes' ❑Not Applicable ; Exterior L'1af12:tither Metal Binlding Wall.[B,dg.Use'1-B5(}G}: :!1713 - - 0,099 0-QBp specifications,:and other calculatiGns submitted with this permit application.The proposed medranical systems have been (FO11' ;value. i I' ;❑Does Not ; f""a 6:4-as.x Duds and plenums sealed based ❑Campi;es Requirement will be met Section pians Verified field YertfieaJ' z Comment SIMPLE SAVER P.25(b) designed to meet the 90.1(241'3)Standard requirements in COMcheck Version 4.0.4.1 and to"comply with any applicable i 1 [ME1011 •on static pressure and location. ❑Does Not } # Insulation inspection Complies, Comments/A_:sumptions Window 2:Vin rFibe lass Frame:Frxe Pert S cs:Ptodtrci 1D Slt- ,; mandabciry requirements lasted in the Inspection Checklist, 1 1 ❑Not'Observable &Req.€D Value value YL r9 d pe 11 - -- 0.280 6.350 . I❑Not Appricable I j ,❑Not Observable 5.5.3.1 Roof R-value.Forsomeceiling R•" R-_" ❑Complies ;See dseEnvelope Assemblies 55`SHCiCD-243•'41T1}•52' 1d 41521-85 5 5.3.5 Slab edge insulation -value- R I R-_ i❑Complies See"eheEmefopeAssemblies ❑NotApprcable ( 1 , 3 ,be '.ANDERSEN SILVERLINE L W E c � Comment I1N21 sys.ems;verification may need to ❑pie deck` ❑Above deck /❑Does Not t for values. ) (FO31' I Unheated ' Unheated I❑Does Not !table f vva/vas 6,4.4.22 1 Ductwork operating>3 in.water .❑Complies 'Exception:Requirement occur during Framing inspection- Meta! Metal I taunt 4:Fnsulated i.4eta1.hCvn-Swin ! iii Use 7-E5a9 3 - D.29D D.509 ❑ !❑ i ❑ ❑ ❑Not Observable' $"g•l6 $• ]- '129 [] Heated j E]Heated I[lNot'Observable (htE111 1 testing.requires air leakage ❑Does Not i does not apply- i ❑ I❑ ❑Not Applicab!e i ❑Not A.ppTcable I ❑Nat observable , 1 ( Attic I, Attic. It r cLOPAY 37213 INTELLICORE I I ❑NatAppiira6le ; 1 I ! t . ExtenoirWa'll 4:Other Metal Buiid'mg•watl, id .Use 1-`gay 5.8.1.2 'Slab edge insulation installed per Compiies 'Requirement will be met 6.4',4.23 ,Ductwork operating>3 in-water ❑Complies j Exception:Requirement 5.8.1.2, Roof insulation installed per ❑Compiies .Requirement will be met " .lS g " 1 2009 - - ' 0.059 0.06D (FO41' •manufacturers instructions_ ❑ 1 Cimxrrent SIMPLE SAVER R25 b Roes Not, I (fitE14]3 'column requires air leakage' °❑Does Not ;does not apply_ -5.8.1.3' manufacturer's instructions. ❑goes Not ( } j [ ❑Not Observable 1 Location on ptanslsper. testing_ [IN311 �Blown or poured loose-fi11 Location on planslsper window 3:Vlnyyt. erglass FramecFxed,Perf.Specs:Product CD SIL_ • y� y� i Fluildin Section I ❑Not Observable i 'insulation is where ❑Hot Observable 40 - - 0.21213 .0.351) COMcheek Software Version 'l 0 L! 1 g Y !Building Section .N-55,SHGC 0?5,VT 0.52.[Bl .'Use 1-BSDC;:Comment ■ ■ 1 i' ❑Nat Applicable i I ❑Not Applicable I �the roof slope is<=3 in - ;❑Nat Applicable i 5.5,3.5 ;Slab edge insulation f ft ! -ft '❑Complies iSe=the Envetope Assemblies' 6.5.22.1 IThree- ! e h :❑Complies I R ANDERSEN SILVFFRLINE LOW E(c) 9 P P ydronic sys ems Requirement mxnll be met 5.5.3.2 Above-grade wall insulation R- ' R -_ ' R-_ Complies' i See the Envetope Assemblies' y • • ■ •� • :i,- (FO51' 'depthilength_. ;❑Does Not table far values. [ME501' (using a common return for hot ❑Does Not IIN611 value. ( Mass ` Mass 1❑Does Not iraf)4 farva!ues. Door 1:Glass(>5D%glazing):Metat Frame,Eritanoe Door.Perf. 4D _ - F -EAte ri o r"l���ht n '�' P +� /�e C a rti�1�+" to I 1❑ l❑ I !).555 D.779 e r ,p f.+s a ti.►L i t 1 C lift 1❑Not observable and chilled water are not used_ `❑Fiot Observable i ❑ Metal j❑ Metal 1 Specs_:Product ID fCWR,SH uC 0-85,PF O.f93,VT{3.52,[Brdg.Use'i- 1 1 ;❑Not Applicable ❑NatAppticabte 1 I Steel i❑Not Observable 6500}:comment KWANEER OR EQUA.L_,LOW E INSULATED ❑ I❑Steel ❑Not Applicable (c) 5.8.1.7 Exterior insulation protected ,❑Complies !Requirement will be met, 6.5.2.3 :Dehumidification controls ;❑Complies IRequirement wilt be met, [] Wood i[]Wood wtsT [FOG]' !against damage,sunlight, ❑Does Not i [ME19P provided to prevent reheating, ❑Does Not 1 111 L f moisture,wind,landscaping and Location on pianslspec: recanting,mixing of hot and cold I , I ¢ WaTI 3:Qther Metal Bu7ldtng U'tadl,[Bldg.Use 1-85rJ9j= 7713 - - 4.48£ D_DB9 Project information ❑Not Observable ( '❑Not Observabie ; I equipment maintenance Not Applicable �airstreams or concurrent heating 'Comment:SIMPLE SAVER R25(b) - ' i activities. ❑Not Applicable I -❑Not Applicable 5.8.1.2. wall insulation, Complies ;Requirement will be met and cooling of the same APP i [IN71L- installed per manufacturers ❑Does Not Docr2:insulated!,fetal,Swinging. ' Use 1-125 D •Comment' - :Ene'gp ': 9D_1 'n() 3 Sfandaard 5.8-1.7.3 Insulation in contact with time ;❑Complies Requirement will be met airstream• i lAtiove-grade inst*uctions- f] g" } 29 4.310 D.SaD ` 1 IF07}1 ground has<=0.3mfh'water '❑Goes Mot 6.5.2.4.1 t Humidifiers with airstream ❑Compiies !Exceptiont Requirement Ii []Not observable CEcO TS�xlU E i' 1� Tdle Threes brewing East absorption rate per ASTM 0272. (ME6613 ;mounted preheating jackets have ❑Does Not /does not apply. ; ❑Not Applicable .Door 3:Insulated Metal,Non-Swan Id Use 1-M ,-,- - Froj4a T ❑#lot Obseriiable Non-Swinging. $• Ol: 449 f?.291 D.509 �' New COIfStructon preheak auto-shutoff value set to - N61:observable ' "5.5.3.4 ,Floor insulation R-value- R-_ R ❑Com fres 'See the Enver Assemblies 7 - ❑Not Applicable ;activate when humidificabon,s ❑" I P Conmrlaent CLOPAY 37.l3 LTvTTELLCCORE Exte6or Lighting Zone 2(Lightbdustrial Brea veth limiled ni ht9me Ilse 1 B [INS}' I Mass: Mass I❑Does Not table krva,4ues. " ) ;not re aired. ❑Nat Applicable I I❑ Steel ❑Steel (a)Budget U-faators are used for software baseline caleLlation t ONLY.and are not code requirements- [11`0933 Frees protection and snow/ice ❑Complies' Exception#Requirement q 1 [F09)3 i melting system sensors for future ❑Does Not Ldaes not apply- 652.4.2 "Humidification system dispersion ❑Complies 1 Exceptions Requirement ❑ ❑ '❑Not Observable ;connection to controls. [NIE6913 `tube hat surfaces in the, ❑Does Not does not apply- Q wood I E]Wood !❑Not Applicable (b)'Other"car pone nts require supporting documentation For proposed LLfaebors- ❑Not Observable airstreams of ducts or air- Gortstraictian Site r c „ i :C]Not Applirable ❑Not observable I i {c)Fenestration prodluc t perfo mance must be certiPed in docordance with NFRC and requires supporting documentation„ .Orvri2r,A -' Oesigner'Carttractor 'handling amts insulated>=R- I I - - 6.4,4-2-5 ;Bottom surface of float structures 1 R-- . I R.�_ I❑Complies 1 Exception:Requirement j 0.5- ❑Not Applicable , . .- (d)51317-Ckt-Grade ptopo5ed and budget l.)-f3etors shown in ffibie F-factors, Co La" "LLC, IFOIl]3 )incorporating radiant heating 1❑Does Not /does not apply. 5.S.1.I Build ng envelope insulation is I ❑Complies f Requirement will be met Cox Eric NItt75id,RA 65.2.5 i Preheat coils controlled to stop ❑Complies Requirement will be met_, [IN1012 labeled with R-vatua or insulation " P.O.Box 8?9 insulated to>=R-3-5_ output ❑Does Not 'certificate has been provided . . p1 ",, 1 " s '�,m i•'e . f ;❑Not observable 1 awe the Envelope Assemblies [ME70}3 1 heat ou ut whenever ❑Does Not • r ;,,s :sty, , F' m Gutthogue,NY 11935 Roc�r Paint NY 11771# g• g Ilstin R-value and otherrelevarst ❑Not'Observabte - .1" ,,y"air `. `, _•._ . ,-, ..-„.„..'!„w ` t 631-9213-4456' pp ;medsanicattoalin irscludin NotObservabfe * 'r1"- W,., .> _ ._. -d- --, --�, k ,- .,.�.,..- --, 4 } I❑Not A }!cable ,able€ar values 'economrzer operation,is active. ❑ data 1' I[]Not A hcabte EnYeto Compliance Statement. _ - _ j pe , PP' arch i tett is opton l ine_net: 1 ❑NotApplicabfe c '� -- . 5.8.1.9 •Building envelope insulation p ❑Complies ;Requirement will be met 6-5-3.3 ;Multiple zone VAv systems with :❑Com lies f Exceptions Requirement' ❑Does Not F R P P g P tJ [ME4213 I DDC of individual zone boxes P [iN181' extersdsoverthe full area of the i> Com 1Parace Statement The" roused envelope design represented in this document is cansistermt with the build°rm plans, ❑Does Not /does notaPPLY- component at the proposed rated specifications,and other calculations submitted with this permit application:The proposed envelope systems have bean have static pressure setpoint ❑Not Ob'servabte AIIOWed 1=7{terlOf LI 11tIrI Power R or U value. ( 'des/ ned to meet the 90.1(2013)Standard re uirements in COMcheck Version 4.0:4.1 and to comply with an a licable Section ;resetcantrals_ ❑Nok Observable IpanycarSysrems�ast ❑NotApplicabre ( g q PY Y Pi} 9 t 0 Plan Review Compfles? CommentslAssumptions „❑NotAppfir-ab[e 1krvatues. 'mandatory requirements listed in the Inspection Checklist _&R 1O 5.8.1.4" !Eaves are baffled to deflect air to ❑Complies Requirement will be met A ' 6.5:3.3 Multiple gorse VAV systems with ❑Com lies i Exception:Requirement C E 9.7 Plans,spec fications;and,+or ❑Complies ;Requirement will be met., IME4213 'DDC of individual zone boxes P P IlNllr above the insulation_ ❑Does Fiot AFt'ar'$tiffaCt'08te O [PR811 !calculations provide all information 1❑Does Not (have static assure ❑Does Notdoes not apply- i Location on pilins/spec. - II 9 h/ Quanta .;Altomd .Tradable A116*ed Watts ❑Not Observable I Not Applicable psi setpoint , 3ttSdti'ni2wdtta e with which compliance can be .[]Not Observable, reset controls_ ❑Nat"observable i pP cable fl B,X O See the Mechanrcaf Systems list ON Applicable ( 1 e�(J 11 determined for the exterior lighting -❑NotApplicabte farvaa'ues." -- ' and electrical systems and equipment :❑Not ApprcAible'1 _ 5-8.1.5. i Insulation is installed in ❑Complies Requirement,will be met Canopy(Tblain entry) -00 ft of door 2D Yes P•9[1 6.5 4.2 HVAC pumping systems>30 hp ❑Complies 'Requirement will be met [IN12]= su6stant of contact with#se' ❑Does Not �-�y�y l/ ,t� /� and document where exceptions to- [ME2513 ;des! red for variable fluid flow. I ( CO M eh eck Software Y etC�s'ri on 4 4.1 Ovent`-'3d Dour(Other#loot not main eri4 f the standard are claimed_information 9 . . ❑Dees Not inside surface separating • e (: 'Y)) 408 i t o. 2D ,Yes, $1Ra provided should include exterior i ? I I conditioned s ace from []Not Observable ` Site LiglmSrig(Parking area P ❑Not Observable , P ❑Not cable . t .° Compliance. ) 13nJD!t2 DDB Yes TSD /lighting power calculations,wattage of ❑Not licable 1 unconditianat space. APP( 1 i tea ri Q r "L i h e rte s cite I APP Total Tradable Watts(3)= 9749 bulbs and ballasts„transformers and 5.8.1.6 l Recessed equipment installed in C1Complies )Requirement will 6e met ,control devices. 1 [IN131z ,build! envelope assemblies Total Anowed Watts= 9740 Section n9 P ODoes Not Mechanical Rough tri plans Verified Field Verified `s does not con ress the adjacent To al AdlOmrred S 6-71.4 Detailed instructions for HVAC ❑Complies 'Requirement will be met.. # CornpCes. Comments/Assum tions P i uppfernenlaillilai"slb}= 600 Inspection Value Value P I ❑Nok Dbi ervabie (a)i�dat'tage trad24fF5 flfk 6n}3r BIrOYJed loetw9gT1 tr333Nf Sr2a5/$u7{3Ce5. (PR511 systems commissioning included on 1❑Does Not &Req.id rnsvfation_- ❑Not plies abra ,db)A supplemental allowance equal to t3aD w�+s may be applied tonv3rif t ompfi�r�e of both non traadable and tradable a. (the plats or specifications for projects !❑Not Observiable 63.4-4 ;Temperature reset by ❑Complies Requirement will be met 5.8.17,1 'Attics and mechanical rooms i` []Complies Requirement will be met >=50,000 fie. [h1E271'- %representative building loads iii I PFO ect information *easlstnfaaes I ❑Not Appricalbte 1 ❑Does Not I1N151' have insulation protected where 1 ❑Does Not pumping systems>10 hp for :. ;chiller and boilers ms ❑Not Observable adjacent to attic or equipment l' i Location on plans/spec: 1310 sed EXteFidr LI htln POWer Y access., ❑Not"Observable iNotA Applicable .Energy Code: 'Sl)-1 2013 Sta, dard g >300,000 Bluth. ❑Not Applicable []Not Applicable PP ( ) Secticsn pp cable i Plans Verified Field Verified Project Title:. Threes, East A B C' b E k Framing!Rough-tri inspect"inn Value Valle complies? CommentslAssumptiorss 6.5.6.1 (Exhaust airenergy recovery an ❑Complees ExcepEions Requsremen# &Req.TD IME5611 isystems'meeting Tables 6.3.6.1-"` ❑Does Not does not apply_ Project Type: rleM1N OitSflUCtidn Fixture lU:flail ription d 18rnp!YWattage Per Lamp 1 tall Lamps! 1. #"of rixture (C X D) 1,and 65.6.1-2. r 5.4.3.2 ;factory-built and site-assembled ❑Complies" Requirernent will be met, !❑Not Observable Fixture ,Fixtures. Waft. IFR113 fenestration and doors are []Does Not ❑Not Applicable #son Final Ins ec n Com lies? Comments/Assumptions tions r ' labeled or certified as`meet ng air pP P P P ' - . .. 'Canopy(l�ra[n entry 46 ft of door tlyldthl_.Tradat7le WSttaot' { Not Observable &Re tta leakage requirements`. t ❑" 6-5.?.4.4 'Kitchen hoods>5,000 cfm have Complies 'Exception:Requirement q' cons!riiction Site. Ownen(A nt r ❑Nat Applicable i $e 10esignenContractor, LED l:ReoesSwl;Other (ME32r' Imake op nit>=50%of exhaust '❑Does Not does hot apply_ 5.4.3.3 !Weatherseals installed on all loading �Compties j Exception:Riequirement does not apply. Lot 2 ? 1 1 D i9 n�( err vo9urrme. [FiM dock cargo doors in Climate Zones 4- ❑Does Not F&S,LLC, Ent N'ito5ia,'RA 5.4.3.4 Vestibules are installed where ❑Complies Requirement will ba met I ❑Nok Observable ' j Cox Lane tJVerhe ld[)OOC(#/that dt7oC(riot maim/Pr1tfY)4rJ$ O•door Wlajfhl'Trad3t7l!•VJaftarle IFR413 I building entrances separate ❑Does Not 8- I P.O_Box 879 conditioned s ace from the Location ort laps/s Not Observable Cutch ue,NY.11935 ❑Not Applicable ❑ LED 2:Wag Mount:Uthm P []Not Observable ! P pec: i °� Rocky Point NY 1177$ 3' :85 'I6: exterior,and meet exterior Vestribule Provided 65JA_5 A field test used to ioCam lies Exception:Requirement ❑NotAppticable 1 Approved P f Pt' 631-928-4456 :sit h in ParkiTt a 13ri 0 ? Trd�bl "'� �n envelope requirements,Doors ❑Not Applicable [ME4913 ;evaluate design airflow,fates; � ❑Does Not i does not apply- 6.4.3.1.2 JThetmostatic controls have a 5-'F ❑Complies i Requirement:will be met �'�'-t`�( Q`�" � ) ' arcFiikectCaptonlirle.net LED 3:Pole•Mount:other. have serf-closing devices,an are- ;and demonstrate propercaphire I [Flap ?deadband_. OQoes Not 1 3 fs5 765 >=7 ft apart 1>=16 ft a art far :and containment of kitchen ❑Not Observable ; I adjoingir g floor area>_40000 I 1.exhaust systems. t '❑Not Applicable j .;❑Not Observable I Total Tradable Proposed Watts= '349 150 sq--Vestibule floor area<=7 6,5.8-1 I Unenclosed spaces that are I ❑Complies Exception-Requirement pp j❑Not A licable , 50 s ft or 2 percent of the . 6.4.3.2 Temperature controls haves Dant ❑Com firs R d to"i i! r�' ti. ..""'I q, •' s t°`' i i r'i'i q-- P ttG331z !heated use only radiant Fsea.. !❑Does Not does not apply 3p P equiremenk:will be met Allowed Interior Lighting POON£'r ° jleaa- :�� 1 '1a (fw r � - adjoining conditioned floor area. . [Ft201 :overlap restrictions_ . �• -- W..._,�....... 1 9 P ❑Does Hak � -. -- ....�:,...,, 11,..._...................._..,._.,,-.,, �.,. .- ,.a....,,..,� •....»a 5.5.4.3a Vertical fenestration t/-Factor. [ Not`Observable l I P � :❑Nat observable B p Exterior Lighting Compliance Statement. .tJ_ i U- ❑Com lies ( 154 for values. Assembi;rs ❑Not Applicable 1 1 A g ry Floor Area AI(4Wed Allowed 1Natt 3 Corrin diorite Statement The proposed exteriarrtglmting design represented ir1.this document rs canststent with the boldin [fR811 I ;❑goes Not j❑Not A licable P g plans; IMEgs7.42 ;Service watency requirements. equipment` Complies Pp Area Category (�) Waw d ft2 (B X C) -specifications,and other calculations submitted with this permitapiplication_7?me pro[sased ezter]or lighting system'shave been j❑Not Observable i {julE35]I /meets efficiency tequrrements. r .1❑Does Not 6.4-3.8-1 ;HVAC somatic shutdown with at Least ❑Coes Not Requirement:will be met c '.designed to meet the 96.1(2013)Standard requirements tri COMdieck Version 4prop; and fro cum 1 With an t /![able I ❑Not Applicable [F12113 �one automatic shutdown control,. '❑Does Not ❑Nat Observable 1 5.5.4.3b Skylight fenestration U-Factor_ I U-_ U-- I ❑Complies See theEnvefopeAssemblies. I I 1-B50(MarlufacturkV Facility) 1259{1 q ,18 7$05 P,Y Y, RP [FR91 ❑Does Not (table for values- ❑Not Applicable -,❑Not Observable! mandatory requirements listed in time lrlspection'Cho�cklist. Not Observable'( 6.4.3.9 .Heating for vestibules and air ❑Compiies Requirement will be met ❑Not Appficable Total Allowed Watts= 7&76 I ❑ I IME531a °curtains include automatic ❑goes Not 6.4,3.3-2 1Setback controls allow automatic '❑Complies lRequiremeit will be met. (❑Not Applicable 1 controls that shut off the heating IF122}3 1 restart and temporary operation as !❑Does Not Proposed interior Lighting Power 5.5.4.4_! 'Vertical fenestration SHGC value.1 SHGC• SHGC:_ ;❑Comptes 'see the EnrefopeAssemblies system when outdoor air ❑Not Observable I required for maintenance. ]Table fory_111p 'temperatures I❑Nat Observable, 1FRI011 - i❑Does Not P atures>45F_Vestibule ❑Not Applicable I A . f3 .. C E 1" ,❑Not Applicable 1 heating systems controlled by a Fiicttire"[D:f?escription f Lamp d Wattage Pet Larne f Ballast Lamps►. #of Filtturt= (C X D) JI❑Nat observable thermostat in the vestibule w th 6.4-3.5 1 Heat pump controls prevent i❑Compries 'Requirement will be met I❑Not Applicable -setpoint c=60F_ [FI !supplemental electric resistance heat, .`•❑Does Not' Fixture" Fixtures Watt. 5.5.4.4.2 'S ti ht SHGC value. ' SHGC: SHGC: i❑Com lies I See the Envef Assemblies 1 from'coming on when not needed_ I' INSULATION VALUES ALSO k3' g P � 6.5.1fl ;Doors separating conditioned Complies Exception:Building ❑Not Observable 1-6500(Manufa t hire Fa6P tvl [FR2111 ❑Does Nokie iorvalues. [ME731' 1 space from the outdoors have ❑goes Not (entrances have automatic g Ic1Not Applicable LED 1:HIGH BAY LED:OStr2r. ? NOTED O N BUILDING SECTION ❑Not Obse vable heating that doom system et ON Observable 1 Closing devices. 6.4.3.6 ;When humidification and !❑Com lies R uirement will be met, 1 11 14_ tb84 ;heating and cooling system when P I LED 2:`1X2 LAY 1N LED:Other 2 3 28 124 ❑Nat Applicable - - ❑Not Applicable I [FI6}3 1 dehumidificotion are provided ko b l❑D�"Not DOOR AN D WINDOW' VALUE S 5.8.2-1, Fenestration rasducts rated(U ❑Com lies 1 Requirement will be met. ;zone,simultaneous operation is LED 3:2X4 LAY IN LED:c3Lrer 2 g 40 m, ! P P I q Section 'prohibited.Humidity controlprohibits i�❑NokObservablef r 5.8.2.3,. �factor,SHGC,and VT)in ❑Does Not a Not licable" LED 4:FLUSH MOUNT-Other. 2 5-8,2.4, 1 accordance with NFRC or energy' Location on # Firta!€n:pectlan Complies. CommentslAssvmptians the use of fossil fuel or electricity to APP 1 e 29 24 ALSO NOTED IN SCHEDULES 5.8.2.5 " '.code defaults are used, On WindowiDoor Schedule produce o dehumidified, 1 roP Watts 2233 ❑Not Observable , ale R iD Ys !❑Does Not 1 'tet• uc RH>3 in the warmest Total P o5 x I IFR12]' + ❑Nat Applicable 8.7.1 ;Furnished as-bulk drawings for �Compties Requirement will be met. 'zone humidified and RH<6056 in the coldest zone deli 's i "i'} i *' ' ®.'` / it• l i; i " s i i ._-1-.____-__-: "?' . ! � [Fi1613 electric powmtrsystems within 30 da , �+.� a - - of system acceptance. I 6.7 2.l Furnished HVAC as-built drawings ;❑Com ties }"' . + ` �' "` ^1 ` "`r'4a 111 i[]Not Observable; 9s P Requrremerd,w ll be met ,,,,z,,,-,,.._,",_ __ �_ _. ._, ..,- ,,,�- --� ,,,,�,Q -, 5-8.2.2 Fenestration and door products Y❑Complies' ,Requirement will be met, i (FI713 ]submitted within 90 days of system 1❑Does Not - "-_.L,_ [FRI311 farelabeled,orasignedand ❑Does Not ❑NotAppfcable j ;acceptance I Interior Liglltinr3C+afnplianceStatement '❑Not Observable! • • dated certificate listing the U-' 6.7.2 1 Furnished 0&rvi instructions for ❑Complies j Requirement will be met ! ❑Nat Observable I ! i❑NotApplicable"i Comphance Statement. The proposed interior-lighting design represented in this ilocu' erst is consistent with the(7ulding plans, 1 lfaitctr.SH GC,VT,and air leakage [F12713 ;systems and equipment to the ❑Does Not specifications.and other calculations 5ubmikted with this arm t application.The ro used interior lighting stems have been rate has been provided b the ❑Not Applica6te p y boldin owner or designated" Not Observable 6.7,22 Furnished 0&t4 manuals for HVAC ❑Complies ;Rt�uirement will be met., R PP P P 9 9 sY ,zv ':' F,ric.manufacturer'- � Irepresentative.. g [Fis13 s temswithin 90 days of s stem desr ned to meet the 90.1(2013)Standard re / ❑Not Applicable,1 ' Ys Y ❑Dees Not +1 quirements in COMc{aeuk Version 4.0.4,1 and to comply with any applicable 5.5.3.6 U-factor of opaque doors j I. U (❑Complies ;See the EmelopeAssemblies !acceptance. i e ! Not observable mandatary rec}uirements listed in time Inspection Checklist., ,`:, (FR24]1 associated with time bvitdng !❑ Swinging Swinging ❑Does Not ale forvaJues, 9.2.2.3 'Interiorirista Cfed lamp aril fixture ❑Complies 1Seetrse fntenrxLghe rg fixture schedule forvalues ❑ �J' ! T n T T thermal enverope meets Nonswin in 1 [F€I8]1 (lighting power is consistent with what ❑Does Not ;❑Not AppF cable 1 �a✓ I ` 6R�Y { �G [] Nonswmgmg u] g 9 ❑Not Observable I I11 11 I l- requirements.: ! { 1s Shawn on time approved lighting 6.7.2.3 IAn air and/orh dronic stem ❑Com lies I❑NotAppiica6Ee ;plans,dernonstratin roused watts NotOfaservable; 1 r Y_ SY P 1Requirement will be met 1 g proposed IFI9] I baancing report is provided for HVAC' Does Not l ,.- PO Box 879, Rock Point, N.Y. 11778 J 's are less than or equal to allowed ❑Not Applica6te I . i Y 1 systems serving zones>5,000 Ft2 of I watts. - 1 :❑Not Observable, 5.4.3.1 Continuous air barrier is• ❑Complies Requirement wart be met cord tinned area_ j Telephone: (631 928-4456 [FR1511 wrapped,sealed,caulked, -'❑Does Not 9.4.2 'Exterior lighting power is consistent f❑Complies See the Exterior Lighting fixture schedule for values ! ,❑Not Appticable.i ask 1 p spec: [FI19]1 I with what is shown on the roved ❑ I, 6.73.4 ;HVAC control stems have been E-Mail: architect@optonline.net g e#ed,and/ortaped in ori Location en cans/ approved Does Not ElCom ties 3R `' p , '❑NaE obsetvabCe' i , systems I P Requirement will be met approved manner,except in ;Simple Saver Insulation Liner !lighting plans,demonstrating i [F11011 tested to ensure proper,operation, ,I Does Not 1 r �j u r w 1 zones -ted spaces in##!make []Not Applicable "System I proposed watts are less than or equal I ❑Not Observable calibration and adjustment of controls. I �R`D A'S C THREES l \ �� �l 1) EAST zones/-6_ ltoallowedwatts. ❑F1otAppficable ., 1❑NokObseroable; L, - 10,4.3 I Elevators are designed with the ;❑Complies I Exception:Requirement does not apply. 1 ❑HOt Applicable.I �� \C O [F[241= proper lighting,ventilation power,and ❑Does Not 1 7.4-4.3 !Public lavatory faucet water Complies Requiremennt,will bemet �� �� S/q ILOT 2 CUTCHOGUE BUSINESS CENTER CUTCHOGUE, N.Y. standby mode. 1 I [Fi1113 'temperature<-110•F_ Does Not 441 )_ ❑Not Observable, i ❑Not Appfcable.I ❑Not Observable f Not Applicable i 1$ I Q �I 7.4.3 First B ft of outlet piping is insulated ❑Com Not ;Requirement will be met. 1 * �I�l�I�GY NOTES (Ft451' I❑Does Not I Rev Date:3/14/2017: "^V �. Rev 1Revisions7: Revisions �- Scale: 1/4"-1'-0" Rev Date. 4/7/2017 Page 1 Revisions 9 Rev Date:0211612017: '(5 �O O. Rev Date:02/162017: A4.3 Reflected Ceiling _ A4.3 Reflected Bilin Plan Revision o Job# 15122 By: E. Nicosia # 2 OF 12 Plan Revision Rev Date:09/22/2016 11 5 4 3 2 1 CHILLER ON SLAB 100'-0"OUT TO OUT OF STE L GIRTS D 25'-0" 25'-0" 25'-0" 25'-0" 0'-1 1/2" za 1m z_ G)G) -0" 21'-0"CENTERLINE MEZZANINE COLUMN D r r d d00 00, a °�• U z YS TEEL O <® I >rn OLUMN p w IN WALL 4 7/8" / 4" 22'-0" 4" 45'-8" to T-5" 6 3/4 —— — — — — — 8... 1 1/2" 0 5'-0" ' / \ + / I 12'-13/4" 34"HIGH ADA i� •, T-9 5/8" 00 WORK SURFACE LO B�OFFICE I � � I I I I I I I l o= � zo (Z 777. o 0 1.0 c0 D08 - — •8 P I I, I I G co �Go i t I I I I I00 I I 3 4'-6" 4 7/8" T-2 7/8 I I $n zi // ` I W Q8 1 I I —� O N i �10 W o Nz N0 0zo D07 00 VJ M O 0 0 — �I I ❑z r` Z E— � COLD STORAGE -�� T � _ _ _ _ _ _j TYPICAL ALL LAYS: (D I I - - - - - w p r SOAP DISPENSER D10 Z X I I w z-z—� HAND TOWEL/DRY R _ _ _ _ _ w —� —z WALL MIRROR • U z_j 36"GRAB BAR c _ _ _ _ _ CO iI I I I I I —n t i — 42"GRAB BAR o"(, - --- -- I -I `a cN — u~) — 18"VERT BAR - - - - - I T.P. DISPENSER it I ti 4"— '-0"•� BEVEL SADDLE 20'-4" 8"1/2" -4" _ ) I I I I I I I I z UaU =� o I I< _ b2 ti Z PROVIDE CERTIFIED SHOP DRAWINGS FOR SLAB Q B WALL AND(FLOOR ASSEMBLY NOTES: 00 ( ❑ �,8 SUPPORTED ENGINEERED METAL MEZZANINE SYSTEM w (n Z — 'er Q CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF I I ( I Z _Z I I _ — _ ,tf THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER ❑ ❑ H CONTRACTORS AND TRADES TO PROVIDE COMPLETE CODE COMPLYING 10'X10'WITH 3'X'SWING DOOR d 0 Q _� SYSTEMS./ALL MATERIALS TO BE INSTALLED IN CONFORMANCE WITH J Q _ _ <_ 0 MANUFACTURERS INSTRUCTIONS AND U.L.LISTING W PROVIDE AND PROPERLY INSTALL ALL FIRESAFING,FIRE/SMOKE I� c' EDGE OF MEZZANINE ABOVE _ STOPPING AT ALL PENETRATIONS OR OPENINGS BETWEEN FLOORS, 0I I p I a Q I 1 z W I•- — — — — — — — A — — — — — — — — — — — I e l o w mX INTERSECTIONS OF WALLS AND STRUCTURAL ELEMENTS,AT ALL O Q J C PENETRATIONS OR OPENINGS THROUGH RATED AND NON-RATED WALLS ro 5 W I I = I O�G� C, iv = AND AT ALL OTHER AREAS WHERE FIRE AND SMOKE MAY PENETRATE. ti 'Li I I O I I � U- � O COMPLY WITH UL#1479 AND ASTM E814 FOR THE RATINGS REQUIRED FOR FLOOR PENETRATIONS,WALL PENETRATIONS AND PERIMETER WALL TO N I I LW_L W O W F- FLOOR PROTECTION OR OPENINGS I I � W I F_ I I O O ° I I I I I W Z J rn D05 W I I I I -rpi � WALL LEGEND PROVIDE ALL REQUIRED BLOCKING,BRACING FOR GRAB BARS,FIXTURES,EQUIPMENT ETC. iQ W EXTERIOR WALLS:26 GA.METAL PBR PANEL.WMP-50 R-19 t - INSULATION.AT 8"GALVANIZED FRAME BRACE OVER STEEL 0 W ( I ° o RIGID FRAMES.CONTINUOUS AIR&VAPOR BARRIER MAXIMUM I I A AIR PERMEANCE LEVEL NO GREATER THAN 0.004 CFM/FT2, ' 00 I I I I N WITH CAULKED OR SEALED JOINTS,PENETRATION,ETC. r-- N ( - a I N NE OUR CEILING ASU.L.U404 ONE O EMBUR LY BARRIER 1-318"X 3-5 8L 22 GAUGE STEEL STL 12'TALL TIGHT TO UDS I I ! (SDWS22)AT 16"O.C.WITH ONE LAYER 5/8"TYPE X FIRE RATED, I I i MOISTURE RESISTANT GYPSUM BOARD EACH SIDE.DEFLECTION t � t (l I I N I BREWERY I I I I I li TOP TRACK,SOUND CONTROL CAVITY INSULATION. b D07 ; TILE SYSTEM ON 6" I I I I _j(n SEAL ALL CONSTRUCTION JOINTS,PENETRATIONS AT FIRE BARRIER WALLS P.C.SLAB I Q p WITH ELASTOMERIC FIRESTOP SEALANT&BACKER MATERIALS INSTALLED IN ' I I PITCH TO DRAINS N i Q 0 CONFORMANCE WITH INSTALLATION INSTRUCTIONS,DETAILS AND (I 1 1 I I I I t l II o SPECIFICATIONS AND UL SYSTEM DESIGN ir i D06 ZO Q iV NON RATED VESTIBULE WALL TO 9'HIGH: 1-3/8"X 5-1/2"22 Q GAUGE STEEL STUDS AT 16"O.C.WITH ONE LAYER MOISTURE I I - w " IV �I *y r- ' RESISTANT 518 GYPSUM BOARD EACH SIDE.R-19 UN FACED I 1 I I M i t II d O M C' INSULATION GUARD&HANDRAIL NON RATED INTERIOR WALL TO MEZZANINE DECK:1-318"X 3-518" 42"HIGH GUARDS i i ' OR 5-1/2" 22 GAUGE ST to ( ) L T_UDSA OEC WITH ONE LAYER MOISTURE RE3 NT 5/8"GYPSUM BOARD E f WALL D CAVITY SOUND CONTROL INSULATION. 1-3/8X5-1/2 20 GA. it I I 1 I I I I I STUDS AT MEZZANINE WALLS TO ROOF 0 VA BREW HOUSE RAISED GUARD&HANDRAIL ' O -r-j I PLATFORM �-�- 42"HIGH PAINTED STEEL GUARDS IN COMPLIANCE WITH NYSBC I E SECTIONS 1015.2 THROUGH 1015.7.AND SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIA. -i_j u) FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. J D09 U. .#U4 ONE HOUR ALL TO D09 00 0 ww Q MINI M FIRE CLASSIFICATIONS:WALLS:CLASS C MIN. CEILING AS EMBLY AB VE ❑w p o GYPSUM BOARD WALLS:BEAD,TAPE AND 3 COAT SPACKLE,PRIMER AND U O 02 C �= FINISH COAT INTERIOR LATEX PAINT COLOR&FINISH TO BE DETERMINED. I I W BO R M --I u `�/ O O O I o I I v Q W FLOOf� FINISHS & ASSEMBLIES: �� z aw o m � Q o U = o c_ W Y/ / M Wccooz Cf)u-O ❑w❑� o o O ,/ / (c U co w o MINIMUM FLOOR FINISH FIRE CLASSIFICATIONS:CLASS I OR II o a� F0_ to D03 W Z Cn Z)Q _Z g p 112"MAX DIFFERENCE IN FLOOR FINISH LEVELS. I W -I I I V - DD-(D I Q� V p oD}Z to / A - m BREWERY:KAGETEC TILE FLOOR SYSTEM PITCHED TO DRAINS J ( H C0 J w Z I t° OFFICE:ENGINEERED LAMINATED WOOD FLOOR WITH UNDERLAYMENT W B U L E I W eo W H V MEZZANINE STORAGE:P.C.SLAB 0'-8" T-8" 0'-4 7/8" "I5' O -4 7/8 50'-2 3/4 0'-6 3/4' 1 7'-6" 0'-6 3/4" �' `n O 15'-10" 0'-8" LAB/OFFICE:VINYL COMPOSITION TILE,VINYL BASE n N VESTIBULE,LAVS:CERAMIC TILE FLOOR,VINYL BASE 00 COLD STORAGE AND BREWERY:SLAB o J D02 D02 `7 D PREPARE P.C.SLAB IN CONFORMANCE WITH FLOOR MANUFACTURERS SPECIFICATIONS. VERIFY PROPER MOISTURE CONTENT BEFORE APPLYING FINISH FLOORS SIGN 00 /� 0 303.1 General.Changes in level in floor surfaces shall comply with Section 303. U.L. #L524 ONE HOUR RATED CEILING ASSEMBLY-12'HIGH: 5'-0" 5'-0"- F 303.2 Vertical.Changes in level of 1/4 inch maximum in height shall be permitted to be vertical. 3/O. .(8 PLYWOOD E).(2) AY R 8"STEEL JOISTS @ 16" 303.3 Beveled.Changes in level greater than 1/4 inch in height and not more than 1/2 inch O.C.(8SW 20 GAUGE).(2)LAYERS 1/2"TYPE X GYPSUM o � o " 9 ROO O ENTRY maximum in(height shall be beveled with a slope not steeper than 1:2. BOARD CEILING .SEE U.L.DESCRIPTION FOR MORE INFO. 303.4 Ramps.Changes in level greater than 1/2 inch in height shall be ramped and shall comply with 4"P.C.SLAB to Section 405 or 406. 8X8 PAINTED STEEL r o COLUMNS E U.L.#L524 ONE HOUR RATED FLOOR/CEILING ASSEMBLY AT BOILER RM DSEE SHEET A1.3 FOR DESCRIPTION 75'-0" 0'-5" 9'-2" [0'-5" 15'-0" 0'-1 1/2" 25'-0" 25'-0" 25'-0" 2P 1 P 25'-0" 0'-1 1/2" 6ric Nicosia „ E R�C�IST�R�D �1ZGNIT�GT 1001-01, - PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 5 4 3 2 1 • E-Mail: architect@optonline.net FLOOR PLAN ��R�DA&C THREES BR5NINO EAST 0�5 ���C CO S�q �� (LOT 2 CUTCHOGUE BUSINESS CENTER ;o CUTCHOGUE, N.Y. t * FLOOR PLAN Rev Date:3/14/2017: Rev Date:4/712017: Revisions Q� it— 1 11 Pagel Revisions Rev Date:02/1612017: �j Scale: 1/4 -11 �O Rev Date. 4/7/2017 A-1 . 1 Rev Date,02/162017: A4.3 Reflected Ceiling A4.3 Reflected Ceiling Plan Revision Job# 15122 By: E. Nicosia # 3 OF 12 Plan Revision Rev Date:09/22/2016 5 4 3 2 1 100'-0"OUT TO OUT OF STE L CG-IRTS 0'-1 1/2" 25'-0" 25-0" 25'-0" 25'-0" 12'-6" 25-0" 25-0" 25-0" 12'-6" 1m 4'-0" 21'-0"CENTERLINE MEZZANINE COLUMN 1 1 W01 W01 AN I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I N A o I 0'-4 7/8 20'-19/16"- 0'-8 I b I II I II I I I I I I I I t 1 1 I I I W02 MEZZANINE 4 I I I I t t I I I I I I OFFICECD I I I I I II I I I I I I I I I I I I I I I I t o0 _..._...I II Co W J I _ �,W o D10 o �z co o' I O ifl w Z N I I ( 'r 3„ / O I Z N N z m47TLAV \ I 3 N \ I LL I \ co y, I wo1 II \ / z I I / II I - \ J I t I I D10 \ 7_6' / I I I w w IZEE MEZZANINE co (V ' z STORAGE I co I II ° 0 rKI 1 I o I I I bZ ( B WALL AND FLOOR ASSEMBLY NOTES: I I CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER I I ( I t I ( I I F_ CONTRACTORS AND TRADES TO PROVIDE COMPLETE CODE COMPLYING a-, SYSTEMS.ALL MATERIALS TO BE INSTALLED IN CONFORMANCE WITH I I (D MANUFACTURERS INSTRUCTIONS AND U.L.LISTING J W PROVIDE AND PROPERLY INSTALL ALL FIRESAFING,FIRE/SMOKE o — — — 42"HIGH GUARDS FW- STOPPING AT ALL PENETRATIONS OR OPENINGS BETWEEN FLOORS, —t — -}- f— �l - mX INTERSECTIONS OF WALLS AND STRUCTURAL ELEMENTS,AT ALL LL PENETRATIONS OR OPENINGS THROUGH RATED AND NON-RATED WALLS I I M I O AND AT ALL OTHER AREAS WHERE FIRE AND SMOKE MAY PENETRATE. I I I O COMPLY WITH UL#1479 AND ASTM E814 FOR THE RATINGS REQUIRED FOR I t t I O FLOOR PENETRATIONS,WALL PENETRATIONS AND PERIMETER WALL TO I I I I I F- FLOOR PROTECTION OR OPENINGS Z) O I WALL LEGEND PROVCING FOR GIRAB BARDE ALL S FIXTURES,EQUIPMEUIRED BLOCKING, NT ETC. I I I I t I I t I t t I EXTERIOR WALLS:26 GA.METAL PBR PANEL.WMP-50 R-19 INSULATION.AT 8"GALVANIZED FRAME BRACE OVER STEEL I I RIGID FRAMES.CONTINUOUS AIR&VAPOR BARRIER MAXIMUM I A AIR PERMEANCE LEVEL NO GREATER THAN 0.004 CFM/FT2, WITH CAULKED OR SEALED JOINTS PENETRATION ETC. II I , I I I I t t t I t 1 I U.L.U404 ONE HOUR FIRE BARRIER WALL 12'TALL TIGHT TO ONE r HOUR CEILING ASSEMBLY:1-3/8"X 3-5/8"22 GAUGE STEEL STUDS ti N N I I I I I B (SDWS22)AT 16"O.C.WITH ONE LAYER 5/8"TYPE X FIRE RATED, I I I MOISTURE RESISTANT GYPSUM BOARD EACH SIDE.DEFLECTION I I TOP TRACK SOUND CONTROL CAVITY INSULATION I I I I I I I I I I I I SEAL ALL CONSTRUCTION JOINTS,PENETRATIONS AT FIRE BARRIER WALLS I I WITH ELASTOMERIC FIRESTOP SEALANT&BACKER MATERIALS INSTALLED IN CONFORMANCE WITH INSTALLATION INSTRUCTIONS,DETAILS AND SPECIFICATIONS AND UL SYSTEM DESIGN 1 I t I I I 1 t I NON RATED VESTIBULE WALL TO 9'HIGH:1-318"X 5-1/2"22 GAUGE STEEL STUDS AT 16"O.C.WITH ONE LAYER MOISTURE I - I RESISTANT 5/8"GYPSUM BOARD EACH SIDE.R-19 UN FACED C INSULATION I I I I t t I I M NON RATED INTERIOR WALL TO MEZZANINE DECK:1-3/8"X 3-518" (OR 5-1/2")22 GAUGE STEEL STUDS AT 16"O.C.WITH ONE LAYER /�D MOISTURE RESISTANT 5/8"GYPSUM BOARD EACH SIDE.WALL CAVITY SOUND CONTROL INSULATION. 1-3/8 X5-1/2 20 GA. STUDS AT MEZZANINE WALLS TO ROOF I I I I I I I I t i 42"HIGH PAINTED STEEL GUARDS IN COMPLIANCE WITH NYSBC SECTIONS 1015.2 THROUGH 1015.7.AND SHALL NOT HAVE E OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIA. I I FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. I II I I I I I ^ MINIMUM FINISH FIRE CLASSIFICATIONS:WALLS:CLASS C MIN. GYPSUM BOARD WALLS:BEAD,TAPE AND 3 COAT SPACKLE,PRIMER AND FINISH COAT INTERIOR LATEX PAINT COLOR&FINISH TO BE DETERMINED. I I FLOOR FINISHS & ASSEMBLIES: 1 I -n C I I I t I I I I I MINIMUM FLOOR FINISH FIRE CLASSIFICATIONS:CLASS I OR II C i_ I - 1/2"MAX DIFFERENCE IN FLOOR FINISH LEVELS. m� --q fN HR CEILING I oo BRIEWERY:KAGETEC TILE FLOOR SYSTEM PITCHED TO DRAINS OFFICE:ENGINEERED LAMINATED WOOD FLOOR WITH UNDERL 11711 AYMENT O ASSEMBLY BELOW t I t I t t 1 I I r ME:ZZANINE STORAGE:P.C.SLAB LAB/OFFICE:VINYL COMPOSITION TILE,VINYL BASE 00 VEISTIBULE,LAVS:CERAMIC TILE FLOOR,VINYL BASE n m ( I I I COLD STORAGE AND BREWERY:SLAB I I I fV - PRIEPARE P.C.SLAB IN CONFORMANCE WITH FLOOR MANUFACTURERS SPECIFICATIONS. VEIRIFY PROPER MOISTURE CONTENT BEFORE APPLYING FINISH FLOORS o I ® O I 303.1 General.Changes in level in floor surfaces shall comply with Section 303. — — — — — — — — — — — — e— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — momitedtob1ver al. 303.2 Vertical Changes in level of 1/4 inch maximum in height shall be permitted to be vertical. — — — — 303 3 Beveled Changes in level greater than 1/4 inch in height and not 01 01 01 I I I I 01 maximum in height shall be beveled with a slope not steeper than 1:2. 303.4 Ramps.Changes in level greater than 1/2 inch in height shall be ramped and shall comply with Section 405 or 406. - U.L.#L524 ONE HOUR RATED FLOOR/CEILING ASSEMBLY AT BOILER RM in -O' SEE SHEET A1.3 FOR DESCRIPTION Ll 12'-6" 25-0" 25-0" 1125'-0" 12'-6" 0'-1 1/2" 25'-0" 25-0" 25'-0" 2P 1 P 0'-1 1/2" 6ric Nicosia 100'-0" R S R. RRGN lT T 2 PO Box 879, Rocky Point, N.Y. 11778 5 4 3 1 Telephone: (631) 928-4456 E-Mail: architect@optonline.net c�R�°A&C THREES BREKN& EAST MEZZANINE PLAN �,� ��`\r' 0 LOT 2 CUTCHOGUE BUSINESS CENTER W CUTCHOGUE, N.Y. J� t * MEZZANINE PLAN Rev Date:3/14/2017: Rev Date:4/7/2017: Revisions Page 1 Revisions Rev Date:02/16/2017: 0 ,}cJ �© Scale: 1/4"=1t-0n Rev Date. 4/7/2017 A-1 .2 Rev Date:02/1612017: A4.3 Reflected Ceiling C411 A4.3 Reflected Ceiling Plan Revision Job# 15122 By. C E. N i cos i a # 4 O F 12 Plan Revision Rev Data:09/2212016 WALL AND FLOOR ASSEMBLY NOTES: U.L.#L524 ONE HOUR RATED FLOOR/CEILING ASSEMBLY AT BOILER RM CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER DESIGN NO,L524 OCTOBER 07, 1604CONTRACTORS AND TRADES TO PROVIDE COMPLETE CODE COMPLYING �4 Water Closets and Toilet Compartments UNRESTRAINED ASSEMBLY RATINGING-1 HR. SYSTEMS.ALL MATERIALS TO BE INSTALLED IN CONFORMANCE WITH REFERENCE ICC/ANSI A117.1-200!9 604.1 General.Accessible watericlosetsand tollet OA51S° BARRIER-FREE SPLIT-LEVEL l/ersacooler' II MODELS UNRESTRAINED BEAM RATING-1 HR. MANUFACTURERS INSTRUCTIONS AND U.L. LISTING cornpartments shall comlAy with Sermon 604.Com PACSL, P8ACSL, PGACSL, PG8ACSL, P8ACSLEE 1:FINISH FLOORING-MIN 19/32 IN.THICK WOOD STRUCTURAL PANELS,MIN GRADE"UNDERLAYMENT"OR REST GENERAL,FLOOR SURFACES SHALL BE STABLE,FIRM,AND SLIP rtrrments containi 'more than one plumbing Fix= "SINGLE-FLOOR".FACE GRAIN OF PLYWOOD OR STRENGTH AXIS OF PANEL TO BE PERPENDICULAR TO RESISTANT,AND SHALL COMPLY WITH SECTION pa r'Fg p g `" PROVIDE AND PROPERLY INSTALL ALL FIRESAFING, FIRE/SMOKE 302.CHANGES IN LEVEL IN FLOOR SURFACES SHALL COMPLY WITH titre Shall comply with Section.603, Wheelchair �� JOISTS WITH JOINTS STAGGERED.LONG EDGES SHALL BE &G. ,s} NOrLs: STOPPING AT ALL PENETRATIONS OR OPENINGS BETWEEN FLOORS, SECTION 303. .accessible{I'on'tpBrtF11$r t$shall Lompl�'V'Vlth,'ef:tiOn DRAIN TUBE - t$°`� SHORT LEC bPT!AL G1J455FiLLER t; TRAP, STOP VALVE AND 2.FLOORING FASTENERS- NOT SHOWN THE SUBFLOORING FIRST LAYER OF EACH FLOOR SYSTEM INTERSECTIONS OF WALLS AND STRUCTURAL ELEMENTS,AT ALL LOCATION ELECTRICAL OUTLET NOT ( ) ( ) 302.2 CARPET.CARPET OR CARPET TILE SHALL BE SECURELY 604.8.Ambulatory accessible cornpartrrlents stlall WATER l- UlATER FURNISHED. AND FINISH FLOORING OF SYSTEM NO.1 ARE TO BE FASTENED TO THE STEEL JOISTS WITH TYPE S12 BY PENETRATIONS OR OPENINGS THROUGH RATED AND NON-RATED WALLS ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD,OR comply with Section 604.9. 2. a Low 4 INCHES (102 MM] MIN. 1-15/16 IN.LONG SELF-DRILLING,PILOT POINT,STEEL SCREWS.THE SCREWS ARE TO BE SPACED 6 IN.OC FOUNT Q---->- y CC PER SIDE Foy VENTILATION. AND AT ALL OTHER AREAS WHERE FIRE AND SMOKE MAY PENETRATE, BACKING OR NO CUSHION OR PAD,CARPET OR CARPET TILE SHALL /- _ "'�S +3. RECOMMENDED ADULT BARRIER FREE AROUND THE PERIMETER OF THE FLOOR AND AT ALL END(BUTT)JOINTS OF THE PANELS.SPACING IN THE �Y -ter r; -7 +�---=_-- HAVE A LEVEL LOOP,TEXTURED LOOP,LEVEL CUT PILE, f ;- , HE,cHT INS 3 INCE SHOWN_REDUCE FIELD TO BE 10 IN.OC.FOR FLOORING SYSTEM NO.2,THE FINISH FLOORING IS TO BE FASTENED TO THE OR LEVEL CUT/UNCUT PILE TEXTURE.THE PILE SHALL BE'/,.INCH(13604A Hibight.The height of water closet seats shaft +A x � ���r a f f HucHr BY S INCHES FOR MM)MAXIMUM IN HEIGHT.EXPOSED EDGES OF CARPET SHALL B L. r �, n INSrattATIONS USED PRIUAWLY BY SUBFLOORING WITH TYPE S12 BY 2 IN.LONG STEEL SCREWS SPACED 6 IN.OC AROUND THE PERIMETER COMPLY WITH UL# 1479 AND ASTM E814 FOR THE RATINGS REQUIRED FOR UNIT ACEs 12 AND.vOUNGER. OF THE FLOOR AND AT ALL END(BUTT)JOINTS OF THE FINISH FLOORING PANELS.SPACING IN THE FIELD FLOOR PENETRATIONS,WALL PENETRATIONS AND PERIMETER WALL TO FASTENED TO THE FLOOR AND SHALL HAVE TRIM ALONG THE ENTIRE be 17 tnGhBS (430 mm) minirrlum and 19 Inches E E :p o + + `T_ = C,: meq: UNFT SHALL ALSO HAVE A M'+:IMUM 485 mm maximum above the floor,measured to N +� �' CLEAR FLOOR SPACE 301`760] BY TO BE 10 IN.OC WITH ROWS OF SCREWS SPACED 16 IN.OC. LENGTH OF THE EXPOSED EDGE.CARPET EDGE TRIM SHALL COMPLY ( } -+.• ea N `¢'" - - the top bf the seat. Seats shall not be sprung to �,_ '``=Q' �� ''`` D ENSoa. ADJUST O'D TO FLOOR PROTECTION OR OPENINGS - -�.,�'� rlvnacsl D' ENSU vS AS REO'D TO COMPLY WITH SECTION 303. PvreacSL WITH FEDERAL;STArE,'AND LOCAL 3.STRUCTURAL STEEL MEMBER-MIN W8 X 15 WIDE FLANGE STEEL BEAM. return to s lifted position. PusH PAn v.,s e,mde woes. 302.3 OPENINGS.OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE F o.D.WAT£w INLET WITH STRAINER WATER COOLER AND FOUNTAIN 4. A:.L DIMCNSIONS ARE IN INCHES, PROVIDE ALL REQUIRED BLOCKING, BRACING THAT DOES NOT PERMIT THE PASSAGE OF A'/z INCH(13 MM)DIAMETER EXCI`F�" ON:A Water,closet iIrl a,toilet r04'nt for a CONNECT COOLER REMOTE OUTLET TO „f t..R, DIMENSIONS IN BRACKET$ [ ] 4.STEEL JOISTS-THE JOISTS ARE CHANNEL-SHAPED,MIN 7 IN.DEEP WITH MIN 1-5/8 IN.WIDE FLANGES WALL LEGE N D SPHERE,EXCEPT AS ALLOWED IN SECTIONS 407.4.3,408.4.3,409.4.3, single oc cuPant,accessed only through a private FouNrwN WATCH tNLL1 w11H IIT"SING SUPPLIED ^� ARE 1N MILLIMCTERS. t2 isow7 AND 1/2 IN.LONG STIFFENING FLANGES.THE JOISTS ARE FABRICATED FROM MIN NO.18 MSG GALV STEEL. FOR GRAB BARS,FIXTURES, EQUIPMENT ETC. 410.4,AND 805.10.ELONGATED OPENINGS SHALL BE PLACED SO THAT ,office not for common use or public use,shall a"lax toe rtearanoe t+AZ, �5. 70R bHEARrVE 51zE ISO +ca ELECTRONIC EYE MODELS ONLY TORx READ SCR w,' MIN YIELD STRENGTH OF STEEL IS EITHER 33,000 OR 40,000 PSI WITH CORRESPONDING MAX WORKING THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT not be required to comply with Section 604.4. . rmeecktaranca 2i5 4i6] HANGER sl t"� HANGER STRESS OF 20,000 AND 24,000 PSI.JOISTS SPACED MAX 24 IN.OC.AT JOIST SPLICES BEARING ON MOU"NC HOLE, 2 Pt.es, 4 EXTERIOR WALLS: 26 GA. METAL PBR PANEL.WMP-50 R-19 DIRECTION OF TRAVEL. itmM depth 1841 MOUNTING HOLES, SUPPORTS,JOISTS ARE OVERLAPPED A MIN OF 3 IN.WHEN CEILING DAMPER(ITEM 8)IS USED,MIN JOIST „ 604.5 Gran Bars.Grab bars for mater closets shall A30 PrSACSL((EE) & PVF8ACSL _ �_ 4 PLCS. 303.1 GENERAL.CHANGES IN LEVEL IN FLOOR SURFACES SHALL pgnjf} with Section 649 Arad shall be lSroVided in NOTE,-eerr3pt»entpermrttedlnshadxtdarea FILTER WITH FLEXIBLE TUBING t� „j DEPTH Is 1a IN. INSULATION.AT 8 GALVANIZED FRAME BRACE OVER STEEL RIGID FRAMES, CONTINUOUS AIR&VAPOR BARRIER MAXIMUM COMPLY WITH SECTION 303. aCrordancs /with Sections 604,5.1.and 604.5.2. i � 9r �'� �t 5.JOIST STIFFENERS-(NOT SHOWN)-CHANNEL-SHAPED STIFFENERS,MADE FROM MIN NO.18 MSG A AIR PERMEANCE LEVEL NO GREATER THAN 0.004 CFM/FT2, 303.2 VERTICAL.CHANGES IN LEVEL OF%INCH(6.4 MM)MAXIMUM Graf!bars Shall be provided on the fear wall and ori Figure C606.2(a) :�� f781 t� GALV STEEL.STIFFENERS ARE 6-13/16 IN.LONG,3-1/2 IN.DEEP WITH 1-5/8 IN.FLANGES AND 1/2 IN. HEIGHT SHALL BE PERMITTED TO BE VERTICAL. LAVATORIES AND SINKS [13]2 Pus. x€Scs II"°T 303.3 BEVELED.CHANGES IN LEVEL GREATER THAN%INCH(6.4 MM)IN the side_ wall closest to the Writer closet.- STIFFENING FLANGES.THE JOIST STIFFENERS ARE USED AT ALL BEARING LOCATIONS OF THE JOISTS. WITH CAULKED OR SEALED JOINTS, PENETRATION, ETC. _ (e S6 14 ;m WASTE OPTIMUM HEIGHT AND NOT MORE THAN'/: INCH(13 MM)MAXIMUM IN HEIGHT °�"`� LOCAnON STUB OUT 1[25) 6.JOIST BRIDGING-(NOT SHOWN)-INSTALLED IMMEDIATELY AFTER JOISTS ARE ERECTED AND BEFORE U.L. U404 ONE HOUR FIRE BARRIER WALL 12'TALL TIGHT TO ONE ED W TH A SLOpE NOT STEEPER THAN 1:2.CHANGES IN 606 Lavatories and Sinks _�_ SHALL BE BEVEL I j 08 - _ tt o D CONSTRUCTION LOADS ARE APPLIED.THE BRIDGING CONSISTING OF JOIST SECTION CUT TO LENGTH HOUR CEILING ASSEMBLY: 1-3/8"X 3-5/8"22 GAUGE STEEL STUDS LEVEL GREATER THAN'/2 INCH(113 MM)IN HEIGHT SHALL BE RAMPED 6Ij�4.5,1 Fixed tide Wall Glrab ars.Fixed side_ 606.1 General. Accessible lavatories and sinks � I 7 �� [tel s� TULPI=CE AND PLACED BETWEEN OUTER SUPPORTS,ADJACENT TO OPENINGS AND AT MID SPAN WITH 8 FT OC MAX „ 307 PROTRUDING OBJECTS 307.1 GENERAL,PROTRUDING OBJECTS ON wall grabbars Shall be 42 inches(1065 mm)min- : shall comply with Section 606. t 1 =_,} T - 72 PLM rtl9'1 «, SPACING.BRIDGING CHANNELS ARE SCREW-ATTACHED AT EACH END TO JOIST WEBS USING ANGLE B (SDWS22)AT 16"O.C.WITH ONE LAYER 5/8 TYPE X FIRE RATED, CIRCULATION PATHS SHALL CoNvIPLY WITH SECTION 307. tsw3 MOISTURE RESISTANT GYPSUM BOARD EACH SIDE. DEFLECTION imam in 1eng+,h, located a2 Inches {305 mm} h+�+l I�tics - � CLIPS.V-BRACING OF 1-1/2 IN.BY 20-GAL GALVANIZED STEEL IS SCREW-ATTACHED TO BOTTOM JOIST 307.2 PROTRUSION LIMITS.OBJECTS WITH LEADING EDGES MORE THAN rri8xl11tLt?ri flim tllt3 rear wall and extending 54 606.2 Clear Floor Space.A clear floor space com- 4 7 P`CS' ah; •"} tI 9j FLANGE BETWEEN BRIDGING CHANNELS. 27 INCHES(685 ION AND NOT MORE THAN 80 INCHES EDGES MM ABOVE /Itches 137p mm)t minimum ll a and a rt,ar Wall54,in plying with Section 305.3, positioned for forward H y1 � 11021 Is„T I�el TOP TRACK,SOUND CONTROL CAVITY INSULATION. '3p;[20) i[+tsj i'[8] MOUNTING HOLES 2 PICS- s KCS- 8 PLCs. "' '+ 6A.HORIZONTAL JOIST BRIDGING-USED IN LIEU OF ITEM 6 IN SAME JOIST BAY AS CEILING DAMPER ITEM FAE approach, shall be provided. Knee and toe clear- '� 1377 - naj THE FLOOR SHALL PROTRUDE 4 INCHES(100 MM)MAXIMUM addition;a vertical grab bar 18 inches(455 mm) pp p I''� ELECTRICAL OUTLET OPDMVM LOCATION 8),WHEN CEILING DAMPER IS EMPLOYED.JOIST SECTION CUT TO LENGTH AND SECURED TO JOISTS mfnimtJm in length shall be mounted with the bat ante Complying with Section 306 shall be provided. ABOVE BOTTOM FLANGES WITH TYPE S12 SCREWS AND 1-112 BY 1-1/2 IN.N0.18 MSG GALV STEEL ANGLES. SEAL ALL CONSTRUCTION JOINTS, PENETRATIONS AT FIRE BARRIER WALLS HORIZONTALLY INTO THE CIRCULATION PATH.EXCEPTIONS:1. WATER SUPPLY OPTIMUM LOCATION STUB OUT t 15 WITH ELASTOMERIC FIRESTOP SEALANT&BACKER MATERIALS INSTALLED IN HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2 INCHES(115 MM) tom of the bar located bet'�fedn 39'inches 990 The dip of the overflow shall not be considered in MAXIMUM.2.DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED determining knee and toe clearances. �....... V4 14 u u �Q r� od 10.GYPSUM BOARD*-FOR CEILING-TWO LAYERS OF 1/2 IN.THICK GYPSUM BOARD INSTALLED WITH CONFORMANCE WITH INSTALLATION INSTRUCTIONS, DETAILS AND TO BE 78 INCHES(1980 MM)MINIMUM ABOVE THE FLOOR. mm)and 41 inches(1040 1`r m) above the floor, ' a " Where only a parallel approach is provided, the drinking fountains that replace existing y p pp p LONG DIMENSIONS PERPENDICULAR TO JOISTS.BASE LAYER ATTACHED TO STEEL JOISTS USING 1 IN. and.with the center line of the bar located drinking fountains with a parallel approach. spout shall be located 31/2 inches (89 mm) maxi- LONG,TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 8 IN.OC ALONG BUTT JOINTS AND 12 IN.OC IN SPECIFICATIONS AND UL SYSTEM DESIGN 307.3 POST-MOUNTED OBJECTS.OBJECTS ON POSTS OR PYLONS 646.6 Exposed Pipes and Surfat: .Watersupply mum from the front edge of the drinking fountain, SHALL BE PERMITTED TO OVERHANG 4 INCHES(100 MM)MAXIMUM FIELD ALONG THE JOISTS.BUTT JOINTS TO OCCUR BENEATH JOISTS WITH SCREWS LOCATED 1/2 IN.FOR WHERE MORE THAN 27 INCHES 6685 MM)AND NOT MORE THAN 80 and drainpipes tinder,faVaf4r18S and Slnlcs shall tae, with Section 3 e Parts.Operableparts shall comply including bumpers. THE BUTT JOINTS.OUTER LAYER ATTACHED TO ASSEMBLY USING 1-1/2 IN.LONG,TYPE G BUGLE HEAD NON RATED VESTIBULE WALL TO 9' HIGH: 1-3/8"X 5-1/2"22 insulated orotherwis6 configured to rott�ct against with Section 309, �BC?4.5.2 Rear d'Valt Grab 8ars.The rmarwall rola � p � 602.6 Water FIow.Thespout shall provide a flow of STEEL SCREWS SPACED 8 IN.OC ALONG BUTT JOINTS AND WITH 1-5/8 IN.LONG,TYPE S12 BUGLE HEAD INCHES(2030 MM)ABOVE THE FILOOR.OBJECTS ON MULTIPLE POSTS g c6ntact.There Shall be,no shay or-abrasive suer- 602.45 out OutletHef Height. out outlets of wheel- water 4 inches 102 mm minimum in height.The GAUGE STEEL STUDS AT 16"O.C.WITH ONE LAYER MOISTURE OR PYLONS WHERE � P g p ( ) g STEEL SCREWS SPACED 12 IN.OC IN THE FIELD ALONG THE JOISTS.BUTT JOINTS OF OUTER LAYER TO THE CLEAR DISTANCE BETWEENJ THE POSTS OR PYLONS IS GREATER bar.Shall be. Ir1Ct16S (915 mm) nllntmUm li7 Mees tinder lavatories and Sinks. chair accessible drinking fountains shall be 36 angle of the water stream from spouts within 3 OCCUR BETWEEN JOISTS WITH SCREWS LOCATED 3/4 IN.FROM THE BUTT JOINTS.EDGE JOINTS TO BE �+ RESISTANT 5/8"GYPSUM BOARD EACH SIDE. R-19 UN FACED THAN 12 INCHES(305 MM)SHALL HAVE THE LOWEST EDGE OF SUCH length, and extend from the centerline,ol the inches(915 mm)maximum above the floor.Spout inches(76 mm)of the front of the drinking fountain STAGGERED BETWEEN LAYERS.FOR BEAM-TWO LAYERS OF 1/2 IN.THICK GYPSUM BOARD FASTENED TO INSULATION OBJECT EITHER 27 INCHES(685 IMM)MAXIMUM OR 80 INCHES(2030 MM) waterclo9et 12 inches(365 mm)minirnunlonthe 646.E OperaC�le Parts.f r&1>1Q pBrtson tGrL►rel CilS- outlets of drinking fountains for standing persons shall be 30 degrees maximum, and from spouts BEAM CAGE.INNER LAYER SECURED USING 1 IN.LONG,TYPE S12 BUGLE HEAD STEEL SCREWS SPACED 12 Side closest t4 the wail,Arid 24 inches(610 mm� ye comply shall be 38 inches (965 mm) minimum and 43 between 3 inches(76 mm)and 5 inches(125 mm) MINIMUM ABOVE THE FLOOR. nSers end hand dryers shall cQm l with Table inches(1090 mm)maximum above the floor. from the front of the drinking fountain shall be 15 IN.OC AND OUTER LAYER FASTENED TO CAGE USING 1-5/8 IN.LONG,TYPE S12 BUGLE HEAD STEEL NON RATED INTERIOR WALL TO MEZZANINE DECK: 1-3/8"X 3-5/8„ 606.7. degrees maximum,measured horizontally relative SCREWS SPACED 12 IN.OC.JOINTS ARE TO BE STAGGERED BETWEEN LAYERS. 307.4 REDUCED VERTICAL CLEAIRANCE.GUARDRAILS OR OTHER r171nlmUnt artl the transfer,Sltlo, V,_.1-1"WFJ V,WY� I4W/R�'�■MVY.V TPGIU.o,.r+a..� 602.5 Spout Location.The spout shall be located (OR 5-1/2")22 GAUGE STEEL STUDS AT 16"O.C.WITH ONE LAYER BARRIERS SHALL BE PROVIDED'WHERE OBJECT PROTRUSION IS open for 10 seconds minimum: 15 inches(380 mm)minimum from the vertical sup- to the front face of the drinking fountain. MOISTURE RESISTANT 5/8"GYPSUM BOARD EACH SIDE.WALL BEYOND THE LIMITS ALLOWED DY SECTIONS 307.2 AND 307.3,AND EXCEPMONS: p UNITED STATES GYPSUM CO-TYPE C,IP-X2 portand5inches(125mm)maximumfromthefront D CAVITY SOUND CONTROL INSULATION. 1-3/8X5-1/2 20 GA. WHERE THE VERTICAL CLEARANJCE IS LESS THAN 80 INCHES(2030 MM) edge of the drinking fountain, including bumpers. ABOVE THE FLOOR.THE LEADING EDGE OF SUCH GUARDRAIL OR 1.The rear grata bar Shalt be permitted to BARRIER SHALL BE 27 INCHES(985 MM)MAXIMUM ABOVE THE FLOOR. bt' ',24 iriche3 (610 rnrn) minimum in MEZZANINE WALLS TO ROOF 307.5 REQUIRED CLEAR WIDTH.(PROTRUDING OBJECTS SHALL NOT length, centered on the water 'Cb64t, M 902.3Height.hall beetopsoediningsurfminimum surfacesshall6e28inches(710mm)minimumand d work 42" HIGH PAINTED STEEL GUARDS IN COMPLIANCE WITH NYSBC where+ruall sills dQt3S not permit 8 Tab 0 34 inches(865 mm)maximum in height above the SECTIONS 1015.2 THROUGH 1015.7.AND SHALL NOT HAVE REDUCE THE CLEAR WIDTH REO)UIRED FOR ACCESSIBLE ROUTES. p g eO 12 min bar Inches (915 mim) minimum in E o floor. E OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIA. 308.2.2 OBSTRUCTED HIGH REACH.WHERE A HIGH FORWARD REACH IS length due to the location of a recessed � 6 305 OVER AN OBSTRUCTION,THE Cl EAR FLOOR SPACE SHALL EXTEND fixture adjacent t0 the water closet. n Section 609.3 FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT, BENEATH THE ELEMENT FORA[)ISTANCE NOT LESS THAN THE MINIMUM FINISH FIRE CLASSIFICATIONS:WALLS:CLASS C MIN. REQUIRED REACH DEPTH OVER THE OBSTRUCTION.THE HIGH 2 In a Type A or Type B unit,the rear grab �� m N FORWARD REACH SHALL BE 48 INCHES(1220 MM)MAXIMUM WHERE THE bar Shall b� permitted to be 24 inches REACH DEPTH IS 20 INCHES(510 MM)MAXIMUM.WHERE THE REACH P co CO04 DEPTH EXCEEDS 20 INCHES(510 MM),THE HIGH FORWARD (614 mm) minimum in length,centered a GYPSUM BOARD WALLS: BEAD,TAPE AND 3 COAT SPACKLE, PRIMER AND REACH SHALL BE 44 INCHES(1120 MM)MAXIMUM,AND THE REACH on the Water Closet, whoroi,Wall $pACe FINISH COAT INTERIOR LATEX PAINT COLOR& FINISH TO BE DETERMINED. DEPTH SHALL BE 25 INCHES(635 MM)MAXIMUM. does not permit a grab bat' 36 inches 308.3 SIDE REACH. (915 mm)minift'uminlen�t• FLOOR FINISHS & ASSEMBLIES: 308.3.1 UNOBSTRUCTED.WHERE A CLEAR FLOOR SPACE ALLOWS A 7-9 7-9 PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 INCHES(1220 MM) 180-230 180-230 MINIMUM FLOOR FINISH FIRE CLASSIFICATIONS: CLASS I OR II MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES(380 MM) (a)Below Grab Bar (b)Above Grab Bar MINIMUM ABOVE THE FLOOR. 664.6 Flus'h'Gontrofs.Viushcontrols shall beharttt 1/2" MAX DIFFERENCE IN FLOOR FINISH LEVELS. 4.7 operated 1`N automatic. Hand operated flush con- Fig.r Loc 308.3.2 OBSTRUCTED HIGH REACH.WHERE A CLEAR FLOOR SPACE tr+ols shall comply with Section 349.Flush controls Dispenser Location BREWERY: KAGETEC TILE FLOOR SYSTEM PITCHED TO DRAINS ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE shallbelocattsdan thlsapen sedeofthewaterctosei. 990-1040 REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE OBSTRUCTION 36 min 54 min E OFFICE: ENGINEERED LAMINATED WOOD FLOOR WITH UNDERLAYMENT SHALL BE 34 INCHES(865 MM)MIAXIMUM AND THE DEPTH OF THE EXCEPTION: tn'ambulatary accessible COtTt- 915� 1 12 min 12 max 1370 MEZZANINE STORAGE:P.C.SLAB OBSTRUCTION SHALL BE 24 INCHES(610 MM)MAXIMUM.THE HIGH SIDE partments complying With Section 604,'9, flush 24 min 305 305 REACH SHALL BE 48 INCHES(12:20 MM)MAXIMUM FOR A REACH DEPTH LAB/OFFICE:VINYL COMPOSITION TILE,VINYL BASE OF 10 INCHES(255 MM)MAXIMUM.WHERE THE REACH DEPTH EXCEEDS controls shall bepermittedtobelocetedonelther 610 42 min VESTIBULE, LAVS:CERAMIC TILE FLOOR,VINYL BASE 10 INCHES(255 MM),THE HIGH SIDE REACH SHALL BE 46 INCHES(1170 side of the water closet. -- 1065 COLD STORAGE AND BREWERY:SLAB MM)MAXIMUM FORA REACH DEPTH OF 24 INCHES(610MM)MAXIMUM. 604.7 Disperrt3ers. Ttoilet paper dispensers shall 309 OPERABLE PARTS comply with Section 309.4 and shall be 7 inches o b Section 6b9.a o PREPARE P.C. SLAB IN CONFORMANCE WITH FLOOR MANUFACTURERS SPECIFICATIONS. 309.1 GENERAL.OPERABLE PARTS REQUIRED TO BE ACCESSIBLE (1s0 mm) minimum and 9 inches(230 mm)maxi- "' it� � \0 � v � VERIFY PROPER MOISTURE CONTENT BEFORE APPLYING FINISH FLOORS SHALL COMPLY WITH SECTION 309. °i mum in front of the wilier closet measured to the M o I I 303.1 General. Changes in level in floor surfaces s 309.2 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE COMPLYING WITH '' Q o �'Im centerline of the dispenser.The auitlet of the lis- �, M g hall comply with Section 303. SECTION 305 SHALL BE PROVIDED, � 303.2 Vertical. Changes in level of 1/4 inch maximum in height shall be permitted to be vertical. 309.3 HEIGHT,OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR plenser shall be 15 inches (380 mm)minimum and MORE OF THE REACH RANGES ESPECIFIED IN SECTION 308. 48 Inches('i 2'20mm)tnaxlmut' above the floor,and 303.3 Beveled. Changes in level greater than 1/4 inch in height and not more than 1/2 inch 309.4 OPERATION.OPERABLE PARTS SHALL BE OPERABLE WITH ONE shall not be located behind the grab bars.Dispens= ' 1 maximum in height shall be beveled with a slope not steeper than 1:2. HAND AND SHALL NOT REQUIRE:TIGHT GRASPING,PINCHING,OR ,yrs shall not be of a type that control delivery;or do Fig.604.5.2 Fig.604.5.1 303.4 Ramps.Changes in level greater than 1/2 inch in height shall be ramped and shall comply with TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.01 POUNDS(22.2 N)MAXIMUM. not t3llpttu COntln{1oi19 paper flow• Rear Wall Grab Bar for Water Closet Side Wall Grab Bar for Water Closet Section 405 or 406. CHAPTER 4.ACCESSIBLE ROUTIES 402.1 GENERAL.ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 402. DOOR SCHEDULE `�-'-- --' NUMBER QTY WIDTH HEIGHT HINGE SIDE MANUFACTURER CODE DESCRIPTION COMMENTS 402.2 COMPONENTS.ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR „ MORE OF THE FOLLOWING COMPONENTS:WALKING SURFACES WITH A t I I I I I D01 1 36 84 R KAWNEER OR EQUAL IMPACT RESISTANT ASSEMBLY STOREFRONT TYPE FULL GLASS DOOR FLAT GRILLS, DP=+30(-30),LOW E, U=0.55, SHGC=0.65 SLOPE NOT STEEPER THAN 1:201,DOORS AND DOORWAYS,RAMPS, a I I I I t I I I � D02 2 12" 84" R KAWNEER OR EQUAL IMPACT RESISTANT ASSEMBLY STOREFRONT TYPE FULL GLASS SIDE LITE FLAT GRILLS, DP=+30(-30),LOW E. U=0.55, SHGC=0.65 CURB RAMPS EXCLUDING THE FLARED SIDES,ELEVATORS,AND E t 221 min' I I t 18 min ++ „ PLATFORM LIFTS.ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL I �I I c 1X24 min. t / •44s I I D03 1 36 84 L KAWNEER OR EQUAL TEMPERED GLASS, SELF CLOSING STOREFRONT TYPE FULL GLASS DOOR LOW E, U=0.55, SHGC=0.65 COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. j E 9 i ,� 6i0 E 0401� I i # D04 1 18" 84" R KAWNEER OR EQUAL TEMPERED GLASS STOREFRONT TYPE FULL GLASS SIDE LITE LOW E, U=0.55, SHGC=0.65 L----- ---1 v r y- -s=_ co, t __�_� D05 2 36' 84" L CECO TRIO-E STEEL INSULATED METAL DOOR DBL BORE, MIN DP+30(-30), U=0.30 403 WALKING SURFACES r 1G^"- 403.1 GENERAL.WALKING SURFACES THAT ARE A PART OF AN r I I ` D06 1 144" 120" CLOPAY 3728 INTELLICORE, HI-LIFT TRACKS STEEL INSULATED OVERHEAD DOOR, POWER OPERATED MIN DP=+22(-23)PSF, U=0.20 ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 403. D07 2 192" 168" CLOPAY 3728 INTELLICORE, HI-LIFT TRACKS STEEL INSULATED OVERHEAD DOOR, POWER OPERATED MIN DP=+27(-29)PSF, U=0.30 403.2 FLOOR SURFACE.FLOOR SURFACES SHALL COMPLY WITH (h) ---- ..� ., D08 2 36" 84" L CECO HOLLOW METAL FRAME FLUSH STEEL DOOR SINGLE BORE SECTION 302. latch approach,pull side " 403.3 SLOPE.THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT (9) pp P (a) D09 2 36 84 L CECO 1 HOUR UL LABELED METAL SELF CLOSING FIRE DOOR SINGLE BORE BE STEEPER THAN 1:20.THE CROSS SLOPE OF A WALKING SURFACE trent approach.pull side (b) D10 4 36" 84" R CECO HOLLOW METAL FRAME FLUSH STEEL DOOR SINGLE BORE hinge approach,push side,door SHALL NOT BE STEEPER THAN 1:48. provided with both closer and latch -.---. front approach,.push side 403.4 CHANGES IN LEVEL.CHANGES IN LEVEL SHALL COMPLY WITH r_------- -i f pp SECTION 303. ! i ci fl-'-- ---� WINDOW SCHEDULE 403.5 CLEAR WIDTH.CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL f-----'----n I 24 min I "E;-- COMPLY j i _ NUMBER QTY WIDTH HEIGHT MANUFACTURER CODE DESCRIPTION COMMENTS r - n 1 � P..----------- -I WITH TABLE 403.51 t 12 min I I '+ " " t I I �, I l W01 9 96 48 SILVERLINE 70 SERIES IMPACT RESISTANT 70NCPW11M0 MULLED(2)48"X48 FIXED PICTURE W/FLAT GRILLS MIN.DP+23(-25)W/MULLION U=(0.28,SHGC=0.28,VLT=0.52 24 mi 404 DOORS AND DOORWAYS ' I.-'_1-___-_ __ i xs I Coi- I I " E; r cto L_-_ ---_ J -_I I T„ 1 cl W02 1 72 36 - TEMPERED GLASS INTERIOR GLAZED OPENING WOOD FRAME 404.1 GENERAL.DOORS AND DOORWAYS THAT ARE PART OF AN I I ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. I j � --- 1 _,t _ -� PRELIMINARY HARDWARE SCOPE:ALL HARDWARE TO HAVE CHROME FINISH ADA COMPLIANT LEVERS TYPICAL AT INTERIOR DOORS. PRIVACY LATCH AT LAVATORIES. I i L - J r *�36min I ro 404.2.2 CLEAR WIDTH.DOORWA',YS SHALL HAVE A CLEAR OPENING I - r � o{- EXIT DOORS: PUSH/PULL PLATES. DEAD BOLT. EXIST DOORS TO OPEN WITH ONE MOTION WIDTH OF 32 INCHES(815 MM)MINIMUM. � st5 I CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL I _ -_� WINDOW/DOOR CODE NOTES: BE MEASURED BETWEEN THE FACE OF DOOR AND STOP,WITH THE (i) fj) + r-- 715.4.5 LABELED PROTECTIVE ASSEMBLIES. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY.THE LABELS SHALL COMPLY WITH NFPA 80,AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. DOOR OPEN 90 DEGREES.OPEMINGS,DOORS AND DOORWAYS latch approach,pull side, latch approach,push side WITHOUT DOORS MORE THAN 214 INCHES(610 MM)IN DEPTH SHALL door provided with closer (d) 715.4.6.3 LABELING. FIRE-PROTECTION-RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND INFORMATION REQUIRED IN SECTION 715.5.8.1 THAT SHALL BE PROVIDE A CLEAR OPENING WIE)TH OF 36 INCHES 915 MM MINIMUM. r (C) hinge approach,pull side ISSUED BY AN APPROVED AGENCY AND SHALL BE PERMANENTLY AFFIXED TO THE GLAZING. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH pp; ,p elan,door 715.4.7 DOOR CLOSING. FIRE DOORS SHALL BE SELF-OR AUTOMATIC CLOSING IN ACCORDANCE WITH THIS SECTION. Vl)ABOVE THE FLOOR.PROJECTIONS 7 rovided with both closer and latch tr6rit s roach push LOWER THAN 34 INCHES 865 M� INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES 865 MM AND 80 t� I - 1008.1.2 DOOR SWING. THE OPENING FORCE FOR INTERIOR SIDE-SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5-POUND 22 N FORCE. FOR OTHER SIDE-SWINGING,SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE INCHES 2030 MM ABOVE THE FLOOR SHALL NOT EXCEED 41NCHES I I � r________ ( ) 100 MM( ) 24 mIn � -- EXCEPTIONS: 't I I WHEN SUBJECTED TO A 15-POUND(67 N)FORCE.THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND(133 N)FORCE.THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND (67 N) FORCE. FORCES ( )• AND STOPS SHALL BE j eta I �_ �--____--�---- �'I SHALL BE APPLIED TO THE LATCH SIDE. EXCEPTIONS: 1.DOOR CLOSERS I I E I PERMITTED TO BE 78 INCHES(1080 MM)MINIMUM ABOVE THE FLOOR.2. I t .04 i 2 samDrn I 1008.1.8 DOOR OPERATIONS. EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.1008.1.8.1 HARDWARE. IN ALTERATIONS,A PROJECTION OF 5/8 INCH(16 MM)MAXIMUM INTO -----J4"# I � � t i THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR I I £ M l DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE 42 min L_'----_1LLL J 1714.5 EXTERIOR WINDOW AND DOOR ASSEMBLIES.THE DESIGN PRESSURE RATING OF EXTERIOR WINDOWS AND DOORS IN BUILDINGS SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1714.5.1 OR 1714.5.2. THELATCH SIDE STOP. I - 106$ I ' n 1714.5.1 EXTERIOR WINDOWS AND DOORS. EXTERIOR WINDOWS AND SLIDING DOORS SHALL BE TESTED AND LABELED AS CONFORMING TO AAMAM/DMA/CSA101/I.S.2/A440.THE LABEL SHALL STATE THE NAME OF THE MANUFACTURER,THE MANES MANEUVERING LACES AT DO AT DOORS.MINIMUM APPROVED LABELING AGENCY AND THE PRODUCT DESIGNATION AS SPECIFIED IN AAMA/WDMA/CSA101/I.S.2/A440. EXTERIOR SIDE-HINGED DOORS SHALL BE TESTED AND LABELED AS CONFORMING TO AAMAM/DMA/CSA101/I.S.2/A440 OR COMPLY MANEUVERING CLEARANCES AT DOORS SHALL COMPLY t I WITH SECTION 404.2.3 AND SHALL INCLUDE THE FULL CLEAR OPENING (k) --- -----� WITH SECTION 1714.5.2. PRODUCTS TESTED AND LABELED AS CONFORMING TO AAMA/WDMA/CSA 101/I.S.2/A440 SHALL NOT BE SUBJECT TO THE REQUIREMENTS OF SECTIONS 2403.2 AND 2403.3. WIDTH OF THE DOORWAY. latch approach,push side, 11,77 404.2.3.1 SWINGING DOORS.SWINGING DOORS SHALL HAVE door provided withdoser (e) MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.1 hing6 approach, pull side {f) 1609.1.2 PROTECTION OF OPENINGS:SITE IS IN A WIND BORNE DEBRIS REGION. 'hinge approach, push side GLAZING IS REQUIRED TO BE IMPACT RESISTANT OR PROTECTED WITH AN Cric Figure 404.2.4.1 9 PP P IMPACT-RESISTANT COVERING MEETING THE REQUIREMENTS OF AN APPROVED Nicosia Maneuvering Clearances at Manual Swinging Doors and Gates Figure'404.2.4.1IMPACT-RESISTANT STANDARD OR ASTM E1996 AND ASTM E1886 REFERENCED ✓ A ":` HEREIN AS FOLLOWS: 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET OF GRADE ±. Maneuvering Clearances at Manual Swinging Doors and Gattis SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996. R.£CaIST�fZD RRGN IT�GT k PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net ANSI 117 . 1 -2009 INFORMATION g~vDAR THREES Bi�EYVI1�C� EAST k1?0_0`GT�1S.1_1y���` LOT 2 CUTCHOGUE BUSINESS CENTER w CUTCHOGUE, N.Y. t YNALL LEOEND/SCHEDULE5/ANS111-7.1 Rev Date:3/14/2017: Rev Date:4/7/2017: Revisions n Pagel Revisions Rev Date:02/1612017: 4 p Scale: 1/4"=l'-0 Rev Date(4/7/ Rev Date:02/16/2017: A4.3 Reflected Ceiling JA-1 .3 PA4.3lan ReflsctedCelling Plan Revision Job# 15122 By: E. Nicosia # 5 OF 12 Plan Revision Rev Date:09/2212016 5 4 J 2 1 100'-0"OUT TO OUT OF SIRTS 0'-1 1/2" 25'-0" 25'-0" 25'-0" 25'-0" ui 1m 4'-0" 21'-0"CENTERLINE MEZZANINE COLUMN A N N A 0 0 z J 0 U w CD T z z N N Q N w . . LL Lf� O w z J W z W U io (V Cl) METAL STANDING SEAM ROOF b2 B RIDGE @ HIP CAPS w w to u- � C) 0 0 D 0 0 VENT STACKS THRU ROOF N ON THIS SIDE N U.L. LISTED BREWHOUSE FLUES 3' MIN `f' OVER ROOF WITHIN 10' HORIZONTAL c2 C U.L. LISTED BOILER FLUE 3' MIN OVER ROOF WITHIN 10' o 0 0 HORIZONTAL (V r + + + BESD 6" K WHITE ALUMINUM SEAMLESS GUTTERS, TYPICAL C� = 3.75"X 4.75" WHITE ALUMINUM DOWNSPOUT LEADERS TO STORM DRAINS D 10 : 12 10 : 12 in 0 + Cric E D Nicosia 0'-1 1/2" 25'-0" 25'-0" 25'-0" 2P 1P 25'-0" 0'-1 1/2" A 1Z�C�IST�R.6D AFLHIT�GT 100'-0" PO Box 879, Rocky Point, N.Y. 11778 ,. Telephone: (631) 928-4456 5 1 E-Mail: architect@optonline.net �-_DApo THREES �3fi�EKN6 EAST CO �� LOT 2 CUTCHOGUE BUSINESS CENTER CUTCHOGUE, N.Y. ROOF PLAN ROOF PLAN ��yy Rev Date:3/14/2017: Rev Date:4/7/2017: Revisions Pagel Revislons Rev Date:02/16/2017: Q 4 Z �p Scale: 1/4"=l'-O" Rev Date. 4/7/2017 A-� .4 Rev Date:02/16/2017: A4.3 Reflected Ceiling PA4 3lan Revision Ceiling Plan Revision Job# 15122 By. E. Nicosia # 6 OF 12 Plan Revision Rev Date:09/22/2016 CONTINUOUS RIDGE VENTS PLUMBING VENTS ON F, L111 vil SOUTH SIDE OF ROOF 1 IRI 24 GA. STANDING SEAM METAL ROOF WITH MATCHING FASCIA, RAKES i LII. L I 11_,R :_L __ 31 V I 111 uulului uuu ull � 111, u uIll III III L—L 11I ALUMINUM GUTTERS AND LEADERS TO DRY WELLS DARK SKY COMPLIANT WALL Ole MOUNTED LIGHT FIXTURES METAL WALL SIGN: WHITE LOGO AND "SENTINAL BOLD" FONT ON 4ax'; B K BACKGROUND 4' BLACK CHAIN LINK FENCE ;T: -- - =_-=_ ALLOWABLE AREA= P.C. RETAINING 1/1' OF FACADE=1X100'=100 SQFT. PROPOSED SIGN AREA= WALL ; I W 6' WIDE X THIGH =18 SQFT VJ SEPARATE SIGN PERMIT REQUIRED TIERED LANDSCAPE BLOCK , i - RETAINING WALL U 11 P.C. FILLED METAL BOLLARDS I F_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r -- - - - - - - - - - - - - - - -Ll L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —L — — — — — — — — — — — J-- — — — — — — — — — — — — — —J EXTERIOR FINISHES/COLORS SOUTH ELEVATION (' FRONT') PREFINISHED STEEL - -- - --- HEIGHT OF BUILDING COLUMN AND FRAME LOCATION MATERIAL COLOR ° The vertical distance measured from the average elevation of the existing natural grade adjacent to the ROOFING 24 GA MBCI STANDING SEAM CHARCOAL building, before any alteration or fill, to the highest point of the roof for flat and mansard roofs and to STOREFRONT TYPE FASCIA/EAVES MBCI METAL CLOSURES POLAR WHITE the mean height between eaves and ridge for other type roofs. DOORS AND SIDELIGHTS GUTTERS/ LEADERS ALUMINUM TO MATCH POLAR WHITE WALL SIDING 26 GA MBCI VERTICAL RIB PANEL ASH GREY 26 GA. VERTICAL RIBBED COLUMNS PREFINISHED METAL ASH GREY MEAN ROOF HT. + 32'-10° METAL WALL PANELS DOORS/WINDOWS PREFINISHED METAL WHITE (ELEV: 87.83') 12 . MEAN DISTANCE 51 REFER TO SUBMITTED MATERIAL SAMPLES FOR EXACT COLOR BETWEEN EAVE AND RIDGE 0 WALL HT: +26-0" 00 N (ELEV: 81') n W Q C7 J Q Q z W U' CifQ W Q O LL DARKIAN VhklL _ I IREr C� W 0 EXISTING z GRADE 1_11J -LJ- -- �- ELEV: 62.00' 00 00 "" ,000 . 000, 6ric Nicosia Y OF 96615T67,eD AFLH ITU-T do or AVG NATURAL GRADE +4'-0 ° PO Box 879 Rocky Point, N.Y. 11778 (ELEV: 58.0') 000 \S? I Telephone: (631) 928-4456 E-Mail: architect@optonline.net 00eQ i �����° �y,� THREES BREY�lI N G EAST 1ST FLOOR 55.0 0.0 _ � I �� �� LOT 2 CUTCHOGUE BUSINESS CENTER CUTCHOGUE, N.Y. EXISTING GRADE I I EAST ELEVATION ELEY�TIOI�S-� I- - - - - -I- - -REMOVED - - - - - - - - - - - - - - - - - - - - - - - I - -I—L1- Rev Date:3/14/2017: _ Page IR:vision17: Revisions �- Scale: 1/4"-1'-0" Rev Date. 4/7/2017 Page 1 Revisions Rev Date:02/162017: + 2 _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _] A4.3 RRev eflected Plan nReflsion Ceiling A-2. 1 J_ Pan Revision Rev Ceiling Rev Date:09/22/2016 Job# 15122 By. E. Nicosia # 7 O F 12 I I i I ► I ► I I I ► 1, 11111"1 lij 11 Jill 1 11111111 11111111 111111111 11111111 11111111 LI: 11 I NORTH ELEVATION I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - _ 12 51 I ► 4' BLACK CHAIN LINK FENCE �I P.C. RETAINING WALL I � i 77 p Eric Nicosia fZ�C�lST�Iz�D A1ZGHlTeCT PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 I E-Mail: architect@optonline.net 41 REa A&C, THREES BREY"lliliIIN& EAST I C% /q LOT 2 CUTCHOGUE BUSINESSCENTER - - - - - - - - - - - - U CUTCHOGUE, N.Y. — — — — — — - - - - - - - - - - - - - - - - - - - - — ELEVATIONS-2 Rev Date:3/14/2017:e 17� Revisions " '-0WEST ELEVATION Page RevisionsRev Date:02/16/2077: Q Scale: 1/4 =1Rev Date. 4/7/2017 Rev Date:02/16/2017: A4.3 Reflected Ceiling A-^^.^n A4.3 Reflected Ceiling Plan Revision Plan Revision Rev Date:09 ,��► Job# 15122 By. E. Nicosia # 8 OF 12 22/2016 5/12 PITCH PER TYPICAL CONSTRUCTION ASSEMBLIES SOUTHOLD ARC ROOF CONSTRUCTION: 24 GA. STANDING SEAM ROOF ON GALVANIZED METAL PURLINS THERMAL DESIGN, INC SIMPLE SAVER INSULATION SYSTEM: THERMAL BLOCKS AT STEEL FRAME, R-19 + R11 INSULATION WITH LINER SYSTEM AS AIR AND VAPOR BARRIER. / MANUFACTURER TESTED "INSTALLED" U VALUE= 0.35 ALUMINUM GUTTER AND LEADERS CONNECTED TO STORM j DRAINAGE SYSTEM WITH METAL FASCIA, CAPS AND TRIM FROM ENGINEERED BUILDING SUPPLIER NON RATED SUSPENDED CEILING 5-1/2" 20 GA o STUDS @ 16" - O.C. M WALL CONSTRUCTION: 26 GA. METAL PBR PANELS TO HORIZONTAL METAL PURLINS 5' O.C. VERTICAL OFFICE MEZZANINE _ THERMAL DESIGN, INC SIMPLE SAVER INSULATION SYSTEM: - THERMAL BLOCKS AT STEEL FRAME, R25 INSULATION WITH 00 - - o LINER SYSTEM AS AIR AND VAPOR BARRIER. N MANUFACTURER TESTED "INSTALLED" U VALUE= 0.68 M o CV -- N SEE CERTIFIED METAL BUILDING DRAWINGS FOR ------------- STRUCTURAL DESIGN AND DETAILS 6. NON RATED SUSPENDED CEILING 0 0 RESTROOM q 00 a PROTECTION SHEETZ + OVER 2" R10 RIGID INSULATION OVER ° o ° a d POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS DAMPPROOFING BEARING ON UNDISTURBED SOIL. SEE FOUNDATION PLAN FOR WALUFO►OTING INDUSTRIAL USE REINFORCED 6" P.C. SIZES AND REBAR AND ANCHOR BOLT INFORMATION SLAB WITH WELDED WIRE MESH 2'-0" DEEP CONTINUOUS R-10 i - - PERIMETER INSULATION. ° J VAPOR BARRIER OVER COMPACTED L_ _ _J SEE STRUCTURAL DRAWINGS FOR GRAVEL BASE ON PREPARED/ FOOTING DEPTH AND DIMENSIONS UNEXCAVATED SUBGRADE ALL FOOTINGS HAND DUG INTO VIRGIN SEE FOUNDATION PLAN FOR SLAB AND UNEXCAVATED SOIL FOUNDATION NOTES AND SPECIFICATIONS SECTION A-A 6ric Nicosia PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net DA&C THREES BREY�11N& EAST �%�o ���o COS�q LOT 2 CUTCHOGUE BUSINESS CENTER i CUTCHOGUE, N.Y. SECTIONS Rev Date:3/1412017: Rev Date:4/7/2017: Revisions Pagel Revisions Rev Date:02/16/2017: Q �O Scale: 1/4"=V-01111 Rev Date. 4/7/2017 A 3. 1 Rev Date:02/1612017: A4.3 Reflected Ceiling A4.3 Reflected Calling Plan Revision _ Job# 15122 By: E. Nicosia # 9 OF 12 Plan Revision Rev Date:09/22!2016 5 4 ITEL CHILLER 100'-0"OUTTOOUTOFSIRTS a 25'-0" 25'-0" 25'-0" 25'-0" 0'-1 1/2" N 1m rn 4'-0" 21'-0"CENTERLINE MEZZANINE COLUMN d . zz a d'. b A t - MOP ' ' _ °' N W O — -- I SINK Q � O II I W 2'-117/8"+ 5-9" 4'-0" 6-0" T-0" 8'-0" 4'-0"M 6-6" 5-11/8 - — —— — — — — — s ' d bo 28-4 a 75 CFM L B/OFFICE BBT1 60 FV1 30 i I FV160 LL I I I I 69" DIA. 72" DIA. I I .78" DIAI e ° _ HEATER I I •;., o O — o e ° .l �. - II I I I I o I I I I ' > 10z W II J II I I I BBT2 60 I I I I I I FV21 30 69" DIA. I Q d �° z N I _ 72" DIA. FV2 60 r N z II II N 7811 DIA. 75 CFM w N I f I f — — — - HEATER vJ Cl) LL O I - - - -- - - - - - - 0 I I - - - z ( I I I COLD STORA E -� _ _ _ _ _ J BBT1 30 C? _ _ _ z 56" DIA. I I - - -I - - - - - W •I I II I I II I - - - FV3 60 O I 7811 DIA. . I II — II O _ - - - - BBT1 30 II56" DIA. b2 I I - f l i t q — — I I -00 . Ile I I U) I I I I I I o oN O IiIIII__I(IIII, III ►I (II III `O FV4 60 78DIA. - - - - II(I IIIII mX- - o NO 0 (1) 55 GALLON "CLEAN EDGE" 5832 DETERGENT. I L"/T (1) 55 GALLON "CLEAN EDGE" 9030 DETERGENT. (1) 5 GALLON "BIO SIDE HS 15% SANITIZER. C78" ON CHEMICAL CONTAINMENT PALLET W� I I II II I t r-- F_ r` N II II II I 'i N I I BREWERY I I I I I II I I CD II o I f SI II II I I II o I I N II t I i I t II I I I II I BREWHOUSE 20 BBL RAISED PLATFORM O 74" Dia. HLT/ LAUTER TUN W/ 42" HIGH GUARDS f CLT00 _ W - o II 90 CUFT �? BOILER ROOM D GRIST CASE f I I o (� � O O O PRE-CRUSHED o HI ;0 m 2086E 2088E 2086E PACKAGED MALT/GRAIN N o q MPH-80 BOILER z MIXER KETTLE WHIRLPOOL IIO � -� 74 Dia. HLT/ I I STORAGE AREA o I I W °' 3,360,000 BTU/HR �' CLTVESTI4 j 17'-6" HIGH BULEI I o II I I < HAND ® SINKMO. PROVIDED HIGH AND LOW (1' FROM , 5'-0" 5'-0"- h FLOOR)SCREENED LOUVERD WALL VENTS= 1 SQIN PER 4,000 BTU X 2 = 840 o ROOF OV ENTRY o SQIN EACH VENT X 2 = 1,680 SQIN TOTAL 10 in �n - - - E D 75'-0" 0'-5" 9'-2" [0'-5" 15'-0" Eric. 0'-1 1/2" 25'-0" 25'-0" 25'-0" 2 P 1 P 25'-0" 0'-1 1/2 ' ^x, 100'-0" t��C�IST�jz�� AIzGHIT�GT PO Box 879, Rocky Point, N.Y. 11778 `' Telephone: (631)928-4456 2 5 4 3 1 - � =� E-Mail: architect@optonline.net � EDARCyTHREES BREY�l1N6 EA ST CO LOT 2 CUTCHOGUE BUSINESS CENTERECUIPVENT FLOOR PLAN CUTCHOGUE, N.Y. EaUIPMENT FLOOR PLAN Rev Date:311412017:Rev Page Revisions Revisions Scale: 1/4"-1'-0" Rev Date. 4/7/2017 Page 1 Revisions Rev Date:Reflected C 017: yA-4. 1 Rev Date:02/16!2017: A4.3 Reflected Ceiling A4.3Reflected Ceiling Plan Revision Job# 15122 By: E. Nicosia # 10 OF 12 Plan Revision Rev Date:09Y22/2016 I 4"VENT _ THRU ROOF — — LAV 3 1.5"V 3W HW CW SINK 1.5"W I 1.5"W 1/2" 4"VENT 4"VENT ( )4 CW THRU ROOF I THRU ROOF I ROOF 3��W F. LAV. M LAV BREWERY LAB 411 v _ i_ Gp -- I MOUNT N WALL MOUNTED WALL OU T D 3,.U POINT OF USE r I I POINT OF USE I I I TI ( I ELECTRIC HOT ELECTRIC HOT I WATER HEATER WATER HEATER 1/2" 1/2" 1/2" 1/2" HUN G 4"V 4"V 1.5"V 1/2" 1/2" 3"V 1.5"V 1.5"V 3"V 3"W HW CW 1.5"V CW CW HW HW CW CLG. I I I I I 3"W I 12"V I I I I I I I1.5"V I I I I SINK DRINK SINK SINK COMPATHREE RTMENT SINK I ( I I I I FTN I I ( I ( HAND I I 1/2" 1/2" I I 1.5"W 1.5"W I SINK HW CW ( R o lX 411 1/2 APPROVED PVC � COLD I I I 1.5"W Q � o I BOILER 1 5' W CW WASTE&VENT w I SERVI E -/ g x „ 1/2" LINES ABOVE SLAB X STORAGE w FLOOR 3 WINDIRECT FLOOR I BREWERY FLOOR FLOOR I SINK ( H FRESH AIR P9 w I FLOOR 1.5 W 1.5 W „I CW P.C. SLAB, FRESH AIR 2 W �? Q �I DRAIN 3 W 3 W DATUM: 0 INLET Il DRAIN DRAINS DRAIN TRENCH DRAIN DRAIN DRAIN a o GRADE INLET p INVERT GRAD 2 ELEVATION I 6..W 3"W 6"W 6"W 6"W 6"W 4"W 2"W 4"W Gp CLEAN OUTS G �� " 11 INVERT STRESS RELIEVING ARCH 4"APPROVED ABS WASTE LINES, PITCH 1/4" PER =-12" INVERT STRESS RELIEVING ARCH 6 CAST IRON WASTE LINES, PITCH 1/4 PER FOOT 6 W INVERT ELEVATION UNDER FOOTING OVER PIPE TO APPROVED PROCESS PLANT SYSTEM ELEVATION ELEVAT,tON UNDER FOOTING OVER PIPE FOOT TO APPROVED SANITARY SYSTEM =34" _-16" -36 HOUSE TRAP CAST IRON HOUSE TRAP TO SCDHS APPROVED TO SCDHS APPROVED ASTE SANITARY WASTE S� SYSTEM SANITARY - PLUMBING RISER DIAGRAM SYSTEM PROCESS PLANT WASTE RISER DIAGRAM INO SCALE INO SCALE K COPPER HOT AND COLD WATER SUPPLY LINES K COPPER HOT AND COLD WATER SUPPLY LINES 50 0 4 3 2 1 100'-0"OUT TO OUT OF STE LGIRTS 25'-0" 25'-0' 25'-0" 01-11/2, 1m CENTERLINE MEZZANINE COLUMN A --- ---- - — — — - ---- ' A -- o - g w ---- � O O ° O 0 Z qZ LC Z z z 1w � J o Q Qq� w LL U a KD LL I U a a g of LL �---- i CL Q O O O --- ----- LL = W Il I---- _____ 2 ___ Z Z I'- OF --- ----- z _ w O --- -- -- m Z O rJ� - w w -- -- qP — >O LL W a � a SFS AIR IN 6"DIA.CAST IRON — Q w W© B TO APF ROVED SLOPE 1/4"PER 1'MIN. Q p O J PROC S PLANT - `v N e w q OQ - mx 0 5 0 Z CLEANING z z o I\zl. 6"REINFORCED P.C.SLAB ON 0 O CHEMIC VAPOR BARRIER ON 6" 0 ° STOR E E- IY KAGETEC TILE 9 COMPACTED RCA STONE ON � w ii COMPACTED SUBGRADE.2' U o_ SYSTEM ONSLABPITCHED 1/4"PER FT TO FLOOR DRAINSN W INSULATION.SEE o a TYPICAL IN BREWERY / O IL STRUCTURAL DRAWINGS in O J U) 6"DIA.CAST IRON O FLOOR DRAINSLOPE 1/4"PER 1'MIN z 10"TRENCH DRAIN 10"TRENCH DRAIN 0 Of O O O " O c2 F'! C 4"DIA.CAST I N U U) m IY 0 O O O zp z ¢ 4"DIA APP eVED ABS v q O U [6-6e Z Y U O SEWER WPE CLEAN b I ,. Eric NOIC061a d F J Z v <n SLOPE 1/4"PER 1'MIN. OUT •' B - -- --- - - --- ------- ---- - - --- p iz�G,IIST6KeD RfzGHIT6GT a z o } ' ' PO Box 879, Rocky Point, N.Y. 11778 zz W> v b 0 a � M Telephone: (631)928-4456 wcn cz } w w a ¢ cn ----- E o LL ¢ N D E-Mail: architect@optonline.net ° -°AR�ti THREES BR5NING EAST 0'-1 1/2" 25-0" 25'-0" 25'-0' 25'-0' 0'-i 112" CO2P 1P s�9 �� LOT 2 CUTCHOGUE BUSINESS CENTER 5 4 3 2 1 CUTCHOGUE, N.Y. 0 PLUMBING AND PROCESS 'WASTE LINE PLAN Rev Date:3/14/2017: _ I * Y�STE LINE PLAN/RISER DIAGRAMS Rev Date:4/7/2017: Revisions 1 SCALE: 1/8"=1'-0" Pagel Revisions ARev 4.3 Reflected Q �O Scale: 1/4"=l'-O' Rev Date. 4/7/2017 Rev Dale:02/16/2017: A4.3 Reflected Ceiling A4.3 Reflected Ceiling Plan Revision Job# 15122 [BY: E. Nicosia 1 # 1101712 ' Plan Revision Rev Date,09/22/2016 P6 4 P5 jTEL 2 1 5 0 0C 100'-0"OUT TO OUT OF SIRTS CHILLERWALK IN C-001 PR COMPRESSOR 25'-0" 25'-0" 25'-0" 0'-1 1/2" 25'-0" (1 m 1 m 4'-0" 21'-0"CENTERLINE MEZZANINE COLUMN 4'-0" 21'-0"CENTERLINE MEZZANINE COLUMN I — d' , • ° . a d ° : : E03 t E03 70.pI I i I I I< a ED �? I R ww Rwil I l J 05 w R01 GYPSUM BOARD CEILING R02 p R02 I I I I I I z 75 CF R03 I cD z c�cD I !I I E02 �� pzZw I ,�j'! j =W gwo} j ;III E04 I' I I I I I I I I ° HEATER ¢-'z o --- I R R02 R R02 �a I I o I 0I I I I I Eo E02 E02 I I: - - - E04 b I I E04 I E 2 I R05 0 II O I I I I ( E05 R06 R06 Y I R01 R03 ( I Q I R03 Www 75 CF Q w I �R03 R01 j w z HEATER I I E04 � I I - - - — - )>4 [ I I p co a -- Lu W w Q - - - E04 - - E05 Cn I I wS I n �LLL)< I I I I I i I I z� 0 R03 ° it –I—�Z�., E02 'I I I I I I I I I O Lj I i ' 04 . A, - i I I I I — — I I• ! •� - _ = I I I I I I I I I I I I _ II I I � -- - – -- – R06 R06 b - ----- - -------- --- L — — — — — — — — — — — — — — — — — — — — — — I I E04 0 R05 MEZZANINE CEILING PLAN O r�E REFLECTED CEILING PLAN LEGEND O I EXPOSED 2x4 or 2x2 T SUSPENDED GRID SYSTEM WITH 5/8"MOISTURE RESISTANT R05 I I ACOUSTICAL LAY-IN CEILING TILES. I I I I I I I (R06 REQUIRED OUT DOOR AIR VENTILATION RATES TO BE IN CONFORMANCE WITH M403: 0ME7O4 OFFICE SPACES :7 PERSONS/1000 SQFT X 20 CFM/PERSON CORRIDORS&UTILITIES :0.05 CFM/SQFT,TOILET ROOMS : 75 CFM PER WATER CLOSET O WAREHOUSE: 0.05 CFM/SQFT LIGHTING SCHEDULE NUMBER QTY DESCRIPTION COMMENTS R01 3 2X2 28W LED LAY IN FIXTURE R02 4 2X4 46W LED I I YIN URE Ro6 I I I I I I I R03 8 COMMON FLUSH MOUNT )4 I R04 3 EXTERIOR LED LIGHT- SEE SITE PLAN MOTION SENSORS R05 6 EMERGENCY LIGHT& EXIT SIGN R06 10 HIGH BAY LED 143W, 14,340 LUMENS NSF LISTED I I I I I I I I I R04 R07 1 RECESSED LED FIXTURE, WET USE, IFC I MOTION SENSOR R08 2 10' DIA CEILING FAN ELECTRICAL SCHEDULE NUMBER Q TY DESCRIPTION COMMENTS I I I I E01 1 800 AMP 3 PHASE ELECTRIC SERVICE I I I I I I PZ E02 7 DUPLEX OUTLET E03 2 GFCI OUTLET R06 R06 E04 14 SINGLE POLE SWITCH I I I I I ( I I I ! OEXHAUST UMBER QTY DESCRIPTXO NCOMMENTS BREWHOUSE 7m O A02 1 TANKLESS WATER HEATER ABOVE CLG. O E04 E02 O I A03 5 WALL MOUNT ELECTRIC HEATER _ A08 1 WALL MOUNT SPLIT ELECTRIC AC/HEAT I I R06 A11 1 OUTDOOR COMPRESSOR UNIT ALL ELECTRICAL WORK TO CONFORM TO NYS CODES& NFPA 70-14 PROVIDE CERTIFICATE OF ELECTRICAL INSPECTION ® O Q I I I LIFE SAFETY LEGEND I E01 I IPROVIDE/REVISE EXISTING ILLUMINATED, DIRECTIONAL EXIT SIGNS EXIT IN CONFORMANCE WITH 1003.2.10.1 thru 1003.2.10.5. INCLUDING 90 MPH-80 BOILER E O 3 360,000 BTU/HR I I I W I I MIN. BACK-UP ILLUMINATION IN CASE OF PRIMARY POWER LOSS. PROVIDE EMERGENCY EGRESS ILLUMINATION R03 w SYSTEM IN CONFORMANCE WITH 1003.2.11.2 R05 E E04 R05 FEP4 PROVIDE APPROVED WALL MOUNTED 2-4 RATED FIRE EXTINGUISHERS IN O OHO O I I CONFORMANCE WITH NYSFC SECTION 906.THE EXTINGUISHERS SHALL P3 BE ACCESSIBLE AND VISIBLE WITHIN THE MEANS OF EGRESS PROVIDE FIRE DETECTION AND ALARM SYSTEMS IN CONFORMANCE NYS CODE _ \ SECTION 907 AND REFERENCE STANDARDS. PROVIDED HIGH AND LOW(1' FROM FLOOR)SCREENED LOUVERD WALL _ PROVIDE CARBON MONOXIDE DETECTION AND ALARM SYSTEMS IN CONFORMANCE VENTS= 1 SQIN PER 4,000 BTU X 2 = 840 o R07 WITH Section 908, NYS 19 NYCRR Part 1228.AND LOCAL LAWS "' SQIN EACH VENT X 2 = 1,680 SQIN TOTAL I SEPARATE PERMITS ARE REQUIRED AND SHALL BE OBTAINED BY THE LICENSED SYSTEM CONTRACTORS D �. 6ric Nicofoia 25'-0" 0'-1 1/2" 25-0' " 25'-0" 25'-0" 2P 1 P �G�IST� �D A NIT�GT 0'-11/2" 100'-0" r :6?'.. 1 _ , . PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 2 5 4 3 E-Mail: architect@optonline.net AMPS rGREDARC THREES BREY�iING EAST # DESCRIPTION VOLTS PHASE Hz MCAIMOP COMME NTROL PANE 0���ti��C CO s�q � LOT 2 CUTCHOGUE BUSINESS CENTER 7RE F L E CT E D CEILING PLAN 2 BREWHOUSE 230 3 60 100 CONTR L PANEL 4 CUTCHOGUE, N.Y. 3 CART PUMP OUTLET(3) 220 3 60 20 WATE PROOF 4 BOILER 230 3 60 20 * REFLECTEP CEILING/LIGHTING PLAN 5 WALK IN COOLER 230 3 60 44/70 Rev Date:3114/2017: 6 GLYCOL CHILLER 230 3 60 282/381 Rev Date:4/7/2017: Revisions n_ r Pagel Revisions Rev Date:02/16/2017: Q 4 O Scale: 1/4 -0 . 4/7/2017 Rev DateA-4.3 Rev Date:02116/1017: A4.3 Reflected Ceiling A4.3 Reflected Ceiling PlanJob# 15122 By: E. Nicosia # 12 OF 12 Plan Revision Rev Date:ate:099 222016