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�g�FFOtk ti0 coGy Town of Southold 3/17/2022 P.O.Box 1179 53095 Main Rd �oy,� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42912 Date: 3/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 12700 Sound Ave., Mattituck SCTM#: 473889 Sec/Block/Lot: 141.4-32.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/7/2018 pursuant to which Building Permit No. 44800 dated 3/16/2020 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: additions and alterations to existing theater building as applied for. The certificate is issued to North Fork Com Theatre of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43022 4/24/2019 PLUMBERS CERTIFICATION DATED 5/2/2021 i hHarkPlunNng&Hea#g A rize nature �SUFfai�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 44800 Date: 3/16/2020 Permission is hereby granted to: North Fork Com Theatre PO BOX 86 Mattituck, NY 11952 To: Construct additions and alterations to existing theater building as applied for. Replaces BP# 43022 At premises located at: 12700 Sound Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 141.-4-32.4 Pursuant to application dated 3/16/2020 and approved by the Building Inspector. To expire on 9/15/2021. Fees: PERMIT RENEWAL $250.00 otal: $250.00 l Building Inspector TOWN OF SOUTHOLD �guFFol��Aay BUILDING DEPARTMENT �o co TOWN CLERK'S OFFICE SOUTHOLD, NY a 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#: 43022 Date: 9/10/2018 Permission is hereby granted to: North Fork Community Theatre PO BOX 86 Mattituck, NY 11952 To: construct additions and alterations to existing theater building as applied for. At premises located at: 12700 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 141.-4-32.4 Pursuant to application dated 8/7/2018 and approved by the Building Inspector. To expire on 3/11/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $902.00. CO -COMMERCIAL $50.00 Total: $952.00 W- 9 Inspector 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. 9 ?Lb/' New Construction: Old or Pre-existing Building: (check one) Location of Property: (Z7 O suy M b b�v1t" ✓ A-, TV C 1j_- House No. 11 I �� Street � Hamlet Owner or Owners of Property: 1" 0�a (4 0 -�16 5 V ay, i 174 �g-n Vf` [ / Suffolk County Tax Map No 1000, Section Block Lot �a. 7 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: $ /�Rq nt Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road CAFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'moo • �® roger.richert@town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: North Fork Community Theater Address: 12700 Sound Ave City: Mattituck St: New York Zip: 11952 Building Permit#: 43022 Section: 141 Block: 4 Lot: 32.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 33 Ceiling Fixtures 30 HID Fixtures Service 3 ph 400a Hot Water gas GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors Main Panel 2 A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel 2 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 7 Time Clocks Disconnect 2 Switches 29 Twist Lock Exit Fixtures 7 T\/SS Other Equipment: 400a 3-phase overhead service, 2-200a panels with main disconnects, 1-125a sub panel, 1-100a sub panel. Notes: 78-stage(spot)lights,7-combination EXIT/EMERGENCY lights,30 ceiling-LED strip lights,3-gas furnaces, 1-gas water heater Inspector Signature: Date: April 242019 81-Cert Electrical Compliance Form.xls a Town Hall Annex t� T4s�ti 'Telephone(631)765-1802 54375 Main Road l Fact ti �� Fax(631)765-9502 P.O.Box 1179 Southold.,NY 11971.0959 �• 1 BUILDING DEPARTMENT TOWN OF SO1UTHOLD CE RT IFI CAT10N Date: Al2- Building Permit No.93vt-z _.__ Owner: UI ih FPTK (Please print) ! Plumber:fta���]_ppombf q Atl*ng 1 (Please print) I certify that the solder used in the water supply system contains less than 10 of 1% lead. f �`^(Islumbers Signature) �h Sworn to before me this day of-k c, , 2011 j ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK -- - - - No.01 MA6364702 Qualified in Suffolk County Q My COmmf®slon.INPIral GO-164021 Notary Public, OF So(/pzz # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V &Vt-41(0�, �7yf'm kill S n). (Af DATE 41 INSPECTOR n JA oe souTyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. Cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ AULKING REMARKS: r hill kill 0 �I'� 0 .. LA0%, DATE INSPECTOR SObly�6 # TOWN OF SOUTHOLD BUILDING DEPT. CO 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 'd / INSPECTOR` OF SOUly�lo * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 9� INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLSG. [ ] 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 INSPECTOR ` a souryo� # TOWN OF SOUTHOLD BUILDING DEPT® �ycoum, 765-1802 INSPECTION'. [ ] FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] fELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RIVLARKS: ° l �. �ve, ya-nn. Q45Lz, tll 04 ' 4v tA 9, 1� A., _ (04 6OyL, -'09AJVV� mA Irim, M u f DATE I INSPECTOR ioo Al�- OF SOUTyO<o # * TOWN- OF-SOUTHOLD BUILDING DEPT. °`y�ourmN�' 765-1802 INSPECTION-, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ], FOUNDATION 2ND [` :] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ' ] .FIREPLACE & CHIMNEY [ '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 2- 7-02® INSPECTOR ( �. rqlf so ZY A1,1__ # # TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ,] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ °] FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O �- REMARKS: XC l DATE -7, - INSPECTOR `_ �O��pF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. f, `ycourm��' 765-1802 . . . INSPECTION- .. -: [ -] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING PC] FINAL [ ] " FIREPLACE & CHIMNEY it, FIRE SAFETY-INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ Aii) e 4:: S� I DATE INSPECTOR ALL ISLAND ELEVATOR CO. PO Box 655 Phone: 631-723-1500 Hampton Bays,NY 11946 www.allislandelevator.com e-mail: allislandelev@aol.com 7/22/2019 To: : Stromski Architecture Email: marisa@stromskiarchitecture.com Re: North Fork Comm Theatre 1270 Sound Ave Mattituck, ny 11952 Dear Sirs: This is to certify that the Verticle Platform-Lift,model 1200 By Harmar,installed at the above Long Island,NY location,was designed,manufactured and erected in accordance with ASME/ANSI A17.1 "Safety Codes for Elevators and Escalators" Section 5.2; ICC/ANSI A117.1 and NFPA70 National Electric Code. The installation of this VPL" is complete and it is available for use. Sincerely, ALL-ISLAND ELEVATOR CO. I- ,I� r S J-A) j'/[S]41 Architecture and Construction Management Services —p architecture,p.c. April 29 ,202I Ilke��d' N U V I Town of SoutholdTOWN 1301I:E)ING 9EPfi Building Department OP SOUTHOLD 54375 Route 25 PO Box 1179 Southold,NY II97I Attention:Mr.John J.Jarski Re:North Fork Community Theatre—Permit#43022 Dear:Mr.Jarski This letter is to serve as written confirmation that the insulation was installed at the project according to the construction documents.In the existing exterior walls and basement walls two inches of closed cell spray foam and an R-IS Batt insulation was installed in the conditioned basement area. This hybrid system provides an average of an R-29.The exposed basement walls received two inches of closed cell foam generating an average of R-I5. We witnessed the installation of the new poured concrete under pinning and can certify that the new foundation was installed as per approved permit drawings.Please see attached pictures. If you require any additional information do not hesitate to contact me. Respectfully,yours, Robert omski AIA, LEED AP STROM KI architecture,p.c. P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 i S 1 R-O514I Architecture and Construction Management Services architecture,p.c. April 29,h,2021 Town of Southold Building Department 54375 Route 25 PO Box 1179 Southold,NY 11971 Attention:Mr.John J.Jarski Re:North Fork Community Theatre—Permit#43022 Dear:Mr.Jarski This letter is to serve as written confirmation that the limited use limited access elevator installed at the NFCT meets current standards and regulations. The Vertical Platform Lift, model I200 By Harmar,installed at the North Fork Community Theater, was designed, manufactured and erected in accordance with ASME/ANSI A17.I "Safety Codes for Elevators and Escalators"Section S.2; ICC/ANSI Al I7.I and NFPA70 National Electric Code. We witnessed the installation of the VPL by All-Island Elevator Company and received their written verification that the installation meets all required standards. If you require any additional information do not hesitate to contact me. Respectfully yoursI <;t ) O Robert romski AIA,LEED AP STRO KI architecture,P.C. U \f' FER ? 8 2022 $�,��[..` P.O.BOX 1254 PHONE(63 I)779-2832 JAMESPORT,NEW YORK 11947 PK(631)779-2833 PROJECT SITE PHOTOS s. 1 Photo One(taken September 2018) Photo Two (taken September 2018) bi r Photo Three (taken September 2018) Photo Four(taken September 2018) Project Name: North Fork Community Theatre Job#16-AR010 Pape I of 6 i S I PN r� S K 1 Page ,� architecture,p.c. PROJECT SITE PHOTOS 7J# � i Photo Five(taken September 2018) iy Photo Six(taken September 2018) nc A • � r Photo Seven (taken September 2018) Photo Eight (taken August 2018) Project Name: North Fork Community Theatre Job#16-AR010 Page 2 of 6 ij� S I RUMSKI '` architecture,p.c. PROJECT SITE PHOTOS r,b _ N t} sS .al �y� y � ` •L-` Y�.r Y Photo Nine(taken September 2018) Photo Ten (taken September 2018) t r R pN Photo Eleven (taken September 2018) Photo Twelve (taken September 2018) Project Name: North Fork Community Theatre Job#16-AR010 Page 3 of 6 �l S i JZ��MSI�I , . .. architecture,pc. PROJECT SITE PHOTOS Y 'r 1 IL a T. r`• u -u Photo Thirteen (taken September 2018) Photo Fourteen (taken September 2018) r � y 1 ♦J y i - r a. Photo Fifteen (taken August 2018) Photo Sixteen (taken August 2018) Project Name: North Fork Community Theatre Job#16-AR010 Page 4 of 6 i \t S I lZ_"SKI g '� architecture.Pc PROJECT SITE PHOTOS X 'L Photo Seventeen (taken August 2018) Photo Eighteen (taken August 2018) 41 j ,f TT y 7�"" Photo Nineteen (taken August 2018) Photo Twenty(taken August 2018) Project Name: North Fork Community Theatre Job#16-AR010 Page 5 of 6 �� 1 S 11�ams m ,` architecture,pc. PROJECT SITE PHOTOS V� Photo Twenty-One (taken August 2018) Project Name: North Fork Community Theatre Job#16-AR010 Page 6 of 6 ,A S-1 1Z���iSK1 �� architecture,pc. PROJECT SITE PHOTOS Photo One (taken January 2022) 1 '0Z } J - Photo Two (taken January 2022) Photo Three(taken January 2022) Project Name: North Fork Community Theatre Job#16-AR010 Page I of3 ` S'11NWISKj ,1 architecture,P.C. PROJECT SITE PHOTOS Photo Four(taken January 2022) Photo Five (taken January 2022) �t. Photo Six(taken January 2022) Photo Seven (taken January 2022) Project Name: North Fork Community Theatre Job# 16-AR010 i Page 5`11���NlSKI g 1 architecture,P.c. PROJECT SITE PHOTOS �- tiilll. k J S Ii ' 1 �j I1 l � E Photo Eight (taken January 2022) Photo Nine (taken January 2022) it .,,,; i �Illlilll 91 1111111 ���� Photo Ten (taken January 2022) Photo Eleven (taken January 2022) Project Name: North Fork Community Theatre Job# 16-AR010 Page 3 of 3 �A SJMSK1 PROJECT SITE PHOTOS NOV 1 1UZ 1 ILDING DEPT ` WN OF OUTHOLD l F 'P Photo One (taken September 2021) Exterior Guard & Rail r It ♦X��pTa� �l IG,�`.�.'=. : hli t' iii s � ,+ dWm S.r Photo Two (taken November 2021) Exterior Guard& Rail Photo Three (taken November 2021) Exterior Guard& Rail Project Name: North Fork Community Theatre Job# 16-AR010 Page I of 2 Ak� ! PROJECT SITE PHOTOS ■ / I T .F Photo Four (taken September 2021) Relief Valve Photo Five (taken September 2021) Place VF s ,•4 F P�l�.i0�. No / ei �a Photo Six(taken November 2021) Railing to Basement P to Seven (taken November 2021) Railing to Basement Project Name: North Fork Community Theatre Job# 16-AR010 Page 2 of 2 • • • • • _ COMMENTSINSULATION PER N. r FOUNDATION(IST) ---------------- FOUNDATION(2ND) _ !'tom, ENERGYSTATE . , - s 1!'m mw , �{ ♦rte t �aT rig ADDITIONAL COMNMNTS 7WI MR. � '.iti �; I l � f I A✓ .1.1iJ�1�." i/I� I, . TOWOF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees q) Flood Permit Examined 20 Storm-Water Assessment Form 0 Contact: Robert Stromski AIA Approved ,20 Mail to:PO Box 1254 Disapproved a/c Jamesport, NY 11947 Phone:631-779-2832 Expiration ,20 B Spector D � ` 14"PPLICATION FOR BUILDING PERMIT AUG - 7 2018 Date August 7 , 2018 INSTRUCTIONS g DI[N G I iRMT• a. ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, ccuiate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal o demolition as her in described. The applicant agrees to comply with all applicable laws,ordinances,building code,hous' code,and regu ions, and to admit authorized inspectors on premises and in building for necessary inspections. gnature of applic t or name,if a corporation) P.O. Box 1254 Jamesport, NY 11947 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect/Builder Name of owner of premises North Fork Community Theater (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.59644-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 12700 Sound Avenue Mattituck House Number Street Hamlet County Tax Map No. 1000 Section-1 41 Block 4 Lot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Assembly-Theater(A-1) b. Intended use and occupancy Assembly-Theater(A-1) 3. Nature of work(check which applicable):New Building ❑ Addition® –AlterationEZI Repair=— Removal—Demolition Other Work 4. Estimated Cost 250,000.00 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor NA .If garage, number of cars NA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. see plans 7. Dimensions of existing structures, if any: Front 45.4' irr. Rear 38.5' Depth 81' irr. Height 32' +/- Number of Stories 2 Dimensions of same structure with alterations or additions: Front 45.5' irr. Rear 45.5 irr. Depth 81' irr. Height unchanged Number of Stories unchanged 8. Dimensions of entire new construction: Front 4' Rear 4' Depth 16' Height 14' Number of Stories 1 9. Size of lot: Front 138.06' Rear 138.88' Depth 131.27 10. Date of Purchase 2013 Name of Former Owner Mattituck Presbyterian Church 11. Zone or use district in which premises are situated Hamlet Business 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES❑ NOFWill excess fill be removed from premises?YESF NOF 14.Names of Owner of premises NFCT Address PB 86 Mattituck,NY Phone No. Name of Architect Stromski Architecture PC Address PB 1254 Jamesport Phone No 631-779-2832 Name of Contractor DS Cornerstone Builders Address NY, 11947 Phone No. 631-779-2832 15 a. Is this.property within 100 feet of a tidal wetland or a freshwater wetland? *YESaNO * 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 C] * 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 ❑ NOa * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Robert Stromski being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect/Builder (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 tq before me this da of 20_1� Notaryy ublic AIUR 1=5 r IOMSKI NOTARY PUBLIC Signature of pplicant 01ST4540852 QUALIFIED SUFFOLK COUlTY M`! TERM EXPIRES DECEMBER 31,,A Oe Scott A. Russell ,��lc U STOIKIM[WA\T)EIK SUPERVISOR o 0 z 1\M[A\NA\G 1EM1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 , Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ....... _ . ... DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: OWING: Yes .No (CHECK ALL THAT APPLY) ❑r'17PA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑N B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ ; C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ 3' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑p E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. _.................._.. ....... ....... . .._....................,._.... If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1 OOO ate: gy � IDistrict NAME: (P-0o Se Bnlock DL ot FOR BUILDING DEPAR]'MENT USE ONLY Contact Infor tion: (A7 �I 'ZU s p 1 T<<vi,o�r umnxr Reviewed By: / - - — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 1 7-1,7o,® Gm--t Q3 �G�,�]sem - -Approved for processing Bliflding Permit. - Stormwater Management Control Plan Not Required. 1�N y 1 q �, ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 g11fE ILDING DEPARTMENT-Electrical Inspector off- .� TOWN.OF SOUTHOLD 'NOV 3 0 2018 Town Hall Annex- 54375 Main Road - PO Box 1179 . � � a Southold, New,York 11971-0959 elephone (631) 765-1802 - FAX(631) 765-9502 TOWN OF SOt OL 'roger richert .town:sou hold:h .us APPLICATION_FOR ELECTRICAL INSPECTION REQUESTED BY: bate:_LL 0 Company Name: f' L�C _ _ Name: - License No.: }'h L-5- fes_ email: V Address: =. -&C- -1— Phone No.: I _ o g - 5 JOB SITE INFORMATION: (All Information Required) Name: ►vt>( - Address:, D,I OO Soon, Ate. NIG�-I- i Cross Street: - - Phone No.: Bldg.Permit i4 30;Z email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) S an -rpqs, .aWM__K0V" (3--Mr0 n �_ Circle All That Apply: Is job ready for inspection?: YES/0' Rough In Final Do you need a Temp Certificate?: ES NO Issued On _ Temp Information: (All information required) Service.Size 1 Ph 3 Ph Size: CrU A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground- ver ea #-Underground Laterals 1 2 H Frame Pole Work done on Service?_ N Additional Information: PAYMENT'DUE WITH APPLICATION, f 82-Request for Inspecdon'FormAs q9,0o s0I 1 o'�suFFoc,��oG Town Hall Annex Telephone(631)765-1802 54375 Main Road Z_3 Fax(631)765-9502 P. O. Box 1179 N rx Southold, NY 11971-0959 • NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 7 a Owner: 4`�� Utz l 6iAO0 M I �0 Location"of Property: 12-10 gvv M > V Please take notice that the-{check applicable line): New commercial'.orresid.ential structure ---Addition to.exist ng commercial or residential structure Rehabilitation�to-an existing commercial or residential structure to be"constructed or,performed at the subject property reference abovewill.,utilize (check applicable.line): Truss type construction (TT) Pre-engineered wood'construction (PW) Timber constructic n'.(TC) in the following location(s) (checkapplicable line): /, Floor framing, including girders and beams (F) Roof framing (R) Flo and roof.fra ing (FR) r . Signature: Name (pers n su mitting this form): �I3hV-!;— Capacity(check applicable line): Owner [�� _ Owner representative �'�`14` r TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RE® REFLECTIVE WHITE PANTONE #187 •1 The construction type STROKE designation shall be L6177' ii117!' 661.11", iilV"o.r. 6679 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ® «F's FLOOR FRAMING, INCLUDING ® ® GIRDERS AND BEAMS ccR„ ROOF FRAMING s "FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES n f S]��S]Q .A"rcbtecture and Construction Management Services architecture,p.c. September 7,20I8 Town of Southold Building Department Town Hall Annex Building S437S Route 2S PO Box 1179 Southold,NY 11971 Attention:Mr.Mike Verity—Chief Building Inspector Re:North Fork Community Theater Application Dear:Mr.Verity This letter is to address some of your comments raised during your formal review of our application. We are looking to meet the energy requirements for the project by meeting the minimum prescriptive design requirements.The new basement walls will be provided with a minimum of R-7.S continuous rigid insulation, the new roof cavity of the smalls addition will be R-38, and the new exterior walls of the small addition will be R-2I.These notes were added to the drawings as well. We have attached a cost estimate breakdown of the project and listed all the items that are being added or upgraded to the project. The overall project is budgeted around $244,I60.00. We have allocated $47,S00 for the installation of the new ADA complaint lift.That number reflects about I9.4S% of the overall project. In addition to that number, some of the figures for the interior partitions and painting can be attributed to the ADA lift since we have to build the shaft enclosure for the lift below the main level.That would bring the entire amount well over the 20% threshold required by the code. Other items that were discussed have been added to the project plans as discussed during our last phone conversation.We have discussed that the existing rear stair will provide the secondary means of egress from the lower level and we added the door at the top of that stair to provide direct access outside.If ou required any additional information do not hesitate to contact me. &Stromskii ;rt ED AP p.c. SEP ® 7 2018 i'T.r9J P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 CONSTRUCTION COST ESTIMATING FORM SA PROJECT#14-AR016 PROJECT NAME: North Fork Community Theater CM PROJECT#18-CM001 DATE:8-1-18 Proposed Addition/Alteration of Existing Theater ESTIMATED COST' DEMOLITION; -� REMOVAL OF EXISTING CATWALK AND RIGGING 800.00 REMOVAL OF EXISTING STAGE PLATFORM 8,000.00 DUMPSTERS FOR INTERIOR DEMOLITION 3,200.00 —� _..__. DUST AND TEMP.BARRIERS 800.00 REMOVAL OF SW CORNER OF REAR BACKSTAGE AREA 1,600.00 MISC.MATERIALS FOR DEMOLITION 1,000.00 NEW STORAGE AREA AND ORCHESTRA PIT; 65,000.00 UNDERPINING OF EXISTING FOUNDATION EXCAVATION OF NEW STORAGE AREA AND ORCH.PIT TEMP.SUPPORTS AND BRACING NEW POURED CONC.FOOTINGS,FOUNDATION,AND SLAB REMOVAL OF 40 YARDS OF MATERIAL INCLUDED STRUCTURAL UPGRADES TO EXISTING FRAMING; UPGRADE LOCUST POSTS 2,600.00 RAISE LOW BEAMS IN BASEMENT 1,600.00 UPGRADE ROOF TRUSSES 0.00 SW ADDITION TO BUILDING FRAMING OF NEW SPACE AND ROOF EXTENSION 3,200.00 EXTERIOR TRIM AND SIDING 9,600.00 NEW EXTEIOR DOOR 1,800.00 NEW ROOF SHINGLES 1,700.00 EXTERIOR PAINTING TO MATCH EXISTING 1,400.00 NEW STAGE PLATEFORM AND STORAGE AREA ROUGH FRAMING/TEMP.SUPPORTS DURING EXCAVATION 9,600.00 ELECTRICAL LIGHTING AND POWER 3,500.00 _ INSULATION/FIRE CAULKING 5,100.00 _ GYPSUM BOARD AND SPACKLE 8,400.00 ACOUSTICAL CEILING 4,000.00 INTERIOR TRIM 0.00 VINYL FLOORING 5,000.00 PAINTING 6,000.00 J STAGE FINISH FLOOR 0.00 INSULATION/FIRE CAULK SW CORNER ADDITION 1,160.00 GYPSUM/SPACKLE SW CORNER ADDITION 800.00 NEW ADA Compliant Lift 47,500.00 INTERIOR TRIM IN BACK STAGE AREA 0.00 PAGE SUBTOTAL 193,360.00 STROMSKI architecture,p.c. 1. CONSTRUCTION COST ESTIMATING FORM ONTINUED ESTIMATED,, COST ELECTRICAL UPGRADES TO BACKSTAGE AREA 15,700.00 GENERAL LIGHTING AND POWER 0.00 NEW LIGHT BOARD CONTROLS 0.00 CONDUIT FROM BACKSTAGE TO CONTROL BOOTH 0.00 STAGE LIGHTING FRAMEWORK 0.00 NEW INTERIOR STAIRS AND RAILINGS 9,600.00 FIRE ALARM UPGRADES 0.00 INTERIOR PAINTING OF BACKSTAGE AREA 4,000.00 , GUTTERS AND LEADERS 1,200.00 — INTERIOR FINISH UPGRADES TO EXISTING BULDING 4,000.00 INSULATION UPGRADES TO EXISTING BUILDING 2,500.00 MATERIALS NOT INCLUDED IN TRADE PRICES 13,800.00 GENERAL CONDITIONS 0.00 SUBTOTAL 244,160.00 ALLOWANCES NOT INCLUDED IN MANAGEMENT COSTS UTILITY CONNECTION FEES 0.00 PERMIT FEES 0.00 ENGINEERING FEES 0.00 ARCHITECTURAL FEES 0.00 SURVEYOR FEES 0.00 FS-T TWA P�o�Ec Cogs ° - 244,160.0 STROMSKI architecture,p.c. 2 rclitecture and Construction IN anagement Services architecture,p.c. x 3 RANSMITTAL SHEET T FROM: Whom it Mayr IrL w S pTMOl"� Robert Stromski COMPANY: DATE: Town of Southold November I2,2021 Building Division 54375 Route 25 Southold NY 11971 PHONE NUMBER: CC: (63I)765-I802 RE: JOB NUMBER: North Fork Community Theatre-I2700 Sound Ave Mattituck I I952 I6-AROIO ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑ FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Final Inspection Notice I Letter from Robert Stromski regarding Insulation&Foundation Walls Verified I Foundation Pictures I Project Site Photos regarding Exterior Stair,Interior Railing,VF placement,Relief Valve I Letter from All-Island Elevator regarding Lift I Solders Certificate from Hardy Plumbing I Inspections for Fire Alarm and Fire Sprinkler 2 Amended Plans I Check for renewal of open Budding Permits REMARKS: P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK I 1947 FAX(631) 9-2833 fir SUFFOLK COUNTY DEPT OF LABOR, LICENSING 8 CONSUMER AFFAIRS w RESTRICTED " PLUMBER ICENSE a # ' PAULGENSINGER This certifies that the 11E1 bearer IS duly GENSINGER FIRE PROTECTION LLC licensed by the County of Suffolk Lf-NumM D- 1� �� 50178-RP 05/24/2012 r.dommi.spmm Expm nQ1 DATE 05101/2020 .. S J AN 2 5 2019 .Hy raultc c...... nn u 1n�Ny raGALC ��,pF NEw O.A GENSINGER FIRE PROTECTION 1070 MIDDLE COUNTY ROAD y 92 SUITE 7-217 avp 0 SELDEN, NY 11784 : 631-320-3291 m — 2N c a �610 0 889A � ss�oNP� Job Name NORTH FORK COMMUNITY THEATRE SP PLAN Drawing SP-101 Location 12700 SOUNDS AVE. MATTITUCK, NY 11952 Remote Area AREA-1 Contract Data File NORTH FORK COMMUNITY THEATRE SP PLAN Area 1.WXF Date/Time 01/15/2019- 1:30 PM Computer Programs by Hydratec Inc. Revision: 50.53.5 4 GENSINGER FIRE PROTECTION Page 1 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 HYDRAULIC CALCULATIONS for Project name: NORTH FORK COMMUNITY THEATRE SP PLAN Location: 12700 SOUNDS AVE. MATTITUCK, NY 11952 Drawing no: SP-101 Date: 01-10-19 Design Remote area number: AREA-1 Remote area location: ATTIC Occupancy classification: LIGHT HAZARD Density: 0.10-Gpm/SgFt Area of application: 1836-SgFt Coverage per sprinkler: 120 MAX. -SgFt Type of sprinklers calculated: RELIABLE F1 FR-56, K-FACTOR 5.6,1/2"THREAD No, of sprinklers calculated: 23 In-rack demand: N/A-GPM Hose streams: 100-GPM Total water required(including hose streams): 499.981 -GPM @ 52.7029-Psi Type of system: DRY SYSTEM Volume of dry or preaction system: 189.37-Gal Water supply information Date: 04-05-18 Location: MIDDLE ROAD AND LOVE LANE Source: FIRE HYDRANT Name of contractor: GENSINGER FIRE PROTECTION Address: 1070 MIDDLE COUNTY ROAD SUITE 7-217 SELDEN, NY 11784 Phone number: 631-320-3291 Name of designer: SAM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C GENSINGER FIRE PROTECTION Page 2 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 City Water Supply: Demand: C1 -Static Pressure : 76 D1 -Elevation 16.492 C2 -Residual Pressure: 60 D2 -System Flow :399.981 C2 -Residual Flow 2481 D2 -System Pressure : 52.703 Hose( Demand) :100 D3-System Demand :499.981 Safety Margin 22.471 150 140 130 P 120 R 110 E 100 S90 s80 U 70 C2 R 60 2 E 50 40 3 30 20 D1 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N^ 1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary GENSINGER FIRE PROTECTION Page 3 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Fitting Legend Abbrev. Name '/z % 1 1% 1'/z 2 2'/z 3 3'Y2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zia Wilkins 350 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *'. The fittings marked with a* show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc._ Revision: 50.53.5 Pressure / Flow Summary- STANDARD GENSINGER FIRE PROTECTION Page 4 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP03 37.08 5.6 7.0 na 14.82 0.1 97 7.0 EQ03 38.08 6.82 na DP06 37.08 5.6 7.0 na 14.82 0.1 49 7.0 EQ06 38.08 6.82 na DP02 37.08 5.6 7.0 na 14.82 0.1 113 7.0 EQ02 38.08 7.05 na DP05 37.08 5.6 7.0 na 14.82 0.1 58 7.0 EQ05 38.08 6.82 na DP08 37.08 5.6 7.27 na 15.1 0.1 151 7.0 EQ08 38.08 7.1 na DP07 37.08 . 5.6 7.0 na 14.82 0.1 75 7.0 EQ07 38.08 6.82 na DP01 37.08 5.6 7.0 na 14.82 0.1 120 7.0 EQ01 38.08 7.05 na DP04 37.08 5.6 7.0 na 14.82 0.1 120 7.0 EQ04 38.08 6.82 na H5 38.08 K=K @ EQ06 6.82 na 14.82 B8 38.08 7.09 na B7 38.08 7.71 na B6 38.08 7.98 na B5 38.08 8.4 na B4 38.08 8.85 na B3 38.08 10.01 na B2 38.08 10.43 na 131 38.08 12.14 na M15 38.08 15.35 na M14 38.08 16.44 na M12 38.08 16.65 na M13 6.67 32.79 na M11 6.67 33.33 na M10 6.67 35.42 na M9 6.67 36.54 na M8 9.67 35.39 na M7 9.67 36.06 na M6 9.67 37.04 na M5 9.67 38.22 na M4 9.67 40.39 na M3 2.0 43.99 na M1 2.0 49.17 na M2 -4.5 52.22 na TEST 0.0 52.7 na 100.0 H7 38.08 K=K @ EQ04 7.44 na 15.47 H6 38.08 K=K @ EQ01 7.48 na 15.27 B9 38.08 7.64 na H4 38.08 K=K @ EQ07 7.49 na 15.52 H3 38.08 K=K @ EQ08 7.86 na 15.88 H2 38.08 K=K @ EQ04 8.29 na 16.34 H1 38.08 K=K @ EQ04 9.38 na 17.38 M16 38.08 15.2 na M17 38.08 15.05 na M18 38.08 14.99 na H17 38.08 K=K @ EQ01 10.99 na 18.5 H18 38.08 K=K @ EQ01 9.46 na 17.17 B13 38.08 9.11 na B14 38.08 8.64 na H21 38.08 K=K @ EQ02 8.52 na 16.29 H22 38.08 K=K @ EQ01 8.45 na 16.22 B15 38.08 8.43 na B16 38.08 8.4 na H23 38.08 K=K @ EQ01 8.35 na 16.13 H2O 38.08 K=K @ EQ03 7.89 na 15.94 H19 38.08 K=K @ EQ03 8.32 na 16.37 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary- Standard GENSINGER FIRE PROTECTION Page 5 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H16 38.08 K=K @ EQ04 10.51 na 18.39 H15 38.08 K=K @ EQ01 10.57 na 18.15 B12 38.08 10.78 na 1311 38.08 10.86 na H14 38.08 K=K @ EQ01 10.95 na 18.48 1 38.08 11.04 na H13 38.08 K=K @ EQ01 11.48 na 18.91 2 38.08 11.63 na H12 38.08 K=K @ EQ01 12.38 na 19.64 H10 38.08 K=K @ EQ05 11.5 na 19.24 B10 38.08 12.47 na H9 38.08 K=K @ EQ01 12.66 na 19.86 H8 38.08 K=K @ EQ01 13.25 na 20.32 H11 38.08 K=K @ EQ01 12.45 na 19.69 3 38.08 12.46 na The maximum velocity is 11.15 and it occurs in the pipe between nodes M18 and H17 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 6 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *EQUIVALENT K'S DP03 37.08 5.60 14.82 1 E 1.427 1.000 100 7.000 to 0.0 1.427 -0.433 EQ03 38.08 14.82 1.049 0.0 2.427 0.1047 0.254 Vel = 5.50 0.0 EQ03 14.82 6.821 K Factor= 5.67 DP06 37.08 5.60 14.82 1 E 1.427 1.000 100 7.000 to 0.0 1.427 -0.433 EQ06 38.08 14.82 1.049 0.0 2.427 0.1047 0.254 Vel = 5.50 0.0 EQ06 14.82 6.821 K Factor= 5.67 DP02 37.08 5.60 14.82 1 T 3.568 1.000 100 7.000 to 0.0 3.568 -0.433 EQ02 38.08 14.82 1.049 0.0 4.568 0.1046 0.478 Vel = 5.50 0.0 EQ02 14.82 7.045 K Factor= 5.58 DP05 37.08 5.60 14.82 1 E 1.427 1.000 100 7.000 to 0.0 1.427 -0.433 EQ05 38.08 14.82 1.049 0.0 2.427 0.1047 0.254 Vel= 5.50 0.0 EQ05 14.82 6.821 K Factor= 5.67 DP08 37.08 5.60 15.10 1 E 1.427 1.000 100 7.271 to 0.0 1.427 -0.433 EQ08 38.08 15.1 1.049 0.0 2.427 0.1084 0.263 Vel = 5.61 0.0 EQ08 15.10 7.101 K Factor= 5.67 DP07 37.08 5.60 14.82 1 E 1.427 1.000 100 7.000 to 0.0 1.427 -0.433 EQ07 38.08 14.82 1.049 0.0 2.427 0.1047 0.254 Vel = 5.50 0.0 EQ07 14.82 6.821 K Factor= 5.67 DP01 37.08 5.60 14.82 1 T 3.568 1.000 100 7.000 to 0.0 3.568 -0.433 EQ01 38.08 14.82 1.049 0.0 4.568 0.1046 0.478 Vel = 5.50 0.0 EQ01 14.82 7.045 K Factor= 5.58 DP04 37.08 5.60 14.82 1 E 1.427 1.000 100 7.000 to 0.0 1.427 -0.433 EQ04 38.08 14.82 1.049 0.0 2.427 0.1047 0.254 Vel = 5.50 0.0 EQ04 14.82 6.821 K Factor= 5.67 *REMOTE HEAD TO SUPPLY H5 38.08 5.67 14.82 1 E 1.427 1.150 100 6.821 K= K @ EQ06 to 0.0 1.427 0.0 B8 38.08 14.82 1.049 0.0 2.577 0.1048 0.270 Vel = 5.50 B8 38.08 0.0 1 T 3.568 2.380 100 7.091 to 0.0 3.568 0.0 B7 38.08 14.82 1.049 0.0 5.948 0.1046 0.622 Vel= 5.50 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 7 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** 'Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf B7 38.08 30.74 2 T 7.137 1.500 100 7.713 to 0.0 7.137 0.0 B6 38.08 45.56 2.067 0.0 8.637 0.0308 0.266 Vel= 4.36 B6 38.08 15.52 2 0.0 8.000 100 7.979 to 0.0 0.0 0.0 B5 38.08 61.08 2.067 0.0 8.000 0.0529 0.423 Vel = 5.84 B5 38.08 15.89 2 0.0 5.500 100 8.402 to 0.0 0.0 0.0 B4 38.08 76.97 2.067 0.0 5.500 0.0811 0.446 Vel= 7.36 B4 38.08 16.33 2 0.0 10.000 100 8.848 to 0.0 0.0 0.0 B3 38.08 93.3 2.067 0.0 10.000 0.1158 1.158 Vel = 8.92 B3 38.08 17.38 2 0.0 2.660 100 10.006 to 0.0 0.0 0.0 B2 38.08 110.68 2.067 0.0 2.660 0.1590 0.423 Vel = 10.58 B2 38.08 0.0 2 2E 7.137 3.630 100 10.429 to 0.0 7.137 0.0 131 38.08 110.68 2.067 0.0 10.767 0.1588 1.710 Vel = 10.58 B1 38.08 0.0 2 T 7.137 13.090 100 12.139 to 0.0 7.137 0.0 M15 38.08 110.68 2.067 0.0 20.227 0.1588 3.213 Vel = 10.58 M15 38.08 289.30 4 T 18.795 2.820 100 15.352 to 0.0 18.795 0.0 M14 38.08 399.98 4.26 0.0 21.615 0.0506 1.093 Vel= 9.00 M14 38.08 0.0 4 0.0 4.000 100 16.445 to 0.0 0.0 0.0 M12 38.08 399.98 4.26 0.0 4.000 0.0505 0.202 Vel = 9:00 M12 38.08 0.0 4 T 18.795 31.420 100 16.647 to 0.0 18.795 13.604 M13 6.67 399.98 4.26 0.0 50.215 0.0505 2.538 Vel = 9.00 M13 6.67 0.0 4 E 9.397 1.240 100 32.789 to 0.0 9.397 0.0 M11 6.67 399.98 4.26 0.0 10.637 0.0505 0.537 Vel = 9.00 M11 6.67 0.0 4 E 9.397 32.030 100 33.326 to 0.0 9.397 0.0 M10 6.67 399.98 4.26 0.0 41.427 0.0505 2.094 Vel = 9.00 M10 6.67 0.0 4 2E 18.795 3.320 100 35.420 to 0.0 18.795 0.0 M9 6.67 399.98 4.26 0.0 22.115 0.0506 1.118 Vel = 9.00 M9 6.67 0.0 4 0.0 3.000 100 36.538 to 0.0 0.0 -1.299 M8 9.67 399.98 4.26 0.0 3.000 0.0503 0.151 Vel = 9.00 M8 9.67 0.0 4 E 9.397 3.910 100 35.390 to 0.0 9.397 0.0 M7 9.67 399.98 4.26 0.0 13.307 0.0506 0.673 Vel = 9.00 M7 9.67 0.0 4 2E 18.795 0.580 100 36.063 to 0.0 18.795 0.0 M6 9.67 399.98 4.26 0.0 19.375 0.0505 0.979 Vel = 9.00 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 8 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe **** ** Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf M6 9.67 0.0 4 E 9.397 13.890 100 37.042 to 0.0 9.397 0.0 M5 9.67 399.98 4.26 0.0 23.287 0.0506 1.178 Vel = 9.00 M5 9.67 0.0 4 E 13.167 3.500 120 38.220 to Dvc 27.651 56.618 0.0 M4 9.67 399.98 4.26 B 15.8 60.118 0.0361 2.168 Vel = 9.00 M4 9.67 0.0 4 0.0 7.670 120 40.388 to 0.0 0.0 3.322 M3 2 399.98 4.26 0.0 7.670 0.0361 0.277 Vel = 9.00 M3 2 0.0 4 2E 26.334 5.000 120 43.987 to Zia 0.0 26.334 4.049 `*Fixed Loss =4.049 M1 2 399.98 4.26 0.0 31.334 0.0361 1.130 Vel= 9.00 M1 2 0.0 4 0.0 6.500 120 49.166 to 0.0 0.0 2.815 M2 -4.5 399.98 4.26 0.0 6.500 0.0362 0.235 Vel = 9.00 M2 -4.5 0.0 4 E 14.534 60.000 140 52.216 to 0.0 14.534 -1.949 TEST 0 399.98 4.1 0.0 74.534 0.0327 2.436 Vel = 9.72 100.00 Qa = 100.00 TEST 499.98 52.703 K Factor= 68.87 *NEW PATH H7 38.08 5.67 15.47 2 0.0 10.000 100 7.441 K= K @ EQ04 to 0.0 0.0 0.0 H6 38.08 15.47 2.067 0.0 10.000 0.004.1 0.041 Vel = 1.48 H6 38.08 5.58 15.27 2 E 3.568 6.830 100 7.482 K= K @ EQ01 to 0.0 3.568 0.0 B9 38.08 30.74 2.067 0.0 10.398 0.0149 0.155 Vel = 2.94 B9 38.08 0.0 2 0.0 5.150 100 7.637 to 0.0 0.0 0.0 B7 38.08 30.74 2.067 0.0 5.150 0.0148 0.076 Vel = 2.94 0.0 B7 30.74 _ 7.713 K Factor= 11.07 *NEW PATH H4 38.08 5.67 15.52 1 T 5.0 1.020 120 7.489 K= K @ EQ07 to 0.0 5.000 0.0 B6 38.08 15.52 1.049 0.0 6.020 0.0814 0.490 Vel = 5.76 0.0 B6 15.52 7.979 K Factor= 5.49 *NEW PATH H3 38.08 5.67 15.88 1 T 3.568 1.020 100 7.856 K= K @ EQ08 to 0.0 3.568 0.0 B5 38.08 15.88 1.049 0.0 4.588 0.1190 0.546 Vel = 5.90 0.0 B5 15.88 8.402 K Factor= 5.48 *NEW PATH H2 38.08 5.67 16.34 1 T 3.568 0.850 100 8.294 K= K @ EQ04 to 0.0 3.568 0.0 B4 38.08 16.34 1.049 0.0 4.418 0.1254 0.554 Vel = 6.07 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 9 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 B4 16.34 8.848 K Factor= 5.49 *NEW PATH H1 38.08 5.67 17.38 1 T 3.568 0.850 100 9.385 K= K @ EQ04 to 0.0 3.568 0.0 B3 38.08 17.38 1.049 0.0 4.418 0.1406 0.621 Vel = 6.45 0.0 B3 17.38 10.006 K Factor= 5.49 *NEW PATH M15 38.08 -289.30 4 0.0 5.510 100 15.352 to 0.0 0.0 0.0 M16 38.08 -289.3 4.26 0.0 5.510 -0.0278 -0.153 Vel= 6.51 M16 38.08 79.11 4 0.0 10.000 100 15.199 to 0.0 0.0 0.0 M17 38.08 -210.19 4.26 0.0 10.000 -0.0153 -0.153 Vel= 4.73 M17 38.08 93.56 4 0.0 10.000 100 15.046 to 0.0 0.0 0.0 M18 38.08 -116.63 4.26 0.0 10.000 -0.0052 -0.052 Vel = 2.63 M18 38.08 0.0 2 T 7.137 15.750 100 14.994 to 0.0 7.137 0.0 H17 38.08 -116.63 2.067 0.0 22.887 -0.1750 -4.005 Vel = 11.15 H17 38.08 5.58 18.51 2 0.0 12.000 100 10.989 K=K @ EQ01 to 0.0 0.0 0.0 H18 38.08 -98.12 2.067 0.0 12.000 -0.1272 -1.526 Vel = 9.38 H18 38.08 5.58 17.17 2 0.0 4.000 100 9.463 K=K @ EQ01 to 0.0 0.0 0.0 B13 38.08 -80.95 2.067 0.0 4.000 -0.0890 -0.356 Vel = 7.74 B13 38.08 16.36 2 0.0 8.000 100 9.107 to 0.0 0.0 0.0 B14 38.08 -64.59 2.067 0.0 8.000 -0.0586 -0.469 Vel = 6.18 B14 38.08 15.94 2 0.0 3.380 100 8.638 to 0.0 0.0 0.0 H21 38.08 -48.65 2.067 0.0 3.380 -0.0346 -0.117 Vel = 4.65 H21 38.08 5.58 16.29 2 0.0 4.450 100 8.521 K= K @ EQ02 to 0.0 0.0 0.0 H22 38.08 -32.36 2.067 0.0 4.450 -0.0164 -0.073 Vel = 3.09 H22 38.08 5.58 16.23 2 E 3.568 1.000 100 8.448 K=K @ EQ01 to 0.0 3.568 0.0 B15 38.08 -16.13 2.067 0.0 4.568 -0.0046 -0.021 Vel = 1.54 B15 38.08 0.0 2 0.0 6.000 100 8.427 to 0.0 0.0 0.0 B16 38.08 -16.13 2.067 0.0 6.000 -0.0045 -0.027 Vel = 1.54 B16 38.08 0.0 2 E 3.568 7.000 100 8.400 to 0.0 3.568 0.0 H23 38.08 -16.13 2.067 0.0 10.568 -0.0044 -0.047 Vel = 1.54 OA H23 -16.13 8.353 K Factor= -5.58 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 10 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *NEW PATH H2O 38.08 5.67 15.94 1 T 3.568 2.670 100 7.891 K= K @ EQ03 to 0.0 3.568 0.0 B14 38.08 15.94 1.049 0.0 6.238 0.1197 0.747 Vel = 5.92 0.0 B14 15.94 8.638 K Factor= 5.42 *NEW PATH H19 38.08 5.67 16.37 1 T 3.568 2.670 100 8.322 K= K @ EQ03 to 0.0 3.568 0.0 B13 38.08 16.37 1.049 0.0 6.238 0.1258 0.785 Vel = 6.08 0.0 B13 16.37 9.107 K Factor= 5.42 *NEW PATH H16 38.08 5.67 18.39 2 0.0 10.000 100 10.510 K= K @ EQ04 to 0.0 0.0 0.0 H15 38.08 18.39 2.067 0.0 10.000 0.0057 0.057 Vel = 1.76 H15 38.08 5.58 18.15 2 E 3.568 6.830 100 10.567 K= K @ EQ01 to 0.0 3.568 0.0 B12 38.08 36.54 2.067 0.0 10.398 0.0205 0.213 Vel = 3.49 B12 38.08 0.0 2 0.0 4.000 100 10.780 to 0.0 0.0 0.0 1311 38.08 36.54 2.067 0.0 4.000 0.0205 0.082 Vel = 3.49 1311 38.08 0.0 2 E 3.568 1.000 100 10.862 to 0.0 3.568 0.0 H14 38.08 36.54 2.067 0.0 4.568 0.0204 0.093 Vel = 3.49 H14 38.08 5.58 18.47 2 0.0 2.000 100 10.955 K= K @ EQ01 to 0.0 0.0 0.0 1 38.08 55.01 2.067 0.0 2.000 0.0435 0.087 Vel = 5.26 1, 38.08 0.0 2 0.0 10.000 100 11.042 to 0.0 0.0 0.0 H13 38.08 55.01 2.067 0.0 10.000 0.0436 0.436 Vel = 5.26 H13 38.08 5.58 18.91 2 0.0 2.000 100 11.478 K=K @ EQ01 to 0.0 0.0 0.0 2 38.08 73.92 2.067 0.0 2.000 0.0750 0.150 Vel = 7.07 2 38.08 0.0 2 0.0 10.000 100 11.628 to 0.0 0.0 0.0 H12 38.08 73.92 2.067 0.0 10.000 0.0753 0.753 Vel = 7.07 H12 38.08 5.58 19.65 2 T 7.137 15.750 100 12.381 K= K @ EQ01 to 0.0 7.137 0.0 M17 38.08 93.57 2.067 0.0 22.887 0.1164 2.665 Vel = 8.95 0.0 M17 93.57 15.046 K Factor= 24.12 *NEW PATH H10 38.08 5.67 19.24 1 T 3.568 2.170 100 11.498 K= K @ EQ05 to 0.0 3.568 0.0 B10 38.08 19.24 1.049 _ 0.0 _ 5.738 0.1696 0.973 Vel = 7.14 B10 38.08 19.69 2 V 0.0 8.000 100 12.471 to 0.0 0.0 0.0 H9 38.08 38.93 2.067 0.0 8.000 0.0230 0.184 Vel = 3.72 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 11 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe &act Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H9 38.08 5.58 19.86 2 0.0 12.000 100 12.655 K=K @ EQ01 to 0.0 0.0 0.0 H8 38.08 58.79 2.067 0.0 12.000 0.0492 0.591 Vel = 5.62 H8 38.08 5.58 20.31 2 T 7.137 15.750 100 13.246 K= K @ EQ01 to 0.0 7.137 0.0 M16 38.08 79.1 2.067 0.0 22.887 0.0853 1.953 Vel = 7.56 0.0 M16 79.10 15.199 K Factor= 20.29 *NEW PATH H11 38.08 5.58 19.69 2 0.0 2.000. 100 12.445 K= K @ EQ01 to 0.0 0.0 0.0 3 38.08 19.69 2.067 0.0 2.000 0.0065 0.013 Vel = 1.88 3 38.08 0.0 2 0.0 2.000 100 12.458 to 0.0 0.0 0.0 B10 38.08 19.69 2.067 0.0 2.000 0.0065 0.013 Vel = 1.88 0.0 B10 19.69 12.471 K Factor= 5.58 Computer Programs by Hydratec Inc. Revision: 50.53.5 D JAN 2 5 2019 BUM QTG TWWN OF SO OLD Hallrccafeulalrts u �n�HiraA �pF NEVv )., GENSINGER FIRE PROTECTION 1070 MIDDLE COUNTY ROAD SUITE 7-217 r_ W SELDEN, NY 11784 n 631-320-3291 cP�O 0 9'\ aP SS1oNP Job Name NORTH FORK COMMUNITY THEATRE SP PLAN Drawing SP-101 Location 12700 SOUNDS AVE. MATTITUCK, NY 11952 Remote Area AREA-2 Contract Data File NORTH FORK COMMUNITY THEATRE SP PLAN Area 2.WXF Date/Time 01/15/2019- 1:24 PM Computer Programs by Hydratec Inc. Revision: 50.53.5 GENSINGER FIRE PROTECTION Page 1 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 HYDRAULIC CALCULATIONS for Project name: NORTH FORK COMMUNITY THEATRE SP PLAN Location: 12700 SOUNDS AVE. MATTITUCK, NY 11952 Drawing no: SP-101 Date: 01-10-19 Design Remote area number: AREA-2 Remote area location: ATTIC LEVEL Occupancy classification: ORDINARY HAZARD#1 Density: 0.15-Gpm/SgFt Area of application: 1008-SgFt Coverage per sprinkler: 130 MAX. -SgFt Type of sprinklers calculated: RELIABLE F1FR-56, K-FACTOR 5.6,1/2"THREAD No, of sprinklers calculated: 12 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 500.698-GPM @ 45.1216- Psi Type of system: DRY SYSTEM Volume of dry or preaction system: 189.37-Gal Water supply information Date: 04-05-18 Location: MIDDLE ROAD AND LOVE LANE Source: FIRE HYDRANT Name of contractor: GENSINGER FIRE PROTECTION Address: 1070 MIDDLE COUNTY ROAD/SUITE 7-217/SELDEN, NY 11784 Phone number. 631-320-3291 Name of designer. SAM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C GENSINGER FIRE PROTECTION Page 2 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 City Water Supply: Demand: C1 -Static Pressure : 76 D1 - Elevation 16.492 C2- Residual Pressure: 60 D2-System Flow : 250.698 C2- Residual Flow 2481 D2-System Pressure : 45.122 Hose(Demand ) : 250 D3 -System Demand : 500.698 Safety Margin 30.050 150 140 130 P 120 R 110 E 100 S90 S80 u 70 C2 R 60 E 50 Ulf 40 D3 30 20 10 D1 -f I I .—I I I 1 1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N^ 1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary GENSINGER FIRE PROTECTION Page 3 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Fitting Legend Abbrev. Name '/z 3/< 1 V/< 1'/z 2 2'/z 3 3%z 4 . 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zia Wilkins 350 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.53.5 Pressure / Flow Summary- STANDARD GENSINGER FIRE PROTECTION Page 4 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP02 37.08 5.6 12.13 na 19.5 0.15 130 7.0 EQ02 38.08 12.49 na DP01 37.08 5.6 12.13 na 19.5 0.15 130 7.0 EQ01 38.08 12.11 na S8 38.08 K=K @ EQ01 12.13 na 19.51 S7 38.08 K=K @ EQ02 12.56 na 19.56 36 38.08 K=K @ EQ02 14.1 na 20.72 M21 38.08 18.36 na M14 38.08 18.39 na M12 38.08 18.44 na M13 6.67 33.11 na M11 6.67 33.33 na M10 6.67 34.22 na M9 6.67 34.69 na M8 9.67 33.45 na M7 9.67 33.74 na M6 9.67 34.15 na M5 9.67 34.64 na M4 9.67 35.56 na M3 2.0 39.0 na M1 2.0 43.13 na M2 -4.5 46.04 na TEST 0.0 45.12 na 250.0 35 38.08 K=K @ EQ01 17.95 na 23.74 M22 38.08 18.33 na S4 38.08 K=K @ EQ01 12.11 na 19.5 S3 38.08 K=K @ EQ02 12.54 na 19.54 S2 38.08 K=K @ EQ02 14.08 na 20.71 S1 38.08 K=K @ EQ01 17.93 na 23.72 S12 38.08 K=K @ EQ01 12.18 na 19.55 S11 38.08 K=K @ EQ02 12.61 na 19.59 S10 38.08 K=K @ EQ02 14.16 na 20.76 M19 38.08 18.43 na S9 38.08 K=K @ EQ01 18.02 na 23.78 The maximum velocity is 12.85 and it occurs in the pipe between nodes S10 and M19 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 5 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *EQUIVALENT K'S DP02 37.08 5.60 19.50 1 T 3.568 1.000 100 12.125 to 0.0 3.568 -0.433 EQ02 38.08 19.5 1.049 0.0 4.568 0.1740 0.795 Vel= 7.24 0.0 E002 19.50 12.487 K Factor= 5.52 DP01 37.08 5.60 19.50 1 E 1.427 1.000 100 12.125 to 0.0 1.427 -0.433 EQ01 38.08 19.5 1.049 0.0 2.427 0.1739 0.422 Vel = 7.24 0.0 EQ01 19.50 12.114 K Factor= 5.60 *REMOTE HEAD TO SUPPLY S8 38.08 5.6 19.51 1.25 0.0 9.330 100 12.132 K= K @ EQ01 to 0.0 0.0 0.0 S7 38.08 19.51 1.38 0.0 9.330 0.0459 0.428 Vel = 4.18 S7 38.08 5.52 19.56 1.25 0.0 9.330 100 12.560 K= K @ EQ02 to 0.0 0.0 0.0 S6 38.08 39.07 1.38 0.0 9.330 0.1655 1.544 Vel = 8.38 S6 38.08 5.52 20.73 1.25 T 4.282 7.420 100 14.104 K= K @ EQ02 to 0.0 4.282 0.0 M21 38.08 59.8 1.38 0.0 11.702 0.3638 4.257 Vel = 12.83 M21 38.08 107.21 4 0.0 3.420 100 18.36.1 to 0.0 0.0 0.0 M14 38.08 167.01 4.26 0.0 3.420 0.0099 0.034 Vel = 3.76 M14 38.08 0.0 4 0.0 4.000 100 18.395 to 0.0 0.0 0.0 M12 38.08 167.01 4.26 0.0 4.000 0.0100 0.040 Vel = 3.76 M12 38.08 83.69 4 T 18.795 31.420 100 18.435 to 0.0 18.795 13.604 M13 6.67 250.7 4.26 0.0 50.215 0.0213 1.069 Vel = 5.64 M13 6.67 0.0 4 E 9.397 1.240 100 33.108 to 0.0 9.397 0.0 M11 6.67 250.7 4.26 0.0 10.637 0.0213 0.227 Vel = 5.64 M11 6.67 0.0 4 E 9.397 32.030 100 33.335 to 0.0 9.397 0.0 M10 6.67 250.7 4.26 0.0 41.427 0.0213 0.882 Vel = 5.64 M10 6.67 0.0 4 2E 18.795 3.320 100 34.217 to 0.0 18.795 0.0 M9 6.67 250.7 4.26 0.0 22.115 0.0213 0.471 Vel = 5.64 M9 6.67 0.0 4 0.0 3.000 100 34.688 to 0.0 0.0 -1.299 M8 9.67 250.7 4.26 0.0 3.000 0.0213 0.064 Vel= 5.64 M8 9.67 0.0 4 E 9.397 3.910 100 33.453 to 0.0 9.397 0.0 M7 9.67 250.7 4.26 0.0 13.307 0.0213 0.283 Vel= 5.64 M7 9.67 0.0 4 2E 18.795 0.580 100 33.736 to 0.0 18.795 0.0 M6 9.67 250.7 4.26 0.0 19.375 0.0213 0.413 Vel = 5.64 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 6 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf M6 9.67 0.0 4 E 9.397 13.890 100 34.149 to 0.0 9.397 0.0 M5 9.67 250.7 4.26 0.0 23.287 0.0213 0.496 Vel = 5.64 M5 9.67 0.0 4 E 13.167 3.500 120 34.645 to Dvc 27.651 56.618 0.0 M4 9.67 250.7 4.26 B 15.8 60.118 0.0152 0.914 Vel = 5.64 M4 9.67 0.0 4 0.0 7.670 120 35.559 to 0.0 0.0 3.322 M3 2 250.7 4.26 0.0 7.670 0.0151 0.116 Vel = 5.64 M3 2 0.0 4 2E 26.334 5.000 120 38.997 to Zia 0.0 26.334 3.657 ** Fixed Loss =3.657 M1 2 250.7 4.26 0.0 31.334 0.0152 0.476 Vel = 5.64 M1 2 0.0 4 0.0 6.500 120 43.130 to 0.0 0.0 2.815 M2 -4.5 250.7 4.26 0.0 6.500 0.0152 0.099 Vel = 5.64 M2 -4.5 0.0 4 E 14.534 60.000 140 46.044 to 0.0 14.534 -1.949 TEST 0 250.7 4.1 0.0 74.534 0.0138 1.027 Vel = 6.09 250.00 Qa = 250.00 TEST 500.70 45.122 K Factor= 74.54 *NEW PATH S5 38.08 5.6 23.74 1.25 T 4.282 1.920 100 17.952 K= K @ EQ01 to 0.0 4.282 0.0 M21 38.08 23.74 1.38 0.0 6.202 0.0659 0.409 Vel = 5.09 M21 38.08 -107.21 4 0.0 9.500 100 18.361 to 0.0 0.0 0.0 M22 38.08 -83.47 4.26 0.0 9.500 -0.0028 -0.027 Vel = 1.88 0.0 M22 -83.47 18.334 K Factor=-19.49 *NEW PATH S4 38.08 5.6 19.50 1.25 0.0 9.330 100 12.114 K= K @ EQ01 to 0.0 0.0 0.0 S3 38.08 19.5 1.38 0.0 9.330 0.0458 0.427 Vel = 4.18 S3 38.08 5.52 19.54 1.25 0.0 9.330 100 12.541 K=K @ EQ02 to 0.0 0.0 0.0 S2 38.08 39.04 1.38 0.0 9.330 0.1654 1.543 Vel = 8.37 S2 38.08 5.52 20.71 1.25 T 4.282 7.420 100 14.084 K= K @ EQ02 to 0.0 4.282 0.0 M22 38.08 59.75 1.38 0.0 11.702 0.3632 4.250 Vel = 12.82 0.0 M22 59.75 18.334 K Factor= 13.95 *NEW PATH S1 38.08 5.6 23.72 1.25 T 4.282 1.920 100 17.926 K=K @ EQ01 to 0.0 4.282 0.0 M22 38.08 23.72 1.38 0.0 6.202 0.0658 0.408 Vel = 5.09 0.0 M22 23.72 18.334 K Factor= 5.54 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams GENSINGER FIRE PROTECTION Page 7 NORTH FORK COMMUNITY THEATRE SP PLAN Date 01-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *NEW PATH S12 38.08 5.6 19.55 1.25 0.0 9.330 100 12.179 K=K @ EQ01 to 0.0 0.0 0.0 S11 38.08 19.55 1.38 0.0 9.330 0.0460 0.429 Vel = 4.19 S11 38.08 5.52 19.60 1.25 0.0 9.330 100 12.608 K=K @ EQ02 to 0.0 0.0 0.0 S10 38.08 39.15 1.38 0.0 9.330 0.1661 1.550 Vel = 8.40 S10 38.08 5.52 20.76 1.25 T 4.282 7.420 100 14.158 K= K @ EQ02 to 0.0 4.282 0.0 M19 38.08 59.91 1.38 0.0 11.702 0.3650 4.271 Vel = 12.85 M19 38.08 23.78 4 0.0 2.080 100 18.429 to 0.0 0.0 0.0 M12 38.08 83.69 4.26 0.0 2.080 0.0029 0.006 Vel = 1.88 0.0 M12 83.69 18.435 K Factor= 19.49 *NEW PATH S9 38.08 5.6 23.78 1.25 T 4.282 1.920 100 18.020 K=K @ EQ01 to 0.0 4.282 0.0 M19 38.08 23.78 1.38 0.0 6.202 0.0659 0.409 Vel= 5.10 0.0 M19 23.78 18.429 K Factor= 5.54 Computer Programs by Hydratec Inc. Revision: 50.53.5 . t .x .Bulletin 051 Rev B m Re Model G5-56 Dry(SIN RA5114) 9. K5.6 (80 metric) Conceale p FR - - I —ble � Sprinkler 1 nnA UL Quick Response � FM Standard Response 1/2" (13mm) Cover plate Adjustment WN OF SO OL Features 1. Flat cover plate with threaded attachment. 2. Solid or perforated cover plate available in chrome and white as Standard Finishes. Also available in a wide variety of Special Application Finishes. 3. Cover plates with gaskets are available to limit dust and air movement through the ceiling. 4. Available in Ordinary or Intermediate temperature rating. 5. Sprinkler available in lengths from 4'/4 inches s (108mm) to 48 inches (1219mm) in 1/4-inch u (6.35mm)increments(see Fig. 1). Approvals & Listings 1. Listed by Underwriters Laboratories and Certified for Model G5-56 Dry Sprinkler Canada(cULus)as a Quick-response sprinkler for Light sealing washer to move out of the inlet orifice admitting water and Ordinary Hazard occupancies. UL Guide Number from the supply piping.The sprinkler uses a fast-response fus- VNIV,Sprinklers,Automatic and Open. ible element with an Ordinary, 165°F (74°C); or Intermediate, 2. FM Approved as a Standard-response sprinkler. 212°F(100°C),temperature classification. Patents The Model G5-56 Dry sprinkler has a dropdown deflector The Model G5-56 Dry is covered by the following patents: design that allows the sprinkler to be recessed into the ceiling U.S. 5,775,431 and concealed by a flat cover plate.The cover plate assembly U.S. 5,967,240 threads into the sprinkler's cup and provides M.—Inch(13mm)of cover adjustment. The cover plate assembly consists of a flat Application cover plate that is attached to the skirt using either 135°F(57°C) The Model G5-56 Dry is a cULus Listed Quick Response or 165°F (74°C) temperature rated solder. The 135°F (57°C) Concealed Dry Pendent sprinkler intended for use in accor- cover plates are for use with Ordinary temperature classifica- dance with NFPA 13.The Model G5-56 Dry sprinkler is cULus tion sprinklers and the 1650(74°C)cover plates are for use with Listed for use in Light and Ordinary Hazard occupancies. Intermediate temperature classification sprinklers. The Model G5-56 Dry is FM Approved as a Standard Re- The Model G5-56 Dry sprinkler is available in lengths rang- sponse Concealed Dry Pendent sprinkler intended for use in ing from 4'/4 inches(108mm)to 48 inches(1219mm)in'A-inch accordance with FM Loss Prevention Data Sheet 2.0. (6,35mm) increments (see Fig. 1). The length of the sprinkler Product Description must be selected to provide the Exposed Minimum Barrel The Reliable Model G5-56 Dry sprinkler is a Dry Pendent Length in a Heated Area required by Fig.2.The Model G5-56 Dry sprinkler is available with 1-inch NPT sprinkler, where the sealing washer is located at the inlet end or ISO 7-1 R1 threaded inlet fittings.The standard inlet fitting in- of the sprinkler assembly.The position of the sealing washer is eludes a long inlet designed to minimize the potential for water, .controlled by a fusible element at the opposite end of the sprin- scale,and sediment to accumulate on the sprinkler inlet in wet- and dry-pipe The sprinkler is installed with the fusible element and dry-pipe sprinkler systems. For wet-pipe sprinkler system at the ceiling of a protected space that may be subject to freez- applications where the standard inlet interferes with installation ing temperatures and the inlet orifice located in a heated area into existing plastic pipe fittings,an inlet fitting is available with a above the ceiling. Operation of the fusible element allows the short("PL')inlet.See Fig.3 for further information. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Temperature Rating Nominal Orifice Size: 1/2-inch (15mm) Max. Thread Size: 1-inch NPT per ANSI B2.1 or ISO 7-1 R1 Classification Sprinkler Cover Plate Ambient Nominal K Factor: 5.6(80 metric) Temp. Maximum Working Pressure: 175 psi (12 bar) — 100% Ordinary 165°F(74°C) 135°F(57°C) 100°F(38°C) factory hydrostatically tested to 500 psi (34.5 bar) Sprinkler Installation Wrench: Model FC wrench 1 Intermediate I 212°F(100°C) 165°F(74°C) 150°F(66°C) Sprinkler Identification Number(SIN): RA5114 Materials: See Fig. 4 F ------- sJ i Ls�l 1L �- - System Fitting Inlet Threads 2-518" 77 [67 mm] Dia. Hole in Ceiling "A" Dimension 2-5116" Sprinkler [59 mm] Cup Assembly Nominal Position 112"[12 mm] of Cover Plate Total Cover Plate Adjustment Cover Plate 1/4"[6 mm] Assembly Cover Plate Adjustment Ceiling - - I�_ 1/4"[6 mm]Min.to 114" [6 mm] 051 FG01 B 5/8"[16 mm]Max. Cover Plate Adjustment Dropped Deflector to Ceiling Figure. 1 Note:The"A"dimension is based on a nominally gauged pipe thread "make-up"of 0.600" (15mm)per ANSI B2.1 [71/2 threads approximately]. "A"Dim. 41/d'to 48"(108mm to 1219mm)in l/4"(6.35mm)increments 2. Cover Plate Finishes pipe sprinkler systems. The Model G5 56 Dry sprinkler and Standard Finishes the cover plate assembly are not intended for installation in White Paint corrosive environments, including, but not limited to, those Chrome with salt aerosols or chlorine. Special Application Model G5-56 Dry sprinklers must be installed with the Ex- Finishes posed Minimum Barrel Length required by Fig.. 2 located in Off White Paintf. a Heated Area.Do NOT install the sprinkler in ceilings which :(Black Paint have positive pressure in the space above. Custom Color Paint—Scifyt') Raw Brass(Lacquered) The following steps must be followed for Bright Brass installation: Finished Bronze Model FC 1. Cut a 25/-inch (67mm) diameter hole in the ceiling•di- Black Plated Sprinkler Wrench rectly in-line with the outlet of the tee. Satin Chrome 2, Apply pipe joint compound or Polytetrafluoroethylene Stainless Steel Clad(2) (PTFE)tape to the threads of the sprinkler's inlet fitting. (') Custom color paint is semi-gloss,unless specified otherwise. 3. A protective cap is provided to protect the drop-down (2) Stainless steel clad cover plates are Type 316 Stainless Steel on the finished sprinkler deflector from damage which could occur dur- side and C102 Copper Alloy on the back side.Cover plates are not listed ing construction before the cover plate is installed. The or approved as corrosion resistant.Stainless steel clad cover plates are not cap is factory installed inside the sprinkler cup.Remove available perforated. the cap to install sprinkler,Step 4,then reinstall cap until Optional Cover Plate with Gasket* the cover plate is installed. 4. Install the sprinkler in the tee using the Model FC h> wrench.The Model FC wrench has a socket drive which xNO q is inserted into the sprinkler's cup and around the body of the sprinkler prior to installation of the sprinkler. Do N � NOT wrench any of the part of the sprinkler/cup assem- Il < bly. The sprinkler is then tightened into the pipe fitting to achieve a leak free connection. The recommended minimum to maximum installation torque is 22-30 Ib-ft (30—40 N-m). When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken Model G4 OR Gasket Model G4 SR Gasket to prevent damage to the sprinkler. Reinstall the protec- Cover Plate Cover Plate tive cap following installation of the sprinkler, until the (cULus Listed) (FM Approved) cover plate is installed. a. Alternatively,where access to the outer tube of the *Model G4 OR Gasket and Model G4 SR Gasket cover plates sprinkler is available, the Model G5-56 Dry sprin- are sold as assembled units including both the cover plate and kler may be installed using a pipe wrench. The gasket. Model G4 OR Gasket and Model G4 SR Gasket cover protective cap should not be removed to install plates and gaskets are not interchangeable. the sprinkler with a pipe wrench.The pipe wrench Installation Instructions shall only be permitted to interface with the steel Model G5-56 Dry sprinklers must only be installed in stan- outer tube portion of the sprinkler (Item #8 in dard (ANSI B 16.3 class 150 and ANSI B 16.4 class 125) Fig. 4). Do NOT wrench any other portion of the pipe tees in the horizontal position,even at branch line ends. sprinkler/cup assembly. A pipe wrench can install Model G5-56 Dry sprinklers shall not be installed into elbows the sprinkler into the fitting with a large amount or pipe couplings located on drop nipples to the sprinklers. of torque; consideration should be given to the In all installations, including into CPVC piping,the dry sprin- need for future removal of the sprinklers because kler shall be installed with protrusion into the fitting in accor- the installation torque will have to be matched or dance with the installation diagrams in this Bulletin. exceeded to remove the sprinkler. The recom- Installation of the Model G5-56 Dry sprinkler is not recom- mended minimum to maximum installation torque mended in copper pipe systems, as this may reduce the is 22-30 Ib-ft(30—40 N-m). life expectancy of the sprinkler. Do not install Model G5-56 5. To install the cover plate,remove the protective cap and Dry sprinklers with the standard (long)inlet fitting into CPVC install the cover plate by hand turning the cover in the adapter fittings or tees that have an internal obstruction(see clockwise direction until it is tight against the ceiling. For Model G4 OR Gasket and Model G4 SR Gasket cover Fig. 3); this will damage the sprinkler, the fitting, or both. A plates, the gasket should be attached to the flange of short inlet("PL")version of the Model G5-56 Dry sprinkler is the cover plate skirt only. Do not glue the gasket in place available for use in existing installations with CPVC adapter or allow the gasket to overlap both the cover plate and fittings or tees having an internal obstruction; Model G5-56 the flange of the skirt. sprinklers with the short inlet fitting shall not be used on dry- 3. RECOMMENDED EXPOSED MINIMUM BARREL LENGTH BASED ON AMBIENT TEMPERATURE IN THE PROTECTED AREA INSTALL 1 INCH NPT THREADED END OF DRY PENDENT SPRINKLER .. 'NET PIPE INTO THE 1 INCH NPT SIDE OUTLET EXPOSED BARREL OF A MALLEABLE IRON TEE FITTING AMBIENT PER ANSI B 16.3(CLASS 150) AMBIENT TEMPERATURE _ F_1----- ____ OR CAST IRON THREADED TEE FITTING TEMPERATURE *CAUTION* DO NOT INSTALL MODEL G5-56 DRY SPRINKLERS WITH STANDARD INLETS INTO CPVC ADAPTER FITTINGS OR TEES THAT HAVE AN INTERNAL OBSTRUCTION;THIS WILL DAMAGE THE SPRINKLER,THE FITTING,OR BOTH. CPVC ADAPTER FITTINGS AND TEES WITH INTERNAL OBSTRUCTIONS ARE COMMONLY FOUND DURING THE RETROFITTING PROCESS OF RELIABLE'S OLDER MODEL G3 DRY SPRINKLERS. A SHORT-INLET("PL")VERSION OF THE MODEL G5-56 DRY SPRINKLER IS AVAILABLE FOR USE IN EXISTING INSTALLATIONS WITH CPVC ADAPTER FITTINGS OR TEES HAVING AN INTERNAL OBSTRUCTION;THE SHORT INLET VERSION SHALL NOT BE USED ON DRY-PIPE SPRINKLER SYSTEMS. VERIFY SPRINKLER AND FITTING DIMENSIONS PRIOR TO INSTALLATION TO AVOID INTERFERENCE. INTERNAL NO OBSTRUCTION INTERNAL OBSTRUCTION FEMALE FEMALE PIPE PIPE THREAD THREAD CPVC ADAPTER CPUC ADAPTER FITTING OR TEE FITTING OR TEE - WITH INTERNAL NO INTERNAL OBSTRUCTION OBSTRUCTION 1 SHORTER LONGER INLET INLET f � MALE MALE PIPE PIPE THREAD THREAD -7,7- MODEL G5-56 STANDARD SHORT INLET ("PL") MODEL G5-56 DRY SPRINKLER DRY SPRINKLER BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION 051 FG03 Figure 3 5. Maintenance Ordering Information The Model G5-56 Dry should be inspected and the sprin- Specify: kler system maintained in accordance with NFPA 25. Do 1. Sprinkler: Model G5-56 Dry not clean sprinklers with soap and water, ammonia or any 2. Threads: [1-inch NPT-standard][ISO 7/1 R1 -optional] other cleaning fluids. Replace any sprinkler that has been 3. Inlet Length: [Standard][Short ("PL")~for existing wet- painted (other than factory applied) or damaged in any pipe installations only] way. Concealed sprinklers cover plates can not be painted 4. Cover Plate Finish: [White][Chrome][Special Applica- in the field, after installation or have any other coating ap- tion—Specify] plied other than the factory finish. A stock of spare sprin- 5. Sprinkler/Cover Plate Temperature Rating: [Ordinary— klers should be maintained to allow quick replacement of 165°F sprinkler with 135°F cover plate][Intermediate— damaged or operated sprinklers. Prior to installation, sprin- 212°F sprinkler with 165°F cover plate] kler should be maintained in the original cartons and pack- 6. Nominal Sprinkler Length (face of fitting to face of aging to minimize the potential for damage to sprinklers ceiling - "A" Dimension from Fig. 1): [Specify length— that would cause improper operation or non-operation. Lengths available from 4'/a inches to 48 inches(108mm Engineering Specification to 1219mm)in 1/4-Inch (6.35mm)increments] Model G5-56 Dry Pendent Concealed Sprinkler Dry pendent sprinklers shall be dry pendent concealed sprinklers with a flat cover plate. Sprinklers shall be cU- Lus Listed as Quick Response for Light and Ordinary Hazard applications as well as FM Approved as Standard Response. Sprinklers shall be available in lengths from 41/4 inches (108mm) to 48 inches (1219mm) in '/a-inch (6.35mm) increments based on face of fitting to finished ceiling distance. Sprinkler length shall be selected to pro- vide the Exposed Minimum Barrel Length based on the minimum design temperature in the protected area and the minimum temperature in the conditioned space where the barrel is located in accordance with the Manufactur- er's written installation instructions. Sprinklers shall have [1-inch NPT][ISO 7-1 R1] threaded inlet fittings with [stan- dard length inlets designed for use with wet- or dry-pipe sprinkler systems][short length inlets designed for use with wet-pipe sprinkler systems having pipe fittings with internal obstructions that prevent the insertion of standard length inlets]. Sprinklers shall have a PTFE coated beryllium nick- el Belleville spring washer inlet seal and brass alloy cap that prevent water entry from the sprinkler system piping into the sprinkler prior to actuation. Sprinklers shall have a fast-response fusible link that controls the movement of the inlet seal and cap through a mechanism consisting of link arms, a seat adapter, an orifice adapter, an inner tube, and a yoke. Sprinklers shall use a drop down deflector supported by tapered pins. Sprinklers shall have a galva- nized steel cup for threaded attachment of the flat cover plate assembly. Cover plate attachment shall provide up to 1/2-inch (13mm)of adjustment. Sprinklers shall be [Ordi- nary temperature classification, 165°F (74°C), with 135°F temperature rated cover plates][Intermediate temperature classification, 212°F, with 165°F temperature rated cover plates]. Cover plates shall be[solid][perforated]with facto- ry applied [White][Chrome][Special Application—Specify] finish. Dry pendent concealed sprinklers shall be Reliable Model G5-56 Dry(SIN RA5114). 6. MATERIAL SPECIFICATIONS 11 10 5 ITEM# DESCRIPTION MATERIAL 1 BODY,MACH. DZR BRASS' 12 2 DEFLECTOR COPPER ALLOY .3 DEFL..SPLITTER BRASSALLOY 4 DEFL.PIN STAINLESS STEEL. .5 MEGA-INLET DzZR BRASS: 6 LINK.ASSY,' MICKEU.BERYLLIUM NICKEL 13 7 LEVER COPPER ALLOY 8 OUTER TUBE GALVANIZED STEEL .9 INNER.TUBS B.RASS:ALLQY 10 FLP DISK BRASS-ALLOY 11 CAP BRASS:ALLOY 12 WASHER PTFE:QOATEQ BERYLLIUM NICKEL 13 SETSCREW STAINLESS MALLOY STEEL 14 LOAD SCREW STAINLESS STEEL 15 BOTTOM CUP GALVANVED STEEL 16 Toptvp GALVANIZER STEEL 17 ADJ.SEAT ADAPTER BRASSALLOY 18 YOKE BRASS.ALLOY 1719 CLQ- , BRASS,'" :A ALLOT 0 Y .. SURE YQKE 20 ORIFICE ADAPTER BRASS ALLOY 15 1 8 (PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL PIPE OF SPRINKLER) 7 19 6 14 16 4 3 051FG04 2 Figure 4 7. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled (800)431-1588 Sales Offices Paper iable (800)848-6051 Sales Fax (914)829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinklercom Internet Address EG.Printed in U.S.A.09/16 P/N 9999970480 9 Bulletin 014 Rev.P p Model F1 F Quick Res W IA hl 2 5 • 2019 Glass Bulb Spnnklers v Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall .............. ............... ............. .....:::.. Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent . Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray PendentHE Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Standard Spray Upright Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1/F2 Standard Spray Pendent p Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent WN ..., Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed .r Horizontal Sidewall Pendent Pendent/FP yke Standard Spray Pendent with less than 0.25% Lead Content Listing &Approvals The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design - and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Recessed specific listings and approvals applicable to each sprin- Pendent Fl/F2 kler. Product Description 1. Underwriters Laboratories Inc. and Certified for Reliable Model F1 FR series sprinklers Canada(cULus) in accordance with ANSI/UL199. 2. FM Approvals(FM) are quick-response automatic sprin- 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. 4. VdS Schadenverhutung GmbH (VdS) Model F1 FR series sprinklers are Stan- 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G (ULH) sprinkler which is an Old-style/Conven- Pendent FP 6. EC Certificate; 0786-CPD-40239 (RA1414), 0786- tional sprinkler, The Model F1FR Series automatic sprinklers utilize a 3.0 CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) mm frangible glass bulb.These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten UL Listing Category times faster than standard response sprinklers. This quick Sprinklers,Automatic&Open(VNIV) response enables the Model F1 FR Series sprinklers to apply Quick Response Sprinkler water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid Model F1FR Series sprinklers must be installed with the in both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands,forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 Ib-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response, glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1 FR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1,Fig. 2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6(80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1FR Recessed Pendent and Recessed Horizon- Model F1FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5,as applicable to the Model F1, F2, or FP recessed escutcheons, See the Re- selected cover plate. Model F1FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and. and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler. Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm) and 1/2-inch (12.7mm) of adjustment, respectively the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig. 2,provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment, A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm)or 5/8-inch (8mm)of cover cover plate adjustment. In addition,a low profile Model CCP adjustment. Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.Omm)of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model RC1 wrench is used to engage the sprinkler wrenching Application surfaces and to install the sprinkler in the fitting. Remove the Model F1FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed. When inserting or remov Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction. Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is corn- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling,Cover plate removal requiresturning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above, dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place. Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage. Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees,warranties, listings and approvals. 2. Technical Data: Sensitivity:Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar)- 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 &RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings Model K-factor Diameter Deflector/ Height Installation SIN and Approval Orientation Wrench Approvals Notes US Metric inches mm inches mm Pendent 2.25 57 D or W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA 1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus,ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus,ULH F1 FRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1,2 Pendent 2.25 57 D or W2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS, EC Recessed Pendent 2.25 57 GFR2 RA1414 cULus,FM, 1,2,3,4 ILPCB,VdS, EG F1FR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA14141 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425 cULus,FM, 1,2,3,4 LPCB,VdS,EC "Conventional 225 57 D or W2 RA1475 LPCB,VdS, EC 4 (Pendent or Upright)" Pendent 2.25 57 D or W2 RA1415 cULus,ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 1 57 GFR2 RA14151 cULus,ULH Concealed Pendent 2.25 1 57 RC1 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus,FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus,FM 8 Sidewall F1FR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 D or W2 RA1485 cULus,FM, 1,2,3,9 (Pendent or Upright) LPCB (1)cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (Z)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (")Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (6)Model F1FR56 Concealed Pendent and Model FlFR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (1)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm), FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100*F(38°C)Max.Ambient 150*F(65°C)Max.Ambient 225°F(107°C)Max. Model OrientationD Tem . Temp. Ambient Temp. 135o F(57 C) 155o F(68-C) 175o F(79a C) 200- F(93-C) 286-F(141 C)Temp. Temp. atin Temp. Rating Temp.Rating Temp. Rating Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus FIFR42LL Pendent -- cULus, ULH -- Recessed Pendent -- cULus, ULH - Pendent cULus F1FRXLH Recessed Pendent cULus Upright cULus Pendent cULus,FM,LPCB,VdS,EC Recessed Pendent cULus,FM,LPCB,VdS,EC -- F1FR56 Concealed Pendent* cULus cULus,VdS,EC I cULus Upright cULus,FM,LPCB VdS,EC "Conventional LPCB,VdS,EC Pendent or Upright)" Pendent -- cULus, ULH - FiFR56LL Recessed Pendent -- cULus, ULH -- Concealed Pendent* -- cULus, ULH -- Horizontal Sidewall cULus,FM FlFR56 Recessed Horizontal cULus,FM -- Sidewall F1FR56 Vertical Sidewall(Pen- cULus,FM, LPCB dent or Upright) " Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F(74°C) temperature rated cover plate, Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig. 1 &3) (Fig. 1 &3) (Fig.2) SIN 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 FIFR40 Recessed Pendent VdS VdS VdS RA1418 FlFR42 Recessed Pendent cULus cULus cULus RA1413 FIFR42LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 FlFR56 Recessed Pendent cUUis, LPCB,VdS, cULus,FM,LPCB, cULus,VdS,EC RA1414 EC VdS,EC FIFR56LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 4. 2 1/4"HOLE DIA [57.2mm] 1 15/16"DIA [49.2mm] 1"X 1/2"REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ / FACE OF FITTING TO FACE OF CEILING DIMENSION II I - II F1 ESCUTCHEON II II AT MAXIMUM RECESS = 1[25.4mm] L J AT MINIMUM RECESS = 3/8'[9.5mm] F1 ESCUTCHEON F2 ESCUTCHEON 3/4[19mm] AT MAXIMUM RECESS = 3/4'(19mm] ADJUSTMENT AT MINIMUM RECESS = 3/8'[9.5mm] F2 ESCUTCHEON 1 AD Fl ESCUTCHEON ADJUSTMENT AT MAXIMUM RECESS = 7/8'[22.2mm] (3.2mm] AT MINIMUM RECESS = 1-5/8"[41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8[28.6mm] AT MINIMUM RECESS 2 27/32'DIA. [72.2mm] Fig. 1 Model F1 FR56,F1 FR561-L,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I I 1" X 1/2" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING t 2 5/16" DIA. [58.7mm] CUP L J CEILING FACE OF FITTING 03 TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2'(38mm] AT MINIMUM RECESS = 1'(25.4mm] I AT MAXIMUM RECESS = 9/16[14.3mm] %2'[12.7mm] AT MINIMUM RECESS = 1[[25.4mm] ADJUSTMENT 3 1/4" DIA. [82.6mm] Ig. Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR421-L,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1[25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] Fl ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] 2 1/4" HOLE DIA. � f118„ AT MINIMUM RECESS = 2—V16'T52.4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER �0 I 4"-12" 1 15/16" DIA.k1 mll _ [49.2mm] i 11 --- ---- 2 27/32" DIA. [101•CEILING OTO mmJ unl p11 I [72.2mm] DEFLECTOR L_uul I -L� TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. F1 ESCUTCHEON 3/4'T19mm] ADJUSTMENT F2 ESCUTCHEON 1/2[12.7mm] ADJUSTMENT 01� RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MMJ CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW ——— --------+------- ---- 2 5/8" DIA. 2 5116" DIA — �I HOLE IN CEILING L_ J CUP 00 vu 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING I 1/2" MAX. 15/16" COVER ADJUSTMENT r COVER PLATE — ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 1 /2" ADJUSTMENT 017FGp IA Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. x " REDUCING T � — — — — TEE ORR ELBOW — —--11 --------+-------- ------ 2 ---2 5/8" DIA. 2 5/16" DIA — 1 L HOLE /N CEILING CUP � ® v8 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING " DIMENSION CEILING 5/16" MAX. 3/4" COVER ADJUSTMENT j COVER PLATE— ASSEMBLY 3 5/16 DIA. SPRINKLER CONCEALED, 5/16" ADJUSTMENT 017FG02A Fig.5-Model F1 FR56/1`1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8,0mm)adjustment-Model CCP cover plate Maintenance Material Data The Model F1 FR Series sprinklers should be inspected and Frame: DZR Brass,OM Brass,or Low Lead Brass the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,260,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming. Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in any way, Washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes t'l Standard Finishes Sprinkler Escutcheon Cover plateffl Ordering Information Bronze Brass Chrome Specify: Chrome Plated Chrome Plated White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated(4m, White Painted S eciall AonlicationFinishes [F1FR42LL][FIFRXLH][F1FR56][F1FR56LL] Sprinkler Escutcheon Cover plateM 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Bright Brass Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(' PTFE [Recessed Horizontal Sidewall][Vertical Sidewall] Bri ht Brass(3) Bright Brass Black Platin Black Plated Black Plated Black Paint 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Paint(2)(1) Black Paint Off White 4. Sprinkler Temperature Rating: [135'F (57C)][1551F Off White(2)(6) Off White Satin Chrome (68°C)][175°F(79-C)][200-F(93-C)][286-F(141°C)] Chrome Dull I Chrome Dull 5. Sprinkler Finish Other finishes and colors are available on special order. Consult the 6. Escutcheon Model: [F1][F2][FP] factory for details.Custom color painted sprinklers may not retain their UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, 7. Escutcheon Finish (where applicable) unless specified otherwise. 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. (12,7mm) adjustment][low profile CCP 5/16-inch (3) 200°F(93°C)maximum. (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (8.0mm) adjustment] (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9. Cover plate Temperature Rating: [135'F(57°C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][1 65'F (74°C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] (6) FM Approvals finish as'Polyester coated"applies to SIN Number p p ] RA1414,RA1435 and RA1425 in standard black or white. 10. Cover plate Finish (6)LPCB and VdS Approved finish applies only to RA142.5,RA1414,RA1418 (VdS)and RAI 475. Note: When Model F1 FR Series Recessed sprinklers are ordered, the cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled Relm® (800)431-1588 Sales Offices Paper labil (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/17 P/N 9999970300 Reliable JAN 2019 Model G5 Series Sprinklers Standard COVSfaMIN&Wnt Available with Solid,Perforated,or Gasket Cover Plate K2.8,4.2,5.6,& . ,60,80 &115 metric) Features • Flat concealed cover plate available solid or perforated in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch (19 mm)cover plate adjustment. • Cover plate available with optional gasket. -121 � s Product Description Model G5 Cover Plate Model GS Cover Plate (Solid) (Perforated) Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. The sprinklers are offered with a standard Model G5 a cover plate(solid or perforated), a Model G5 cover plate with a Quick-response (QR)gasket, or a Model G5 cover plate with a Standard-response(SR)gasket. Model G5 sprinklers must only be used with the Model G5 cover plate listed or approved with �k g the sprinkler. All Model G5 series sprinklers use a fusible-link =F � operating element. Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval in- Model G5 OR Gasket Model G5 SR Gasket formation for each sprinkler and cover plate combination. Cover Plate Cover Plate Model G5 Series Sprinkler Cover Plates Model G5 Series Sprinkler Summa "• . K-Factor Listings Max.Working Sprinkler Sprinkler gpM/psi,12 Cover Plate and Sensitivity Pressure Identification Model (Urnin/bar'12) Model Approvals psi(bar) Number(SIN) G5 cULus OR SR G5-28 2.8(40) G5 QR Gasket cULus OR 175(12) RA3411 G5 SR Gasket cULus, FM SR G5 G5-42 (60 ) G5 OR Gasket cULus OR 175(12) RA3413 G5 SR Gasket cULus SR G5 cULus OR 250(17) FM, LPCB,VdS,CE SR 175(12) G5-56 (80) G5 QR Gasket cULus OR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) G5 G5-56 300 (80) G5 OR Gasket cULus OR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 8'0 G5 OR Gasket cULus OR 175(12) RA3412 (115) G5 SR Gasket cULus SR G5-80F (11 80) G5 SR Gasket15 — FM SR 175(12) RA3417 www.reliablesprinkler.com Model G5-28 Standard Coverage,Concealed Pendent Sprinkler SIN RA341-1 Technica - ..- Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2'NPT or ISO 7-1 R1/2 212°F(100°C) Nominal IC Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector.Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) FM Approved Model GS-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. r-- Deflector(retracted)�; ;; Cover Plate Adjustment 3/16"(5 mm) Pin(extended) ii II ••�•�•• Deflector(extended) Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-28 Sprinkler Sensitivity FI. - Cover Plate Model Listing or Approval Agency cULus FM G5 QR SR G5 QR Gasket QR — G5 SR Gasket SR SR OR:Quick-response SR: Standard-response Bulletin 034 Rev.G �� e Page 2 of 9 March 2018 www.reliablesprinkler.com Model G5-42 Standard Coverage,Concealed Pendent Sprinkler SIN RA341 Technical Specifications Sprinkler Temperature Platings. Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:4.2(60 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table C) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy ' Towers:Copper Alloy Sprinkler Wrench a Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link i i 3/4"(19 mm)Max, '°--- 3/16"(5 mm) Deflector(retracted) ; ;I Cover Plate Adjustment Pin(extended) Deflector(extended) Model G5 Cover Plate 3-5/16"(84 mm)Dia. V,Ceiling Model G5-42 Sensitivity VIA- Cover Plate Model Listing or Approval Agency cULus G5 OR G5 OR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Rev.G Page 3 of 9 March 2018 11allahl www.reliablesprinkler.com Model G5-56 Standard Coverage,Concealed Pendent Sprinkler SIN RA341 Z, Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 Rib 212°F(100°C)(cULus,FM,LPCB,CE only) Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure: (See Table D) 175 psi(12 bar) Cover Plates 250 psi(17 bar)(cULus only) Model G5(Solid or Perforated) Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) Sprinkler Body:Brass Alloy Cover Plate Finishes Levers:Bronze Alloy (See Table I) Yoke:Brass Alloy Sealing washer.Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model FC Towers:Copper Alloy Listings and Approvals Pins:Stainless Steel cULus Listed(Light&Ordinary Hazard only) Deflector:Bronze Alloy FM Approved Cup:Steel LPCB Approved VdS Approved[165°F(74°C)only] CE Listed Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max, '-=-- 3/16"(5 mm) Deflector(retracted)�; ;; Cover Plate Adjustment Pin(extended) Deflector(extended) Model G5 Cover Plate 3-5/16"(84 mm)Dia, Ceiling Model G5-56 Sensitivity Fl 111 rZal■ Cover Plate Model Listing or Approval Agency cULus FM LPCB,VdS,CE G5 QR SR SR G5 QR Gasket QR — — G5 SR Gasket SR SR — QR:Quick-response SR:Standard-response Bulletin 034 Rev.G Page 4 of 9 March 2018 HS11010www.reliablesprinkler.com rr- 11 Standard Coverage,Concealed Pendent Sprinkler .1 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 RI/2 212°F(100°C) Nominal K-Factor:5.6(80 metric) Sensitivity Max Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass.Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE , Load Screw:Bronze Alloy (See Table I) Towers:Copper Alloy Sprinkler Wrench k Pins:Stainless Steel Model FC ;+ Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. -=-- 3/16"(5 mm) Deflector(retracted) ;; Cover Plate Adjustment Pin(extended) Deflector extended Model G5 Cover Plate 3-5/16"(84 mm)Dia V Ceiling Model G5-56 300 Sensitivity 771 Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR: Standard-response Bulletin 034 Rev.G Page 5 of 9 March 2018 www.reliablesprinkier.com Model :1 Standard Coverage,Concealed Pendent Sprinkler Technical Specifications Sprinkler Temperature Ratingsp, Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table I) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. °-- Deflector(retracted) 3/16"(5 mm) Cover Plate Adjustment Pin(extended) _ ;i II Deflector(extended)-fit=��' Model(S5 Cover Plate 3-5116"(84 mm)Dia.--- Ceiling Model G5-80 Sensitivity Cover Plate Model Listing or Approval Agency cULus G5 OR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR: Standard-response Bulletin 034 Rev.G Page 6 of 9 March 2018 www.reliablesprinkler.com Model :1 •. • Coverage,Concealed Pendent SprinklerSIN RA34117 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100°C) Nominal K-Factor 8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Standard Response Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model 05(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Tabled) Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals Deflector:Stainless Steel FM Approved Cup:Steel Model GS-80F Sprinkler Components and Dimensions ; 2-5/16" (58 mm) Dia. Threads. Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. °--- Deflector(retracted)�; ;; Cover Plate Adjustment Pin(extended) Deflector(extended) Wit= = Model 05 Cover Plate 3-5/16"(84 mm)Dia. V Ceiling Model G5-80F Sensitivity MI• - Cover Plate Model Listing or Approval Agency FM G5 SR G5 SR Gasket SR SR:Standard-response Bulletin 034 Rev.G Page 7 of 9 March 2018 ®L www.reliablesprinkler.com Installation Dimensions and Cover Plate Information .. - Min.to Max. Min.to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Adjustment to Hole Diameter Deflector Temperature , Distance Rating Model Inch in CeilingInch Ceiling(') g (mm) Inch (mm) Inch below Ceiling °F (mm) ) (mm) Inch mm G5t2) 3-5/16 (84) 1351PI) G5 OR Gasket(3) 3-11/16 (57°C) (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) °f G5 SR Gasket(3) 4 1650F(6) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2" brass nipple extension(Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 cover plates are available either solid or perforated. 3. Model G5 OR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G5 OR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 5. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(660C). Cover Plate Finishes(') =a I umiiiiiiiiii Notes: Standard Finishes Special Application Finishes White Paint Off-White Paint 1. Paint or any other coating applied over the factory finish will void Chrome Black Paint all approvals and warranties. Gaskets for Model G5 OR Gasket Custom Color Paint—Specify/2) and Model G5 SR Gasket cover plates are only available in white. Raw Brass(Lacquered) Bright Brass 2• Custom color paint is semi-gloss unless specified otherwise. Finished Bronze Black Plated 3. Stainless steel clad cover plates are Type 316 Stainless Steel on Satin Chrome the finished side and C102 Copper Alloy on the back side.Cover Stainless Steel Clad(3) plates are not listed or approved as corrosion resistant.Stainless steel clad cover plates are not available perforated. Application Listing&Approval Agencies Model G5 series sprinklers are standard coverage,flat plate Individual Model G5 series sprinkler may be listed or ap- concealed pendent sprinklers.The sprinklers are intended for proved by the following agencies: use in accordance with NFPA 13 and FM Global Property Loss Underwriters Laboratories, Inc. and UL Canada(cULus) Prevention Data Sheets,as well as the requirements of the Listing Category:Sprinklers,Automatic and Open applicable approval agencies. Guide Number:VNIV Model G5 series sprinklers are available as either Quick-re- FM Approvals(FM) sponse(QR)or Standard-response(SR)depending on the 0 Loss Prevention Certification Board(LPCB) approval agency and cover plate selected. a VdS Schad enverhOtung GmbH(VdS) Model G5 series sprinklers use Model G5 flat cover plates. EC-Certificate of Conformity 0832-CPD-2062(CE) Model G5 QR Gasket and G5 SR Gasket cover plates are See Table A and the individual sprinkler data sheets in this available to limit air and dust movement through the ceiling. Bulletin for listings and approvals applicable to each sprinkler. Bulletin 034 Rev.G Page 8 of 9 March 2018 www.reliablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in Install the cover plate by hand, turning the cover in the accordance with NFPA 13,FM Global Property Loss Prevention clockwise direction until it is tight against the ceiling.For Model Data Sheets, and the requirements of other applicable G5 QR Gasket and Model G5 SR Gasket cover plates, the authorities having jurisdiction. Model G5 series sprinklers must gasket should be attached to the flange of the cover plate skirt not be installed in ceilings with positive pressure in the space only. Do not glue the gasket in place or allow the gasket to above. overlap both the cover plate and the flange of the skirt. Model G5 series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed.The protective Maintenance cap should be replaced following installation of the sprinkler and Reliable Model G5 series sprinkler should be inspected and permanently removed only when the cover plate is installed the sprinkler system maintained in accordance with NFPA and the sprinkler system is placed in service following 25, as well as the requirements of any Authorities Having construction. Jurisdiction. Model G5 series sprinkler are installed with the Model FC wrench. Prior to installation, sprinklers should remain in the original The use of any other wrench to installed Model G5 series sprinklers cartons and packaging until used. This will minimize the is not permitted and may damage the sprinkler. Temporarily potential for damage to sprinklers that could cause improper remove the protective cap during installation of the sprinkler, operation or non-operation. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the Do not clean sprinklers with soap and water,ammonia liquid or sprinkler/cup assembly. The Model FC wrench is designed any other cleaning fluids. Remove dust by gentle vacuuming to be turned with a standard 1/2" square drive. Tighten the without touching the sprinkler. sprinkler into the fitting after applying a PTFE based thread Replace any sprinkler or cover plate which has been painted sealant to the sprinkler's threads. Recommended installation (other than factory applied). Properly installed Model G5 torque is specified in Table J. cover plates will have an air gap that is required for proper operation,do not seal the gap or paint the cover plates.Model G5 series sprinklers have holes in the cup that must remain Installation Torque . • - unobstructed. Recommended Replace any sprinkler which has been damaged. A stock Installation Torque Sprinkler Threads of spare sprinklers should be maintained to allow quick re- (min.—max.) placement of damaged or operated sprinklers. ft.lb N.m '/z"NPT or ISO7-1 R1/2 8-18 1 .m Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. 3/4"NPT or ISO7-1 R3/4 14-20 19-27 Do not exceed the maximum recommended torque. Exceeding Guarantee the maximum recommended torque may cause leakage or For the Reliable Automatic Sprinkler Co.,Inc.guarantee,terms, impairmentof the sprinkler.Use care when inserting or removing and conditions,visit www.reliablesprinkler.com. the wrench from the sprinkler to avoid damage to the sprinkler. Patents Model G5 series sprinklers may be covered by one or more of the following patents; U.S. Patent 6,554,077, U,S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler • Model [G5-28] [G5-42] [G5-56] [G5-56 3001 [G5-80] [G5-80F] • Temperature Rating [165°F(740C)] [212°F(1000C)] Model FC Wrench • Threads[NPT or ISO 7-1] Cover Plate • Model [G5 (Solid), G5 Perforated, G5 QR Gasket, G5 SR Gasket] • Finish (See Table 1) o Sprinkler Wrench • Model FC rn Z a_ Bulletin 034 Rev.G '�a Page 9 of 9 March 2018 www.rellablesprinkler.com ' Bulletin 034 Rev.G March 2018 Reliable Model G5 Series Sprinklers Standard Coverage, Concealed Pendent Available with Solid, Perforated,or Gasket Cover Plate K2.8,4.2,5.6,&8.0(40,60,80,&115 metric) Features • Flat concealed cover plate available solid or perforated in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch (19 mm)cover plate adjustment. .. • Cover plate available with optional gasket, Product Description Model G5 Cover Plate Model G5 Cover Plate (Solid) (Perforated) Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. The sprinklers are offered with a standard Model G5 cover plate(solid or perforated), a Model G5 cover plate with a Quick-response (QR) gasket, or a Model G5 cover plate with a Standard-response(SR)gasket. Model G5 sprinklers must only be used with the Model G5 cover plate listed or approved with s6 the sprinkler. All Model G5 series sprinklers use a fusible-link operating element. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval in- Model G5 QR Gasket Model G5 SR Gasket formation for each sprinkler and cover plate combination. Cover Plate Cover Plate Model G5 Series Sprinkler Cover Plates Model G5 Series Sprinkler Summary K-Factor Listings Max.Working Sprinkler Sprinkler gpm/psi112 Cover Plate and Sensitivity Pressure Identification Model (L/min/bar'll Model Approvals psi(bar) Number(SIN) G5 cULus QR G5-28 (40) G5 QR Gasket cULus OR SR 175(12) RA3411 G5 SR Gasket cULus, FM SR G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR G5 cULus QR 250(17) FM, LPCB,VdS, CE SR 175(12) G5-56 (80) G5 QR Gasket cULus QR 250 (17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175 (12) G5 G5-56 300 (8'0) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 (815) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (815) G5 SR Gasket FM SR 175 (12) RA3417 www.reliablesprinkler.com StandardModel G5-28 Coverage, Concealed Pendent Sprinkler SIN RA341 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:'/Z"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:2.8(40 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket ; Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table 1) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC , Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower Fusible Link 3/4"(19 mm)Max. r--- 3/16"(5 mm) Deflector(retracted) ; ;; Cover Plate Adjustment Pin(extended) Deflector(extended)- ' 01 Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-28 Sprinkler Sensitivity Moira: Cover Plate Model Listing or Approval Agency cULus FM G5 QR SR 7 G5 QR Gasket QR -- G5 SR Gasket SR SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G a�'� Page 2 of 9 March 2018 www.reliablesprinkler.com Model G5-42 Standard Coverage, Concealed Pendent Sprinkler SIN RA34 Technical Specifications Sprinkler Temperature Ratings ^ Style:Flat Concealed Pendent 165-F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212-F(100°C) Nominal K-Factor:4.2(60 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table C) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model 05(Solid or Perforated) Sprinkler Body:Brass Alloy Model 05 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) Towers:Copper Alloy Sprinkler Wrench o Pins:Stainless Steel Model FC a Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. _-=-- Deflector(retracted) Cover Plate Adjustment 3/16"(5 mm) Pin(extended) I I I 1 — Deflector(extended) " I Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-42 Sensitivity Cover Plate Model Listing or Approval Agency cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G1101156149 �' ��'� Page 3 of 9 March 2018 www.reliablesprinkler.com Model G5-56 Standard Coverage, Concealed Pendent Sprinkler Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2 NPT or ISO 7-1 RI/2 212°F(100°C)(cULus,FM,LPCB,CE only) Nominal K-Factor:5.680 metric)) Sensitivity Max.Working Pressure: (See Table D) p 175 psi(12 bar) 250 psi(17 bar)(cULus only) Cover Plates Model G5(Solid or Perforated) Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) Sprinkler Body:Brass Alloy Y Cover Plate Finishes Levers:Bronze Alloy ,a Yoke:Brass Alloy (See Table I) Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model FC Towers:Copper Alloy Listings and Approvals Pins:Stainless Steel cULus Listed(Light&Ordinary Hazard only) Deflector:Bronze Allo FM Alloy Approved Cup:Steel LPCB Approved VdS Approved[165°F(74°C)only] CE Listed Model G5-56 Sprinkler Components and Dimensions 2-5/16" —(58 mm) Dia. Threads Body - Cup Ceiling .......� Tower Fusible Link _-=_- 3!4"(19 mm)Max. TI/4 I 1; f3116"(5 mm) Deflector(retracted) Cover Plate Adjustment Pin(extended) Deflector(extended) �' Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 Sensitivity .• - Listing or Approval Agency Cover Plate Model cULus FM LPCB,VdS,CE G5 OR SR SR G5 QR Gasket QR - -- 05 SR Gasket SR SR -- QR: Quick-response SR: Standard-response Bulletin 034 Rev.G ��,���'� Page 4 of 9 March 2018 www.reliablesprinkler.com Model . 300 Standard Coverage, Concealed Pendent SprinklerA41 Technical Specifications Sprinkler Temperature Ratingsg Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) Nominal K-Factor:5.6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 OR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table l) � a, Load Screw:Bronze Alloy , Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads — Body Cup Ceiling ....... Tower Fusible Link 1I 3/4"(19 mm)Max. I 3116"(5 mm) Deflector(retracted) ; ;I Cover Plate Adjustment Pin(extended) Deflector(extended) 41, Model Q5 Cover Plate3-5/16"(84 mm)Dia. Ceiling Model G5-56 300 Sensitivity - Listing or Approval Agency Cover Plate Model cULus G5 OR G5 OR Gasket OR G5 SR Gasket SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G �''��'� Page 5 of 9 March 2018 www.reliablesprinkler.com Model G5 :1 Standard Coverage, Concealed Pendent Sprinkler ' Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212-F(1000C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy (See Table I) o Towers:Copper Alloy Sprinkler Wrench , Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body — Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. 3/16"(5 mm) Deflector(retracted)�; ;; Cover Plate Adjustment I i I I ....... Pin(extended) Deflector(extended)--��_�: -" Model Cover Plate 3-5(16"(84 mm)Dia. V,Ceiling Model G5-80 Sensitivity .. - Cover Plate Model Listing or Approval Agency cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G �',��t� Page 6 of 9 March 2018 www.reliablesprinkler.com Model G5-80F -. Pendent Sprinkler SIN • . Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Standard Response `A5, Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFEax Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model FC Pins:Stainless Steel Listings and Approvals Deflector:Stainless Steel FM Approved . Cup:Steel Model G5-8017 Sprinkler Components and Dimensions . 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ,,,,�„ Fusible Link 3/4"(19 mm)Max. ' ==- ���� 3/16"(5 mm) Deflector(retracted) �.; ;; Cover Plate Adjustment Pin(extended) Deflector(extended) Model G5 Cover Plate 3-5116"(84 mm)Dia. Ceiling Model G5-80F Sensitivity .. - Cover Plate Model Listing or Approval Agency FM 05 SR G5 SR Gasket SR SR: Standard-response Bulletin 034 Rev.GPage 7 of 9 March 2018 www.reliablesprinkler.com ,r Installation Dimensions and Cover Plate Information .. Min.to Max. Min.to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Adjustment to Hole Diameter Deflector Temperature Model Inch in CeilingInch Ceiling0) Distance Rating (mm) Inch (mm) Inch below Ceiling OF (mm) (mm) Inch (°C) (mm) G5(2) 3-5/16 (84) 1350F(4) G5 QR Gasket(3) 3-1157°C/1s ) (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) or G5 SR Gasket(3) 4 1650F01) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2" brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 cover plates are available either solid or perforated. 3. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 165°F(74°C)temperature rated sprinklers where the Maximum,Ceiling Temperature does not exceed 100°F(380C). 5. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Cover Plate Finishes(') Notes: Standard Finishes Special Application Finishes White Paint Off-White Paint 1. Paint or any other coating applied over the factory finish will void Chrome Black Paint all approvals and warranties. Gaskets for Model G5 QR Gasket Custom Color Paint—Specify(2) and Model G5 SR Gasket cover plates are only available in white. Raw Brass(Lacquered) Bright Brass 2• Custom color paint is semi-gloss unless specified otherwise. Finished Bronze Black Plated 3. Stainless steel clad cover plates are Type 316 Stainless Steel on Satin Chrome the finished side and C102 Copper Alloy on the back side.Cover Stainless Steel Clad(3) plates are not listed or approved as corrosion resistant.Stainless steel clad cover plates are not available perforated. Application Listing &Approval Agencies Model G5 series sprinklers are standard coverage,flat plate Individual Model G5 series sprinkler may be listed or ap- concealed pendent sprinklers.The sprinklers are intended for proved by the following agencies: use in accordance with NFPA 13 and FM Global Property Loss Underwriters Laboratories, Inc. and UL Canada(cULus) Prevention Data Sheets, as well as the requirements of the Listing Category: Sprinklers, Automatic and Open applicable approval agencies. Guide Number: VNIV Model G5 series sprinklers are available as either Quick-re- FM Approvals(FM) sponse(QR)or Standard-response(SR) depending on the Loss Prevention Certification Board (LPCB) approval agency and cover plate selected. 0 VdS Schadenverhutung GmbH (VdS) Model G5 series sprinklers use Model G5 flat cover plates. EC-Certificate of Conformity 0832-CPD-2062(CE) Model G5 QR Gasket and G5 SR Gasket cover plates are See Table A and the individual sprinkler data sheets in this available to limit air and dust movement through the ceiling. Bulletin for listings and approvals applicable to each sprinkler. Bulletin 034 Rev.G ;�� e Page 8 of 9 �� March 2018 Re www.reliablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in Install the cover plate by hand, turning the cover in the accordance with NFPA 13,FM Global Property Loss Prevention clockwise direction until it is tight against the ceiling. For Model Data Sheets, and the requirements of other applicable G5 QR Gasket and Model G5 SR Gasket cover plates, the authorities having jurisdiction. Model G5 series sprinklers must gasket should be attached to the flange of the cover plate skirt not be installed in ceilings with positive pressure in the space only. Do not glue the gasket in place or allow the gasket to above, overlap both the cover plate and the flange of the skirt. Model G5 series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed.The protective Maintenance cap should be replaced following installation of the sprinkler and Reliable Model G5 series sprinkler should be inspected and permanently removed only when the cover plate is installed the sprinkler system maintained in accordance with NFPA and the sprinkler system is placed in service following 25, as well as the requirements of any Authorities Having construction. Jurisdiction. Model G5 series sprinkler are installed with the Model FC wrench. Prior to installation, sprinklers should remain in the original The use of any otherwrench to installed Model G5 series sprinklers cartons and packaging until used. This will minimize the is not permitted and may damage the sprinkler. Temporarily potential for damage to sprinklers that could cause improper remove the protective cap during installation of the sprinkler. operation or non-operation. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the Do not clean sprinklers with soap and water, ammonia liquid or sprinkler/cup assembly. The Model FC wrench is designed any other cleaning fluids. Remove dust by gentle vacuuming to be turned with a standard 1/2" square drive. Tighten the without touching the sprinkler. sprinkler into the fitting after applying a PTFE based thread Replace any sprinkler or cover plate which has been painted sealant to the sprinkler's threads. Recommended installation (other than factory applied). Properly installed Model G5 torque is specified in Table J. cover plates will have an air gap that is required for proper operation,do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain Installation Torque - • - unobstructed. Recommended Replace any sprinkler which has been damaged. A stock Sprinkler Threads Installation Torque of spare sprinklers should be maintained to allow quick re- (min.—max.) placement of damaged or operated sprinklers. ft.lb N.m 1/2" NPT or IS07-1 R1/2 8-18 11-24 Failure to properly maintain sprinklers may result in inadvertent 3/a" NPT or IS07-1 R3/4 14-20 19-27 operation or non-operation during afire event. Do not exceed the maximum recommended torque. Exceeding Guarantee the maximum recommended torque may cause leakage or For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, impairment ofthe sprinkler.Use care when inserting or removing and conditions,visit www.reliablesprinkler.com. the wrench from the sprinkler to avoid damage to the sprinkler. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 ° Ordering Information ry. � Specify the following when ordering. �? Y Sprinkler ' �- • Model [G5-28] [G5-42] [G5-56] [G5-56 300] [G5-80] [G5-80F] • Temperature Rating [165°F(740C)] [212°F(1000C)] Model FC Wrench • Threads [NPT or ISO 7-1] Cover Plate • Model [G5 (Solid), G5 Perforated, G5 QR Gasket, G5 SR Gasket] • Finish (See Table 1) o rn Sprinkler Wrench rn • Model FC rn Z a Bulletin 034 Rev.G ��';a�1e Page 9 of 9 March 2018 www.reliablesprinkler.com COMPLIANCE WITH 2013 N.F.PA. 13 PLAN: r' 4" MAIN IY4" BRANCHJ o (lllVf ' LINE PARCEL ID # 141 -4-32.4 a Volume of System / ATTIC LEVEL WORK AREA �-1 GLOBE VA Diameter (In) Volume (gal) Approx. Len (ft) O SPRINKLER HEAD TOTAL: 3,081 SO. Ff, 1 5.82 129 N 1 1/4 62.47 801 O P 2 X 1 REDUCING NOTES: LOFT LEVEL WORK AREA 4 1'11,0$ 164 \ B SPRINKLER HEAD MAIN LEVEL WORK AREA \`\J TOTAL 540 S0. Fi. 57 SPRINKLER HEAD COUPLING SO TOTAL, 3,254 SQ. FT. 1' INSPECTOR TEST VALE Total 189.37 1Y4" RISER1 UP SUB STMAMAJ -2" X 1'-0' to NEW PRE ALARM BELL PIPE NIPPLE C NEW 2ND"x21¢"xe PRE DEPARTMENT 2 x I REDUCING CONNECTION. (NY CORP.) COUPLING REVISK)NS 4" RISER UP Open Head L"N 70P OF VACCot Pw\ » » » 4" CHECK VALVE"WITH cams sacs amus G� \� `, x AUTOMATIC BALL DRIP -1" GLOBE VA x Mua a 41-M SYSTEM DEPARTMENT`Q � 4 TO FDC MATE AT Mr,\�`` FIRECELLAR LEVEL WORK 4a MAIN M9 BOTTOM � _r i � 1" PLUG EXISTING �� 42 SPRINKLER HEAD 4 �COMIM Fff C °° yIx , t s TOTAL: 3,029 S0. FT. w \ STOP 7'A�• TYP. DRUM DRIP ASSMB. Ell, �- CONNECTION. NY CORPf) 76 PSI AVAILABLEFIRE I�YD RANTM3 B OM ;+;! CONNECTION DREgilig DRY SYSTEM AUXILIARY DRAIN 4 MAIN STREET P HRxelii 10 CIRCULATED CITY MAIN / 4 VICTAULI. DRY DOUBLE M2 TOP " -r a BOX RISER CHECK VALVE CHECK VALVE 2" CURB M Mt BOTTOM 1'-6" FROM CURB BY (SERIES 766NXQ WATER COMPANY APPROXIMATELY " SECTION O N TH R U BUILDING � 292'-0" DRY 1 INSPECTOR r 4" FIRE STOP TEST VALUE P SERVICE M1 BOTTOM ��0 SPS . . _' . 0 '? PITCH S 4 CHECK VALUE _ . - . a WALE•("• CEI TNG ALARM BELL _ 4�(MIN., FIRE M4 TOP SUFFOLK COUNTY WATER AUTHORITY �,PF CD�r p -7/16 tact O 1060WnrIseN1"hway,0akdelgNY11]69 DEPT .'.*4 M3 BOTTOM Im11 a01-0]ol halelq a6b9)9a .� PLATE MARKED 4 DOUBLE DESIGN BY: '���" To; Datc:11/3)/2018 PREFER.FROM AUTO CONN. � REMOTE BRANCH LINE GENSINGER FIRE PROTECTION Re:Results of FI re Flow Test Location:As noted CHECK VALVE Below you well find the results of t fire flow teat. s b have low i 5 the past peak demand Information GRADE available for this area.Historically,the static pressure has been as low is SS psi. 1070 MIDDLE COUNTY ROA SU - You should adjust the flow test to reflect the lower static pressure(Peak Adjusted Static Pressure) DO NOT EXCEED Be, prior to using It for any design work. Under certain instances you mayneed to adjust the flow. Remember to SIAMESE NOTE DO NOT EXCEED t F r. DO TEST VALVE IN SELDEN, NY 11784 FROM BACK SIDE OF WALL NOT RECESS WRENCH ACCESSIBLE account for the difference In ground elevation between the test location Ind your design site location. FIRE DEPARTMENT CONNECTION SHALL BE ON A STREET FRONT OF THE BOSS. TEL: 631-320-3291 " NORTH FORK BLDG. ACCESSIBLE FOR FIRE DEPARTMENT' USE WITH OUT A POTENTIAL LOCATION4 TO SYSTEMAny flow test only reflects the conditions at the time of the test may not accurately reflect the fire HAZARD. FAX: 631-846-6413 flow or static pressure available In the future.The fire flow or the static pressure available at any specific time 3 S I D EWALL SPRINKLER HEAD TESTING PLUG(TO REMAIN `� will depend on the system demand and availability of the water supply infrastructure. WHEN NOT TESTING) Fires rinklerGu s@mail.Com COMMUMITY If you have any questions,please contact the undersigned at(ti3)563-0343.It Is the closest teat. SIAMESE CONNECTION NOT TO SCALE TEMP•CONNECTION 9 FOR TESTING ONLY S,C.I.L, 50178-RP Very truly yours, __.. � 'Wase... THEATRE James R.Wilson 281 1"UNION Distribution Engineering Supervisor Suffolk County Water Authoritv-HYdrar!t Flow TestRecord (vlRE DISTRICT 6 ff MAXIMUM 1 12 f, 1 1 M U Iv ENGINEER: MATTITUCK 45°ELL W/CORROSION FCE ENGINEERING RE55 PHa I PRESS HYD LOCATION ��SCWA MAP p' RES.OUTLET EQ.TO 8100YD31005 ON MIDDLE ROAD AND LOVI LANE I IR-N \�ICEILING SLAB SPRINKLER MICHAEL A. MARZILIANO, P.E. OR ROOF DECK jSTATIC PSI DATE . - . • , _ '. . 2478 GRAND AVE, BELLMORE, NY 11710 7G ,RESIp P51 TIME OOF DAOf DAV R DRY PIPE SYSTEM TEL: (516) 809-5078 N - 60 12:50:00 PM 'FLOW HYDN W CATION -- COEI: TEST CONNECTION FLOHYD LO 810025008 MIDDLE ROAD AND WESTPHALIA DRIVE I 0.75 SPRINKLER MAIN �A NOZ NOZZLE sf2E PITOT al I,DITOT a2 GPM FLOW FLO W Z81 20 P51 - ARCHITECT: L'J 4.5 _ 30 - 2481 48R t STROMSKI ARCHITECTURE, P.C. L�M FLOW 1 _GDM IPEAN ADIUSTESSSTATIC DSI I IIAD7USTE0 FLOW P � A �l I� COP91v1E'VTS -- - Fire Alarm System Not Part 400 OSTRANDER AVE. PLOT - _ _ _ -___ �, FINISHED CEILING Of This Contract. RIVERHEAD, NY 11901 FINISHED CEILING 2 UPRIGHT SPRINKLER HEAD 870 LOVE LANE COVER PLATE NOT TO SCALE Water Flow & Tamper Switch TEL: (631) 119-2832 FAX: (631) 779-2833 COVER PLATE SCALE: N.T.S. Shall Be Interconnected Into 1 DRY CONCEALED SPRINKLER HEAD The Building Fire Alarm System NOT TO SCALE Upon Completion Of Work A Contractor's SPRINKLER CONTRACTOR Material And Test Certificate For 2"MIN. SPKOLR Aboveground & Underground Piping GENSINGER FIRE PROTECTION HEADS Will Be Completed And Submitted to 1070 MIDDLE COUNTY ROAD SUITE 7-217 z w ;��� ;�;, Owner. SELDEN, NY 11784 w v~i SYSTEM SENSOR WATER FLOW AND TAMPER SWITCH J--- ��� o E ern ALARM BELL SHALL BE INTERCONNECTED INTO 3'MIN. ij�i All Required Signs To Be Installed TEL: 631-320-3291 w r 24 VOLT ELECTRIC THE BUILDING FIRE ALARM SYSTEM -f- Building To Be Heated FAX: 631-846-6473 Q_ ALL WIRING AND APPROVALS BY a 1 11 All Equipment Approved/Listed For FL � O ALARM CONTRACTOR. 8'� CLEAR � > �� � � �� �� >� o / MIN. FLOW 15 GPM ® 7 PSI SPRINKLER MAIN > so oar Fire Protection Service. OWNER: FLOW SWITCH J MAX. FLOW 514.941 GPM ® 35.711 PSI v W '� DRY PIPE AIR LINE TRIM FaeVA ,, = w B•DRIP LEG WTH This Plan Is Approved Only For Work Indicated ALARM PRESURE aOe pp 0 so G TOPICAL HANGER TYPICAL HANGER GENERAL RISER U DRAIN VALVE h PLUG Owner/Occupant Shafl Be Responsible No SCALE No SCALE MOUNTED AIR I 1 To Maintain The Fire Suppression FINISHED CEILING HI/LOW j __AMY Scfew Rod i --All Thread Rod COMPRESSOR 4" VICTAULIC DRY 1 --Ring 1 --Ring FINISHED CEILING a System Accordance With N.F.P.A.#13 (2013) RISER CHECK VALVE-� i --Sammy SKd kRIEA "MS�N,5CO soiwRD VOMSAlBh,sarETf COVER PLATE COVER PLATE AIR IN TAKE FILTER (SERIES 766NXT) " t-lx-CST 10 t' -sm10 RISER MOUNTED KIT On The Application Specification Sheet. 4 SHUT OFF LLJ r-r -IST 10 wr -sxcm PRESSURE SWITCH All Other Matters Shown Are Not To Be VALVE ❑ � CUP _09z Of IP-sec 25 1 CONCEALED PENDENT SPRINKLER HEAD U NOT TO SCALE Relied Upon Or To Be Considered As Either PROJECT ADDRESS: SYSTEM SENSOR OSY-2 TYPICAL AIR COMPRESSOR Being Approved Or In Accordance With TAMPER SWITCH " GENERAL AIR 1 HP, 3 PHASE Applicable Codes. NORTH FORK COMMUNITY THEATRE 4" DOUBLE CHECK VALVE �' Sprinkler Head Schedule MODEL OL610V100AC All Dimensions And Conditions Must Be 12700 SOUND AVE. °r--1° " Is J Symbol Count Thread K-Factor Description Note MATTITUCK NY 11952 N (WILKINS 350) Y Checked And Verified On Site By Contractor 0OC PLAN U 8 1/2" 5.6 G5-56 RA3415 1/2 OR 165 BZ CC CONCEALED PENDENT HEAD And Sub-Contractor, The Project Manager a o 0 0=0 . I I 4" CHECKTest Cock 0 54 1/2" 5.6 F1FR-56 RA1425 1/2 OR 155 BB UP UPRIGHT HEAD 40 VALVE 4" W/A.B.D. ® 12 1. 5.6 G5-56 RA5514 4.25 -11.11 165 B CONCEALED DRY PENDENT HEAD ENGINEER SEAL do SIGNATURE: 46 1/2" 5.6 Fl FR-56 RA1425 1;2 OR 200 BB U UPRIGHT HEAD (COMBUSTIBLE BLIND SPACE) OF N=;vv Q ► [1 4" "Q 4" 4" d 10 1/2" 5.6 Fl FR-56 RA1435 1/2 OR 155 BB H SIDEWALL HEAD �E n y 130 = Total Number of Heads This Floor SPRINKLER NOTES <.�' 0 " " �t " W 1. THIS IS AN NEW HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA 13,2013. 4 X2Y2 X�y2 J JC FIRE DEPARTMENT U Q 2. THE INSTALLATION,COMPONENTS,SIZING,SPACING,LOCATION,POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. CONNECTION WITH 00 UNDERGROUND PIPE PIPING FOR BRANCH LINES PIPING FOR MAINS 3. ONLY LISTED MATERIALS WILL BE USED. ,p 0 889 NY CORP. 1RISE TO B E PROTECTED 1 aF t o 2" 2y2t O 8 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. tt » 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F.IN ALL AREAS OF WET PIPING. ' F SSION 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. FROM FREEZING O ® C J C O C�. ^`t O 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED 177 ON PLANS. 1-1 \ �\ N \��� B. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN SECTION. _ DRAWING TITLE: 9. PIPING SPECIFICATIONS,SYSTEM TEST PIPES,PROTECTION AGAINST CORROSION,DRAINAGE FITTINGS,VALVES,HANGERS, \\17I�I `� NORTH FORK COMMUNITY THEATRE -P S C h 1 O ® SCh, # 1 GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. ;�� ,I ;ISI 10. STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED, (REQUIRED FOR EACH TEMPERATURE RATING). D SPRINKLER NOTES & DETAIL PLAN �_ INSTALL U N D ER G R 0 U N D 11. SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH NFPA 13• r 12. MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER NFPA 13. AS PER N.F.P.A. 24 2010 ❑ B.L.T./ /�L B'�' / L 13. DISTANCE OF SPRINKLERS FROM HEAT SOURCES HALL BE S REQUIRED BY NFPA 13. 14. PROVIDE DRAINS AND PITCH AS REQUIRED. ATE' 12-26-18 SAND AND WATER COMPANY ff REQUIREMENTS 8 MAIN ❑ Dyna-T rd 0 Dyn a-F I O 15. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. T PROJECT:NORTH FORK COM.THEA.SP PL. T`' -•, DRAWN BY: S.MAFIZER 16. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y.OR -- e ! . 0 Dyna-Flo ARZ BlaseMaster (zV & 3" APPROVED INDICATOR TYPE. g i5ri �x YP : arJ ER C C M y ) 17. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE, DRAWING SCALE: N.T.S. 18. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. JOB NO: 4 `^/•L,S• 19. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS REQUIRED. DRAWING NO: V V J 20. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA13. SP-100.00 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. FOR FIRE MARSHAL STAMP B I a s e M a ste r (3/4 f�tO 2 tf\ 22. MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. 44j =4 F723. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING,BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. PARCEL IDS 141-4-32.4 AD REF: rl to OF 2 24. CURB Box VALVE IS To BE PROVIDED AS PER NFPA. IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF 25. ALL REQUIREDDIRETION RISER D ETAI L_ ALL FITTINGS TO BE UL/FM APPROVED 26. SPRINKLER SY TEMSI To BE CONNE TARE TO BETED TO THE BUILDING FIRE ALARM SYSTEM. AELICENSEDYORKFOR ENGIIN ER TO ALTERANY PERSON, NLESS ANY ITEM ION THIS D AWINGACTING UNDERTHE ANDD/ORC N THE F DOB JOB : B LAS E M AST E R MEA #43488-M (Pipe 8C Fittings) 27. PIPING OBE SCHEDULE 10 AND/OR 28• CON RACTOR S MA ERIAL ndTEST CE BLACK SPECIFICATION IF CATES'SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR OT APPROVAL OF THE AL ER NG ENGINEER SHALL AFFIX TO THE N EMU1IALTERED, HIS SEAL ANDTHE NOTATION INSTALLATION. "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. IAN: COMPLIANCE WITH 2013 N.F.PA. 13 M4 TOP A M2 TOP MS BOTTOM p M1 BOTTOM ==4r m ,N,R901, UNDER STAIR 2- lk tY4" RISER UP - - E-4-61 Q9 4 4 4 ^ox3' ~N i� 4" FIRE SERVICE ,x " Mt TOP ,�p O - I '1 4" RISER UP 1" RISER 111 „k t-, 1Y RISER ON 4 r' TO FDC UP t 1� a ea 4" RISER DOWN BATHROOMkBATHR �9 M12 TTO x^ x^ M9 BOTTOM d C - ^ -2-11 M5 4 DOUBLE X4 ^.� M7 CHECK VALVE _ q NEW ARE ALARM BELL 4 1 1 0 NKA Roou _ y' , - NEW 2�x2Y2"x4" ON naslwpow-AAS1D 4 ^ I M,0 eea �n e "`° ^ x_ ARE DEPARTMENT NOTES: 14" RISER UP M1 t ',x enw 3-111f 6-$ ^,b x d � ) I Q+ o ` 1 0-11% 013 '3 A CONNECTION x �b ^ '- ~ , ( " RISER UP/DOWN �-� 1) 11u x - x� L" � 4" CHECK VALVE WITH A"0XIM E DEW IIII AUTOMATIC BALL DRIP 1 x -6 I uc a mea mac mum lav c mff _ ImDT eeac * 1 11( uc a mea } , eoao teelm vua emq nlaro u nrosmer .r ^ o x N ,rna ( I n l I ea rouwna w, G , 1u p, I y II o Alm - STORAG�tEHERSAI AREA BATHROOM �, STORAGE reaaae 1u I A o I I I SEATING II 9^q u q, ,u I � I SPRINKLER IIIII i �`rnnrRK__a KV a N a 150 E - - COVER ABOVE I p ILI SPRINKLER ou x _ q IL�Jl III COVE ABOVE ® 1u u MILL 1qq 1 1 4- 1 - -1 1 r W Jj 111IN"M PI WA MLL � moex x t, p • t1Y,- RISER UP" RISER Up • `• aawac nc4-Wi 7-7)1 1u ill fQC00, CELLAR LEVEL SPRINKLER PL AN1Y4" RISER Up DESIGN BY: SCALE: 1/8"-1'-0" N GENSINGER FIRE PROTECTION 1070 MIDDLE COUNTY ROAD SUITE 7-217 Sprinkler Head Schedule MAIN LEVEL SPRINKLER PLAN SELDEN, NY 11784 TEL: 631-320-3291 Symbol Count Thread K-Factor Description Note p HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: SCALE: 1/8"-,'-0" N FAX: 631-846-6473Fires rinklerGu s� mail.com 0 37 1/2" 5.6 F1FR-56 RA1425 1/2 QR 155 BB UP UPRIGHT HEAD This system as shown on GENSINGER ARE PROTECTION Design Area ID: AREA-2 P Y 9 Q 5 1/2- 5.6 F1 FR-56 RA1435 1/2 OR 155 BB H SIDEWALL HEAD company print number SP-101 dated 01-10-19 System Type: DRY SYSTEM S.C.I.L. # 50178-RP for.AT11C LEVEL Number of Sprinklers: 12 42 = Total Number of Heads This Floor of:NORTH FORK COMMUNITY THEATRE SP PLAN now at:12700 SOUNDS AVE. MATTTTUCK, NY 11952 Overhead Sprriinklers: 250.70 gpm/Ipm Sprinkler Head Schedule with contract number: ENGINEER: In-Rack Sprinklers: N/A gpm/Ipm is designed to discharge at a rate of 0.15gpm/ft(Ipm/m) over Symbol Count Thread K-Factor Description Note Inside Hoses: 0 gpm/Ipm Volume of System FCE ENGINEERING an area of 1008 ft/m when supplied with water at a rate of Outside Hoses: 250 gpm/Ipm 5 250.70 gpm/Ipm at 43.13 psi/bar at the base of the 1/2" 5.6 F1 FR-56 RA1425 1/2 OR 155 BB UP UPRIGHT HEAD MICHAEL A. MARZILIANO, P.E. riser. Hose stream allowance is 250 m 9P /P Im. Other Fixed Flows: gpm/Ipm Diameter (in) Volume (gal) Approx. Len (ft) 2478 GRAND AVE. BELLMORE, NY 11710 Total of All Flows: 500.70 gpm,llpm � 8 1 5.6 G5-56 RA3415 1/2 OR 165 BZ CC CONCEALED PENDENT HEAD 1 5.82 129 TEL: (516) 809-5078 Occupancy Classification:ORDINARY WIZARD 1 Commodity Classification: 0 17 1/2" 5.6 Fl FR-56 RA1425 1/2 OR 200 BB U UPRIGHT HEAD (COMBUSTIBLE BLIND SPACE) 1 1/4 62.47 801 Storage Arrangement: Pressure Summary d 3 1/2" 5.6 F1 FR-56 RA1435 1/2 OR 155 BB H SIDEWALL HEAD Maximum Storage Height: Pressure Available from Supply: 75.17 psi/bar 4 121.08 164 ARCHITECT: Notes: Pressure Required from System: 45.12 psi/bar 33 Total Number of Heads This Floor Total 189.37 STROMSKI ARCHITECTURE, P.C. Surplus Pressure (Safety): 30.05 psi/bar 400 OSTRANDER AVE. Maximum Velocity: 12.85 ft/m/sec RIVERHEAD, NY 11901 Dry/Preaction System Volume: 189.37 gal/I HYDRAULICALLY CALCULATED SYSTEM Additional Calculation Information: TEL: (631) 779-2832 FAX: (631) 779-2833 This system as shown on GENSINGER ARE PROTECTION Design Area ID: AREA-1 company print number SP-101 dated 01-10-19 System Type: DRY SYSTEM ," RISER DOWN for ATTIC Number of Sprinklers: 23 of:NORTH FORK COMMUNITY THEATRE SP PLAN Flow Summary: SPRINKLER CONTRACTOR OFFICE at:1contract number.SOUNDS AVE. MATTITUCK, NY 11952 Overhead Sprinklers: 399.98 gpm/Ipm GENSINGER FIRE PROTECTION " with contP / gp /p 1070 MIDDLE COUNTY ROAD SUITE 7-217 a SE 0 M TOP In Sprinklers: N A m l m � � t- is designed to discharge o rate of O.tOgpm/ft(Ipm/m) over Inside Hoses: 0 gpm/Ipm ^� 5 M1 oM ^� H4 ROOF an area of 1836 ft /m when supplied with water at a rate of Outside Hoses: 100 gpm/Ipm SELDEN, NY 11784 [38-1] ^; i H 1 ; B� 399.98 m m at 49.17 si bar at the base of the POKER - ^ _ _ x Ht ,u N H2 u , N , , °° 9p p p / Other Fixed Flows: gpm/Ipm TEL: 631-320-3291 I 4 - I 4Q 4 4 � o - _ 1-967-4riser. Hose stream allowance is 100 gpm/Ipm. o s 2 B3 d B4 Bs ' Total of All Flows: 499.98 gpm/Ipm FAX: 631-846-6473 COVER IABOVE IL4' RISER M21 + ^ �4+� 9 J, =r s Occupancy Classification:LIGHT HAZARD ay uP/Dowty I I x I x xx A Commodity ion: � 1 7 Arr n9 een� Pressure SummarOWNER:r1u HMaximum Storage Height: Pressure Available from Supply: 75.17 psi/bar S2 s° s,o Q Notes: Pressure Required from System: 52.70 psi/bar 0 M18 O , ^ �u HB ,u - ,� Hg t ^N ' H11 I O19 AIx Surplus Pressure (Safety): 22.47 psi/bar -9 - 10-0 810 0 ] M oo "X ARIA� Maximum Velocity: 10.58 ft/m/sec SPRINKLER x x x H1 s H,° Dry/Preaction System Volume: 189.37 gal/I COVER ABOVE • g B12 ,x O 1:111O PROJECT ADDRESS: s1, M,7 -9 ,u H12 11x H13 10 p ^tu 1u NORTH FORK COMMUNITY THEATRE 14" RISIER I I .aa J' H14 Btt 12700 SOUND AVE. x q F` 4 x 1 I x � I x t WA tx H23 1 1" INSPECTOR MATTITUCK, NY 11952 B16 d� dq d� d -0 - - TEST VALVE xb 111 x"' 1 to S4 S8 12 IN a�TIMIKE x ,�>s / / ,B tpIMA 1 �19 t B1s tx t B14 tx Hz1 t H22 - B 6 ENGINEER SEAL do SIGNATURE: CHI ea 2 - 1008 / - - - ^�- - - - - -4 4-5K I N t- PSE OF NEW 19 20 FLAT ROOF M��� �j ^� Area 1 - 1836 Ftt/ t" RISER DOWN "ESS10 LOFT LEVEL SPRINKLER PLANI `' ~ �` � ATTIC LEVEL SPRINKLER PLAN , 3 � ` '. i' ' �;% SCALE: 1/8"-,'-0" N DRAWING TITLE: I I '1 I V SCALE: 1/6"-,'-o" N �' �' I A k NORTH FORK COMMUNITY THEATRE SPRINKLER PLAN +.v t;7. OFA r� Head N�'as, i'�: ATE: 12-26-18 Sprinkler Head Schedule Sprinkler Hd Schedule p PROJECT:NORTH FORK COM.THEA.SP PL DRAWN BY: S.MAFIZER Symbol Count Thread K-Factor Description Note Symbol Count Thread K-Factor Description Note CHECK BY,. 0 6 1/2" 5.6 F1 FR-56 RA1425 1/2 OR 155 BB UP UPRIGHT HEAD 0 6 1/2- 5.6 F1 FR-56 RA1425 1/2 OR 155 BB UP UPRIGHT HEAD DRAWING SCALE- 2 1 2" 5.6 Fl FR-56 RA1435 1/2 OR 155 BB H SIDEWALL HEAD JOB NO: d / ® 12 1" 5.6 G5-56 RA5514 4.25 -11.11 165 B CONCEALED DRY PENDENT HEAD DRAWING NO: otal Number of Heads This Floor 0 29 1/2�� 5.6 Fl FR-56 RA1425 1/2 OR 200 BB U UPRIGHT HEAD (COMBUSTIBLE BLIND SPACE) FOR FIRE MARSHAL STAMP SP-101.00 = 47 = Total Number of Heads This Floor PARCEL ID# 141-4-32.4 CAD REF: 2 OF 2 IT IS A VIOLATION OF ARTICLE 145 OF THE EDUCATION LAW OF THE STATE OF NEW YORK FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER TO ALTER ANY ITEM ON THIS DRAWING AND/OR IN THE DOB JOB $; RELATED SPECIFICATION 1N ANY WAY. IF ANY SUCH ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION TOGETHER WITH A SPECIFIC DESCRIPTION OF THE ALTERATION. 1 .architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 GENERAL NOTES: I. ALL CONSTRUCTION 514ALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE: THESE DRAWINGS. 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WI114 THE NEW YORK STATE BUILDING CONSTRUCTION CODE. Proposed Addition/ THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. Alteration For: 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITI' EXISTING STAIR TO BE DEMOLISHED- -- - - - - - - --- -- -- - North Fork MINIMUM. I 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS I � 7 Communit AND GARAGE 5LAI35 SHALL BE 3500 psi AT 28 DAYS MINIMUM T T T17-7- S.C.T.M.# - - - - -- -- - - -- - - y 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. I \ I l E-1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS I 8X6 POST ON TOP OF BRICK PIER TO HAVE AN E=1,800,000 psi AND AN fb-2,400 psi. ALL !AMINATED VENEER ( ( EXISTING FOUNDATION TO BE Theater LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,000 psi AND AN fb=2,600 I psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN I I I I \ REMOVED AS SHOWN fb-2,900 psi. 6'Wx8'9 HEADER 3'xb' HEADER TI - - - - - -- - 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS T-3' BOTTOM F.J. TO SLAB 6'-7' BOTTOM HEADER TO SLAB TO UNDERSIDE JOIST RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON I - - -- -- -- - i PLANS. I i EXISTING BRICK WALL TO BE CUT_/ 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10" @ 4" WALLS I Z i AND REMAIN AS SHOWN AND 3-2'X10' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. a - ----- - -- -- - -- -- I2700 Sound Avenue Mattituck New York I I952 9. PROVIDE 36' IaIGN RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' o - -- -- - - - - - - - - -- T �� / ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE I �- ��� OF A 4' SPHERE THROUGH ANY OPENING. 1 \ \ ' 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL I `D \ \ " " e , SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL ___ __ __ __ __ _ 6 Wxb H_HEADER W/_AD_DITONAL 6 xb " M --_.L - - Ax HEADER1-11 To - - - -- �- -- -- -- - - -- ------ I000-I4I-4-26 p o 32.I REGULATIONS. 1 -� i UNDERSIDE JOIST TO BE CUT T- % AND REMOVED AS SHOWN 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND 1 �\ \ i // AT GARAGE AS REQUIRED. REVISIONS EXISTING FOUNDATION WALL TO B 24-61 I 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. I \ \ REMOVED AS SHOWN. PROVIDE / O REVISED AS PER TOWN COMMENTS 1 \ \ TEMPORARY SUPPORTS UNDER i 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED \ GIRDERS AS NEEDED. / FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN \ 9/7/18 REVISED AS PER TOWN COMMENTS CONNECTION WITH TREATED MATERIAL. -- -- / / O12/10/18 REVISED FIELD CHANGES 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND4 2/12/2019 FIRE ALARM PLAN UPDATED 1 / / BETWEEN FLOOR !SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS O _6%0W^c' _6%0W HEADER W/ ADDITCNdAL 6'x6' \ ` �_ ! __-,__ /�i - -6'Wx6'H HEADER W/ ADDITIONAL OW - - - - - CONCEALED SPACES TO 101-01 VERTICALLY t 10'-0' HORIZONTALLY CU i i TO BE T AND REMOVED AS SHOWN - - - O DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. X I � 25 15. ALL ITEMS NO'T SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE n-n I - ARE TO BE REMO`/ED FROM THE PREMISES. ' 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED O IN SUCH A WAY A5 NOT 70 DAMAGE OR C!<fNERWISE RENDER THE ITEM I +AREA TO BE EXCAVATED AREA TO BE EXCAVATED O UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND _ -N+ 1 PROTECTED FROM DAMAGE BY WEAT14ER AND/O2 CONSTRUCTION. ( FLOOR ABOVE TO REMAIN FLOOR ABOVE TO BE RE MOVED O 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND 514ALL BRING 1 ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT I O PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION O DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN OBTAINED. I �O I8, CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE I THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING O CONSTRUCTION. O I A. THE CCNyTRACFOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT I _ --- - - -- - THE AREA OF EXCAVATION AND CONSTRUCTION. / I EXISTING FRAMING AND SUPPORTS I I- - -- - - - - - - - 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT TO BE INSPECTED BY WEAVER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT ANDARCHITECT/ENGINEER AS y O 1 EXCAVATED. TEMPORARILY ] O CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. I i SUPPORT ALL REMEMBERS AS i 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DEEMED NECESSARY DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO O STORE MATERIALS. THE CONTRACTOR 514ALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. 22. THE PLUMBING CONTRACTOR IS TO LOCATE AND DISCONNECT ALL SUPPLY "v SEAL d i -•V AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF T14E HOUSE. ��h ,�aVr. � un C" � sU r ' ' �' f,9 h 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. F BASEMENT DEMO PLAN Scale: 1/4' - 1'-0' I °• w: �d A-I 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A PROPOSED pp SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO '�-� U:;; CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 25. THESE DRAWINGS AND SPECIFICATIONS NAVE BEEN PREPARED BY OR ~� UNDER THE DIRE(?ION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BEI IEP MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 240 O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF Copyright 20I8.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York 27. 'TRUSJOIST' SILENT FLOOR SYSTEM TO BE INSTALLED IN STRICT State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. specifications are not to be used on any CONFORMANCE TO MANUFACTURER'S SPECFICATI 5. ALL IST MANGERS oder project,except by written permission of the Architect. SHALL BE GOMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT These drawings and FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION. 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY PROJECT NO. I6-ARooIo MUST INSURE TWAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT SCALE AS NOTED DATE 8/7/20I8 FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. DRAWN BY TLD CHECKED BY RS 2q. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. TITLE 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE D15POSED OF IN ,ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WNIGH COULD N01' BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE Lower Level CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE Demolition Plan IN CONSTRUCTION DETERMINATION. 32. CONTRACTOF' OR OWNER IF ACTING AS CONTRACTOR SHALL CALL FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS I-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. SHEET i� A - 1 I a By'r architecture, p.c. P.O.BOX I2S4 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(63I)779-2833 GENERAL NOTES: I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. 2. ALL PLUMBING AND ELECTRICAL WORK 514ALL CONFORM TO ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE El STARTING CONSTRUCTION AND SHALL BE RE5PONSIBLE FOR SAME. 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY Proposed Addition/ MINIMUM. II Alteration For: 5. ALL CONCRETE SHALL BE WW psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. North Fork E=1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN fb=2,600 psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN Ommunl y Eb=2,900 Psi EXISTING STAIR EXTERIOR STAIR Theater 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS TO BE DE 1OL1514ED RUNNING PARALLEL TO THE DIRFCTIOV OF THE J015T5, OR AS INDICATED ON PLANS. 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS r T T T 7 7 7 AND 3-2'X10' @ 6" WALLS OR AS DESIGNATED ON THE PLANS. 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30" ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE I OF A 4' SPHERE THROUGH ANY OPENING. i = - ----------- _ J_- - I I I I I I I I I I / I II I I2700 Sound Avenue 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL I I -L ,1, J, � J_I_I_I _I_ 9 Mattituck, New York I 1952 SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL S. I I i i BE DIE VL15HED AND PLATFORM TO _ _ _ - r T_ I T T T I I _T -1 -1 I I I III S.C.T.M.# I I IIIIIIIIIIIIIIII II II. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND i i i I - - -- I I I I�I -I - I-I-I-I-I- I- I- I I 'I-' 1 -- I I 1000-141-4-26 p/o 32.1 AT GARAGE As REQUIRED. � IL I- _ _ _ _ REVISIONS I 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. i i ______ __ __________ L' -----_ --------_ J J_I_I_I_ L L L i �L - - -- - -- III 13. ALL 'USP' RANGERS TO BE TATE COATED WITH MANUFACTURER SPECIFIED _____________I__________- REVISED AS PER TOWN COMMENTS FASTENERS. PROVIDE APPROPRIATE (:GATED RANGERS WHEN USED IN t---------- 1 � CONNECTION WITH TREATED MATERIAL. I EXISTING STAIR WELL TO BE 1 PROVIDE TEMPORARY BRACING FOR 1 2 9/7/18 REVISED AS PER TOWN COMMENTS 14. PROVIDE CONTINUOUS FIRFSTOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF I I DEMOLISHED I ROOF TRUSS UNTIL NEW NEARER IS CONCEALED SPACES TO 10'-0' VERTICALLY E 10'-0' HORIZONTALLY AS I I I INSTALLED @3)12/10/18 REVISED FIELD CHANGES DESCRIBED IN NY5 RE51DENTIAL CODE SECTIONS R602.8 AND R502.12. 2/12/2019 FIRE ALARM PLAN UPDATED 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE I I I I O ARE TO BE REMOVED FROM THE PRE'115E5. 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THE ITEM \\ I I I I O UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND I I II I I O PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCT110N. 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ALL CATWALKS ND RIGGING I O ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT I III ABOVE STAGE T BE REMOVED I PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL A55UME O RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION I i I i I Ii 9'-8" 5' 0 DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT AS B EXISTING STEEL GIRDER -- I OBTAINED. -- -- -- -- 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSUREI IBE THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING I i 1 i I EXISTING STAGER EL 0 I i i DEMOLISHED t FLOOR BE10W CONSTRUCTION. i I i l i I STAGE EXPOSING BASEMENT I 0 II 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT IW LU I I I i I i� � O THE AREA OF EXCAVATION AND CONSTRUCTION. I I 20. THE CONTRACTOR SHALL PROVIDE: ADEQUATE COVERINGS TO PREVENT � In O I I I IIIA I N WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL I i ocI O DECIDE ON AN ACCESS POINT TO THE 51TE AND WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR 514ALL REPAIR ANY DAMAGE TO THE 51TE DUE TO CONSTRUCTION. i t i iN N N 0 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO i I I I 1 MAINTAIN SERVICE THROUGHOUT THE REST OF THE HOUSE. o l i I 1 I SEAL 23. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND/OR - - I I III I TEMPORARILY SUPPORT EXISTING - -- . RELOCATION OF ELECTRICAL WIRING MD FIXTURES AS REQUIRED. _ I I I FRAMING ABOVE WHILE NEW I GIRDERS ARE INSTALLED �; 'n ~ 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A LM SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO Fz n I CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. a� 26. ALL FLITCH BEAMS TO BE THRU :BOLTED WITH -rwo ROWS OF 3/4" DIA. BOLTS @ 24' O.C. (HORIZ.) STAGGEIZID TOP AND BOTTOM, CENTERLINE OF BOILT5 2' IN FROM TOP AND BOTTOM OF BEAM. _ I I 27. ' I TRUSJOIST' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT `�N TEMPORARILY SUPPORT EXISTING EXISTING STAIRS TO BE Copyright 2018.STROMSKI architecture,p.c.All rights ! ' FRAMING ABOVE WHILE NEW i g 1 CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS = I UREGIRDERS ARE INSTALL® DEMOLISHED reserved.The Architect reserves the right to reproduce this SHALL BE COMPATABL.E TO JOISTS. (:ONTRAGTOR TO OBTAIN J015T LAYOUT I I I I design in its entirety or any portion thereof.Unauthorized FROM 'TRUSJOIST" PRIOR TO START OF CONSTRUCTION. alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are FL -----_--- an instrument of service and are the property of the Architect 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED.THE COMPANY 5 - ------------------------------------ p p r These drawings and specifications are not to be used on any MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN other project,except by written permission of the Architect CRITERIA'S USED BY 'TRU5JOIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. PROJECT NO. I6-AROOIO 29. ALL ITEMS ARE TO BE STORED {'S DIRECTED BY THE OMER AND SCALE AS NOTED DATE 8/7/20I8 PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTON. DRAWN BY TLD CHECKED BY RS E FOUNDATION PLAN Scale: I/4" I'-o' 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE A-2 PROPOSED DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. TITLE 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. Main Floor 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL Demolition Plan FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY GALL CENTER - CALL 13EFORE YOU DIG) NUMBER IS 1-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. SHEET A - 2 STAGE LEVELL `_ 1 1 1 • ;.. A-4 DRILL t GROUT #5 REBAR 12' VERTICALLY ON CENTER I NEW PORTION CUT BACK EXISTING FLOOR JOISTS ' ®"� ' , " AND TECO THEM INTO FLUSH 6'-8' HEAD HEIGHT MIN. ADA LIFT SHAFT MOUNT GIRDER f � .� 8r 1 — — — — — - — — — — — — _ — ----- MAIN LEVEL architecture, p.c. IRE SPRINKLERDOM P.O.BOX I254 jAMESPORT,NY II947 11 / 4" 3'-8" i HAND ILEAL - - - - - PROPOSED I AI - I MIN. -' i I P 2 IJ X" PHONE(63I)779-2832 FAX(63I)779-2833 UP S� > v I RI ER m x1 3 EXISTING BRICK TOR AI - I I b' - 'Oi;e FOUNDATION WALL H IL r "IrCl= _ I A_q GRADE AT EXTERIOR RAMP I _____ - -- EXISTING BRICK FOOTING _• _ __ � _� r" NEW 8' POURED � , _ r \ I II ' CONCRETE FOUNDATION °J - -2 4 I I `° a0 r r DRILL AND INSERT)9 ° ° \ 1 8'-3' ' 6'-8" 411 �r WALL W/ 8 xlb DIA. REBAR I � � � 14' TJI 560 F.J. FOOTING , , 11rZm B RING POINT FROM ABOVE 12'x24' CONC. ,- 1 `" 1 IlI-01 HAUNCH w/ 3 #5 4 9 @ 12 ON CENTER2 14" LVLHEAD (2) 14" LVL HEADER CONT, I DRILL t GROUT #5 REBAR @0 12' VERTICALLY ON CENTER NEW POURED CONCRETESTING GIRDER I L-11 1 _ _ FOUNDATION WALLSOLID (4) 2'x4' POST ■■ ■■■ PERIMETER LINE OF NEWGE SWING EXISTING POST AND PIER �, EXISTING BRICK WALL OB j 1 UNDERPINNED FOUNDATION WALL NEW POURED 4 CONCRETE ° C I OF EXISTING o TO REMAIN OA ���• LOAD BEA ING ARCH ' DOOR 7n ♦�,�a ABOVE EXISTING FOUNDATION TO BE rj� 10'-g 1/I6" rn I ® `11 1 1 UNDERPINNED WITH NEW 20' n I I I CONCRETE FOUNDATION WALL. ■ ISE DETA L THI5 SHEET. 1 ° I ■■■.■■. ■...■■■ LI ■ 1 F- --- -- -A� ° I O EXISTING FOUNDATION WALL O f �� I g1_I1 i ( NEW POURED CONCRETE I I 3 ° • SOLID 2'x6' FOUNDATION WALL A-3 FF_-2_ 2) I 'x 7Y' MICROLAM L T-2 2xb ST I I I • ° ° 8 -- -- -e—�-- -- -�- I I o 1 NEW 4' STUD WALL I �___-` DRESSING ROOMS Addition/ J -- Proposed / I_R L — -1 L _ J _ ORCHES ;41 IT I I I -`a -81 _o" Alteration For: % EXISTING GIRDER TO BE f PROPOS ■ PROVIDE 2' INSULATION CAVITY F- --- - , _; I 1- CUT BACK TO WALL OF ■ I I ■ I 1 i 1 1 , , ° ° 1' zEXISTING PIER to i ■ BETWEEN FOUNDATION WALL AND 18 UNDERPINNING CONC. North F O r� I COLUMN SUPPORTD ORCHESTRA PIT PI i I ■ I 12"x24" CONC. STUDS 4 + ° ? I HAUNCH w/ 3-#5 0 0 I FOR ABOVE • LINE OF 5TAGE� I 'a 1 ■ CONT. I 1 STORA E/REHERSAL AREA ; o (2) ' TYPE 'X' GYPSUM i ABOVE I ■ I ARD CEILING AND WALLS , I PROPOSED ! 1 2 TYPICAL UNDERPINNING DETAIL sale: I/4' = 11-0' Communis A-4 -- -- I 1 ■ 1 '- - --- -- -' A-4 A-3 PROP05ED J 1 N t i I ■ " TJI PRO 560 FLOOR JOIST ; -° 2) I ��7 Y' MICROLAM LVL �2 � li ( rn N 12' ON kXTheater ® __ __ j UNDERPINNING PROCEDURE �--- -}-�- 61 5'-0' 51-6' I I■ 6' I IT-g" 4 APEX i I�N e I I N I I. EXCAVATE ON INTERIOR OF BUILDING AT A 45 DEGREE SLOPE I tF IA X ■ 1 DOWN TO BOTTOM OF NEW FOOTING ELEVATION. ac N AI - �I l9 I STORAGE a ■ i (��� I, I zd 1 2. INSTALL TEMPORARY 5HEETING/SHORING @ 4' t ON CENTER I� I ■ I 1 HORIZONTALLY BELOW EXISTING FOOTING. I I 3. EXCAVATE AREAS MARKED 'A', BRACING TEMPORARY SNORING I FLOOR HEIGHT TO MATCH x ■r � I� 3 � I ■ � �I ' DRESSING ROOMS D t1.. ' " ■ CENTER OF RADIUS ; I I3 > I I 1 AS EXCAVATION PROCEEDS. I2700 Sound Avenue II 4. INSTALL UNDERPINNING CONCRETE IN AREAS 'A' UP TO A 31 Mattituck, New York 119.52 f F-2 E -1 f -_ - --(2) 1 Y'x 7 y' MICRO LVL - _- -- I�an �► I I BELOW BOTTOM OF EXISTING FOOTING. S.C..L.M.# _J I �- 2�- F-2 1 s - - I 5. AFTER 3 DAYS, GROUT AREAS 'A' TIGHT TO UNDERSIDE OF 1 EXISTING FOOTING WITH NON-SHINK GROUT. 1000-141-4-26 p/o 32.1 j N i 1 ■ I j I 1 6. AFTER 3 DAYS, EXCAVATE AREAS MARKED 'B' AND REMOVE Z : I ■ IPI O J . I TEMPORARY SHORING. REVISIONS 7. INSTALL UNDERPINNING CONCRETE IN AREAS 'B' UP TO 3' O REVISED AS PER TOWN COMMENTS i / I 1 ■ 1 BELOW BOTTOM OF EXISTING FOOTING. TRUE 2' X 10' FLOOR JOIST _ �' I- I I - 8. AFTER 3 DAYS, GROUT AREAS 8 TIGHT TO UNDERSIDE OF O 9/7/18 REVISED AS PER TOWN COMMENTS @ Ib' ON CENTER m- IF_I ■ EXISTING FOOTING WITH NON-SHRINKIGROUT. O12/10/18 REVISED FIELD CHANGES 1 12'x24" CONIC. WALL i I„ 15' g1-6' 41-7' ------6' 2� e I 8'x16' CONC. g. AFTER 3 DAYS, EXCAVATE AREAS MARKED 'C' AND REMOVE BEARING POINT FOOTING - L -I- '� r� ;3'_4' WALL FOOTING TEMPORARY SHORING; PROCEED AS IN STEPS 7 t 8 ABOVE. ®2/12/2019 FIRE ALARM PLAN UPDATED FROM ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - ; - - .� i. EXISTINGFOUNl� UPS NIS WALL TI I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WALL A0 io 1 a D ------------- -- ---------- - -- ---- FOOTING SCHEDULE - -- CRAWL SPACE I L - - - - - -- - - - - - - - - - - - - - O ILI Ll E3\111 NONE= F-I 30'x2O'xl2' POURED COLUMN FOOTING . I F-2 24'x24'xl2' POURED COLUMN FOOTING `P L- - - -5`=0'- - - - - - - - - - - - - - N i FOUNDATION PLAN Scale: 1/4' = V-0" O A-3 PROPOSED O 2 A-4 O . O NEW II 7/8' TJI FLOOR JOI 4 O TYPICAL CORNER HOLE)DOWN DETAIL: - - � l I I T �- i --I- L i L 1 L �' EXISTING EXTERIOR WALL OUTSIDE CORNER CONDITION �T 1 I T -I = =T�r -1-�I r l -, -; - T=--,1 - ,��-r� I- -I-T L - 1 T EXISTING BRICK FOUNDATION - L 7 T 11-3' 1 =T �� T r WALL SEAL Lrl -1 L i-r-T- -l�-i-T- - - --� - - -_ - L �I r � � .!- _l.__-�_ ADA LIFT SPECIFICATIONS T h 1-_- ? y I VERT CAL PLATFOR LFT MODEL CPLI200 BY HARMAR LIFTS: rte_ 1 - __I_---..-- - _ -� _ �-T I I --- + _ CUSTOM CAB APPROX. 38 x --- --Z- -- W 54 O F rt - -� + L �� - =-r ,-._ .__...-- � I--r----�----�- T- �T_�-- - � --� _ - TWO 42' FIRE RATED NOISTWAY DOORS WITH ELECTRIC STRIKE ? '.h` �,��i�,' * , i' � • ���e' �- - -� -�- - --- - - 1 T --- - J -- - - -1 T - SOLID 42' HIGH GUARDRAIL PANELS T _ _ _ 7- ---- - - --1 -J T -1-- ---- T- - - _ T -� T 2-0 - ACME SCREW DRIVE BELT DRIVEN SYSTEM FOR SMOOTH OPERATION DRILL AND GROUT NEW V DIA. 4 k �- - --- - �- - REBAR THROUGH EXISTING BRICK - - - _-- -� --'-- T , � � - TOP MOUNTED MOTOR AND ELECTRICAL BOX MAKES SERVICING EASY AND 1 _ �- �T s (t Z� ; - I f -� � -�- I� _Ty= ELIMINATES POTENTIAL WATER ISSUES FOUNDATION WALL @ I6 O.C. IIII- T - -�-T i - '- _ J I I BATTERY BACKUP DG POWER _ INSIDE CORNER CONDITION ° r - - - - -- --' - — n � i' ^. .rte-W :• _ -- __ � -- - -L- -J- SOLID PLATFORM WITH NON-SKID SURFACE F�2 ADDED SAFETY � ° - - -- -�_ - WEATHER RESISTANT DE51GN FOR INDOOR AND OUTDOOR USE ° y; - ° - - r 1- -r -- -r• - CONSTANT PRESSURE, PADDLE SWITCH CONTROLS WITH EMERGENCY STOP BUTTON " •Ia - ° -, !---- - -- s - - - - SAFETY SENSORS ON UNDERSIDE OF PLATFORM STOP AT OBSTRUCTIONS III - STATIONARY ACCESS RAMP EXISTING b' THICK BRICK AND- 4 ° 1_I I I I - COMPLIES WITH ASME/AN51 AI8.1 SAFETY CODES FOR ELEVATORS NEPA 70 a MORTAR FOOTING v>, - NATIONAL ELECTRIC CODE. a � lil ! - _! Copyright 20I8.STROMSKI architecture, c All rights ° ° -_ -- - = ! .� - REQUIRED 115V AC-20 AMP GROUNDED CIRCUIT ° e g 1 I L -III ° -I e treserves reserved The Architect the right to reproduce this - ° < Y_Y design in its entirety or any portion thereof.Unauthorised alteration of these documents is a violation of the New York ' III ° - = -= -III _ =_' - III ° State Education Law.These drawings and specifications are L — — — -_ - ==1 (--_' ° ° ° =-1 1 - — C� ° an instrument of service and are the property of the Architect, - IIII _ III • - I_ - - - III - _ --- INSULATION NOTE`'' ,�, 8 These drawings and specifications are not to be used on any III I_ - - - I - I _- a other project,except by written permission of the Architect. I = III I I -I a NOTES: = - =_ = = = R-38 INSULATION AT ROOF OF NEW ADDITION ° - _ - ° a ° PROJECT NO. I6-AROOIO I-IIII III II _ - ADJUST LOCATION OF CORNER NOLDDOWN TO ALIGN WITH _- IIi #3 NOSING BAR - I. -- R-21 INSULATION AT SIX INCH EXTERIOR WALLS OF NEW ADDITION 1 1 -III I _= I_ = R-7,5 MIN. CONTINUOUS INSULATION AT PERIMETER FOUNDATION WALLS 2x4 FRAMED WALL -i III 1 III IIII -1 _ ANY EXISTING CAVITIES EXPOSED DURING CONSTRUCTION TO BE FILLED Y a SCALE AS NOTED DATE 8/7/2018 CENTER LIE OF EXTERIOR - 2 INSULATION CAVITY WITH INSULATION ' I _ ° ° III==IIII = -== ° DRAWN BY TLD CHECKED BY RS III 1 I III- !I-III== -III -II -= NEW 16 WIDE POURED a -I CONCRETE FOUNDATION WALL ° Ln TITLE a ° Q ° I= 1 III—III 1—III-=1 a DOOR SCHEDULE - I I I III -1 I I III—IIi -I ° � I I I I -1 I I 'III- NEW 5' POURED CONCRETE ° FOUNDATION CONSTRUCTION. =1 IIi III—I I- ° e ! SLAB a ° ° I' III -1 III-1 -I ° - = #4 REBAR @ 12" O.C. EXTERIOR DOORS u - = - ° a a Proposed (2) 2- X 6' ACQ SILL PLATE WITH SILL :REAL SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS `COP-R-TEX' TERMITE SHIELD - - 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY _- - ° m • ! III. III - O 3 x 7 THERMA TRU HINGED Lower Level Plan OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' -III ° =1 r = a OF EACH CORNER. = -III REBAR @ 6 O.C. a ° ° I_- ,__- -I -- -- ' _ - -I 'II== = 1 INTERIOR DOORS a a PROVIDE NOLDDOWN AS PER SHEETS W-I AND W-2 -III_-I' =-i I I;=-_ ' - I�_ I-- A - 1I-- ' -- I 8' STANDARD POURED CONCRETE FOUNDATION WALLS _� -= - - 'III- - ! 12' X 24' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) =I - - --1 1- -=IIi-- _- .- 1-II I 1--� _ �._.=1_=-�_ - - -- -III--11 --1 -1 ° - SYMBOL SIZE TYPE REMARKS NOTES o ° ° ° SEE PLAN FOR GIRDER SIZES =.III I- IIi -III - i_ - _ - - 1, a c ° ° v ° 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH I/4" TOP AND III - III==1 1= I- - - 'I - I' -1 - III ® 3p x b u HINGED 45 MIN. FIRE RATE) PUSH BAR HARDWARE ° BASE PLATE5 UNLESS OTHERWISE NOTED r r r = ='_ __= II 201-6' WALL CONSTRUCTION � �g. 51DING TO MATCH EXISTING 'TYVEK' OR EQUAL AIR INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' -irehitectlUre, p.c. 2 X 4' TOP PLATE A-5 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' X 6' TOP PLATE (AS SHOWN ON PLAN) P.O.BOX I254 JAMESPORT,NY I I947 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE PHONE(63I)779-2832 FAX(63I)779-2833 15'_4+ RES15TANT WALL BOARD AT BATHROOMS) 4'-II I/2" 5'4 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER SHEET W-2. \ ADA IMECHANICAL LIFT / 34 AN I rn � LJN J JAL 51 INC STAR D O I a- S10� — 3 DII. ois I 11 IN 1R I — c Xo i 1 / ' I I Ei A"3 FLOOR CONSTRUCTION O I \ I AIL o -i _ I I - -Q FLOOR FINISHES AS PER PLAN , o ,I , X 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED Ert i RAL 3-7 ch II TII 3 q �, SEE PLAN FOR FLOOR JOISTS A' \ LOAD BEARING I U� EQ AL IS S �+ I HEADER EARI POINT HEADER BEARING I \ ARCH COLUMN I - ---- - ---- ------- ----- -- -��7r5'xTbrM1CROLATI-LVL-OR------ ---------- -- - AL I ` EXISTING OV TRU RCN E I - �\ I --------- -- - ---- - ---- ------- - ------ 41-01 ----- - - - 14'x1A�MICROLAM-W1-------- I I 19 I I 41-31 2 4-41 I I \ I m I Proposed Addition/ I LINE OF STAGE EDGE----*,' o I I EXISTING LOAD BEARING 1 Alteration For: 'm rn I -�, 1 ARCH COLUMN (VERIFY CONSTRUCTION IN FIELD) I 1 0i \ ISD FRAMED WALLS BELOW, North Fork SEE DAT PLANm II I PROP05ED I \ 1 i l iI PROSCENIUM WALL 3 N I WALL LEGEND: ly Communit I I \ I III I I N N N EXISTING WALL TO REMAIN Theater =___: EXISTING WALL TO BE REMOVED I i 1 i IZ 43 NEW 2' X 4' WOOD FRAME WALL 11 N IN NI NEW 2' X 6' WOOD FRAME WALL EXISTING STEEL BEAM __ __ __ __ _ Il- (� ;+_ 1 � I © LOAD BEARING WALLS SEATI NEW P.C. CONCRETE WALL I ac N Q FIRE BRICK m -1 I I I I2700 Sound Avenue 5'-0' 4'-2� 5' 1 120'-1' Q STANDARD BRICK 13 Mattituck, New York I I952 I I [ DROPPED MASONRY S.C.T.M.## AREA TO REMAIN I� ORCI-I. P I T DURING CONSTRUCTION I I STAGE 1 a l l HOUR RATED PARTITION OPEN TO BELOW I ;3/4 FURNITURE GRADE FINISHEDPL D I 1000-141-4-26 p/o 32.I STAGE DESIGN LOADING: REVISIONS N N I I 20 DEAD I I REVISED AS PER TOWN COMMENTS g X I GUARD RAIL @ 42" I I 150 LIVE i I I O MIN. OFF MAIN FLOOR I 1 1 III I EXTEND 6, INTO WALL I GROUT SOLID. O 9/7/18 REVISED AS PER TOWN COMMENTS I SIMP50N 1406 ANGLE WITH 1 ° < I I I I I 1 3 12/10/18 REVISED FIELD CHANGES Ln I I II i I (4) % DIA. BOLTS EACH O LEG q1-2' O 2/12/2019 FIRE ALARM PLAN UPDATED I i I I I tl n O3 I WAN MICROLAM LVL --- -- -- --- _---- __ --- --- - LINE OF ORCHESTRA ``r a� I 42' GUARDRAIL O PIT EDGE1 - 10'-7' `Y' I8'j i 1 I> 4'-4' 0 6'-0' 7'Iq O I — 1 N \ I O I ` I I I ' I 7 I 1 m cr oC PROPOSED III_ i Ln OSCEv(UM WALL DN. 17 RISERS O I I� I - T-7 3/16' UP I E9 JAL I ZISEIS I ti I � O- `D 1 0 '°• III^ (n 1—cn I I b -------------------------- O I �11 EXTEND 6' INTO WALL 4 I I CV 1 nt , O GROUT SOLID. \ MAIN LEVEL Scale: I/4" = I'-o' EE4PROPOSED I O A--5 i I SEAL DOOR SCHEDULE EXTERIOR DOORS I r SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS QL 3�x 7Q THERMA TRU HINGED ADA LIFT SPECIFICATIONS VERTICAL PLATFORM LIFT (MODEL-CPLI200) BY HARMAR LIFTS: A, - 750 LBS. LIFT CAPACITY WITH A 50'x54' FOOTPRINT APPROX. II' OF TRAVEL INTERIOR DOORS _ CUSTOM CAB: APPROX. 38'W x 54'D SYMBOL SIZE TYPE REMARKS NOTES - TWO 42' FIRE RATED W015TWAY DOORS WITH ELECTRIC STRIKE - 50LID 42' HIGH GUARDRAIL PANELS O 3¢X 6 I HINGED 45 MIN. FIRE RATED PU514 BAR HARDWARE - ACME SCREW DRIVE BELT DRIVEN SYSTEM FOR SMOOTH OPERATION INSULATION NOTES I i - TOP MOUNTED MOTOR AND ELECTRICAL BOX MAKES SERVICING EASY AND Copyright 20I8.STROMSKI architecture, g OB 3¢X6 u HINGED ELIMINATES POTENTIAL WATER ISSUES I reserved. epr All rights R-38 INSULATION AT ROOF OF NEW ADDITION 1 reserved.The Architect reserves the right to reproduce this - BATTERY BACKUP DC POWER ' i g P 2 LL R-21 INSULATION A7 SIX INCH EXTERIOR WALLS OF NEW ADDITION design in its entirety or any portion thereof.Unauthorized OC 3 X b HINGED I HR 30 MIN. FIRE RATED PUSH BAR HARDWARE - SOLID PLATFORM WITH NON-SKID SURFACE FOR ADDED SAFETY R-7.5 MIN.CONTINUOUS INSULATION AT PERIMETER FOUNDATION WALLS i alteration of these documents is a violation of the New York - WEATHER RESISTANT DE51GN FOR INDOOR AND OUTDOOR USE , State Education Law.These drawings and specifications are 2 ll ANY EXISTING CAVITIES EXPOSED DURING CONSTRUCTION TO BE FILLED an instrument of service and are the roe of the Architect. O b x 6 DOUBLE HINGED IHR 30 MIN. FIRE RATED PUSH BAR HARDWARE - CONSTANT PRESSURE, PADDLE SWITCH CONTROLS WITH EMERGENCY STOP BUTTON � P p� - SAFETY SENSORS ON UNDERSIDE OF PLATFORM STOP AT OBSTRUCTIONS WITH INSULATION These drawings and specifications are not to be used on any NOTES: - STATIONARY ACCESS RAMP other project,except by written permission of the Architect. I I I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLE55 NOTED OTHERWISE. - COMPLIES WITH ASME/ANSI A18.1 SAFETY CODES FOR ELEVATORS, NFPA 70 1 L-------------------- NATIONAL ELECTRIC CODE. L---------------------1 PROJECT NO. I6-AROOIO REQUIRED 115V AC-20 AMP GROUNDED CIRCUIT LL___ SCALE AS SHOWN DATE 8/7/20I8 z PARTIAL LOFT PLAN scale: 1/8' a 1'-0' DRAWN BY TLD CHECKED BY RS A-4 PROPOSED TITLE CPD (TD I HOUR RATED I HOUR RATED 2 HOUR RATED UL DESIGN U305 UL DESIGN U305 UL DESIGN U301 Proposed Main FINISH GYP. CEILING FINISH GYP. CEILING FINISH GYP. CEILING FINISH GYP. CEILING FINISH GYP. CEILING FINISH GYP. CEILING FINISH GYP. CEILING Floor Plan SMOKE TIGHT JOINT SMOKE TIGHT JOINT (AT RATED WALLS) r (AT RATED WALLS) ^, 8' CONCRETE WALL 8" CONCRETE WALL Y2' CDX PLYWOOD SHEATHING (1) LAYER 5/8' TYPE 'X' (1) LAYER 5/8' TYPE 'X' r; (1) LAYER 5/8' MOLD AND (1) LAYER 5/8" MOLD AND (1) LAYER 5/8' MOLD AND (1) LAYER 5/8" TYPE 'X' MOLD 4 MILDEW RESISTANT - MOLD 4 MILDEW RESISTANT K=; MILDEW RE515TANT GYP. MILDEW RE515TANT GYP. MILDEW RE515TANT GYP. MOLD 4 MILDEW RESISTANT (2) LAYER 5/8' TYPE 'X' GYP. BOARD 130TH SIDES GYP. BOARD BOTH SIDES BOARD BOTH SIDES BOARD BOTH SIDES BOARD BOTH SIDES GYP. BOARD BOTH SIDES GYP. BOARD BOTH SIDES 6' WOOD STUD 4' WOOD STUD 4' WOOD STUD 4' WOOD STUD 4" WOOD STUD ON O WOOD STUD 4' WOOD STUD SHEET FLAT SOUND ATTENUATION - SOUND ATTENUATION I' INSULATION GAP INSULATION BLANKET - BLANKET _- T.O. SLAB T.O. SLAB T.O. SLAB T.O. SLAB T.O. SLAB T.O. SLAB T.O. SLAB 7 1/4' 5 1/4' 5 1/4' 5 5/8' 8' 2 5/8' 8' 7 1/4' 5 1/4' I 3t y 4 :~3YChitectltre, p.c. o q d b o iP.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 I I j 'I Ij i U Q I i __ __ __ __ __ __ __ __ __ __ __ _ I' 5UB STORAGEILIC41TING ROOM Proposed Addition/ l -- -- -- -- -- -- -- -- -- -- 10' -3" Alteration For: North Fork Iil'I � Community A-2 Theater WEB STIFFENER (2) LAYERS V4" PLY WEB STIFFENER — — TOP OF STAGE z ------- 31 -01 EXISTING FLOOR REMAINS in MAIN LEVEL AK T IF 11 11 11 11 11 01 -01 114 I I 12700 Sound Avenue I I -_ GRADE AT EXTERIOR RAMP A-\rt Mattituck, New York 119S2 - -2' -4" cr I I S.C.T.M.# PROPOSED STORAGE co _ ORCHESTRA PIT--\ STORAGMENERSAL AREA I I 1000-I 4I-4-26 o 32.1 I I REVISIONS Hk ' I O REVISED AS PER TOWN COMMENTS DRESSING ROOMS _01 _0" O 9/7/18 REVISED AS PER TOWN COMMENTS EXISTING BASEMENT NORTI`I END -- — — — -- -ql -3" 3 12/10/18 REVISED FIELD CHANGES i BUILDING CROSS SECTION Sole: 1/4" I'-0" ®2/1212019 FIRE ALARM PLAN UPDATED A-5 THOUGH THE STAGE O O O O O j O O O r- O I O y II SEAL I II I !III I ' I i I ...w.,�-,••,-..... i i2'x4" KNEE WALL O.C. NN X101 @ 16' O.G. 2 xb@I6 O.C.L IiIl SII II II III !III it J1 t.f >� kC trrY�l � 11 I i I I I t i O I 11 JI 50 STORAGE&IGHTING ROOMA&N Imo—-- - -- -- -- lo' -3" _ __ SUB STORAGE/LIGIITING -3ROOM� r ,. 101 Copyright 20I8.STROMSKI architecture,p.c.All rights j I I j reserved.The Architect reserves the right to reproduce this i design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York _ 15'-8' State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any 111_21 41-0 other project,except by written permission of the Architect. 2) 14" LVL 2) 141 LVL PROJECT NO. I6-AR0010 TOP Olr� 50TAGE job OF ST _-- _—_. --_ - _-_ __ __ TOP AGE SCALE AS SHOWN DATE 8 7/20I8 l 1 I I I l I I I I ,_�► I _ I I " - --- 31 .01 / r -- 3) Y LVL DRAWN BY TLD CHECKED BY RS 2) 14" LV L MAIN LEVEL TITLE --- _--- - MAI4V LEVEL 0' -0" -- - - - 01 -01 -J GRADE AT EXTERIOR RAMP GRADE AT EXTERIOR RAMP Pro o s e d -- - -- - - - 1 o N - -- ---- -- -- -- -21 -4" _ \ -- -- -2' -4" I' -T - - - Z . 1 i I 1 Building Scctions co -� - - ---- - RISE: 6.94" - - RUN: II' - -- -- -- -- ORCN PIT 3'-8" MIN. i, -- -- ORCM PIT $� --- --- - -6' -7" \-F � DRESSING ROOMS r __ __ -a -0 S -01 \49F _ SHEET X5TING BASEMENT NEAR STAR T0 STAGE EXISTING BASEMENT NEAR STAIR TO STAGE 2 BUILDING SECTION Scale: 1�4" = 1'-0" 3 BUILDING SECTION Scale: 1/4" = I'-0" A-5 A-5 AT THE STAGE THROUGH STAGE AT ADDITION A - 5 T architecture, p,c. P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 IL ii I LL I I,L i L L, u -t I� y 1. -L I� Ill I I L Li!1 1-1�l LI LI L! !1 111 i It it L 1' 1!1 1 L-11 L,l� 1.111.J, 11 1111-1 LI Li 1 112, I-If LI 11 IJ L 11[l_JL 11 Ii 11 J; 111 Jj Ii JI L I[—t 1� I]d 1�1 L.A.1i J i I U. 11 L 1_Lai i� Liti 11 -, I 1 1 L;I I -I i� I Ii 1, :1 1 1_�_l d, _6 -11,'Iilla,_�I I il L_Ll 111 LLI�_Jf L �_Iil 1 1 i-j Li L 11 ii 1:1, 1 Ji IJ i 111-, 1, 11-1 1 1, 11,111 Il LI 111,il d LI J, 1�l4yj_t 1-III LL L! 1 1�m I I-1�l d LJ 11 ILI 11: 11 I, '�,'L]Li 11 L 11-LI, '�l[1 1" Ll I It L-LILJi Will 'I �:1 11 111-! � 'I II ":I[, i li� jC JJ LA 11j.1-1-LIL I�q 11 ILI l�'11 11 LJ 1,1!L 11-11 11-!] Lill'! 1!it hhij LLI�! d I I,'': 1 11 Li I I IL-11�l j 1`1 11 111- 1 fli !� iL, 11 !ILI I [I !, 'I [11 1�III L-11 ';_y11,1 _�AIIL I I --J :� L_L i I I Li 1 11 IL I L it ILI!I�Ll L ii IF_J I� 1 1_'l 1 11 L iJ I! d Ll ILL :1 cL I- Lill ij j_L 11 i�1�j i!!�J, I.J I �1_11 1111 H I! 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REVISIONS _T T 'LIT- REVISED AS PERT COMMENTS IL _1 � 1 T - L 1�-'i ��'� O 9/7/18 REVISED AS PER TOWN COMMENTS T L 'IT J, 12/10/18 REVISED FIELD CHANGES Ty T J, _J ,"ll I 1 1,1 1 1 1 1 _I LLl I L T T 'T� J Ij Ll 1 1 -1 '1 i 11 T T 4 2/12/2019 FIRE ALARM PLAN UPDATED �Y[T It 1 7 J-T_`-[ Y-FLII'LL TlT I I I Ly F'i LIT _ _ O --I T T -1 L 1.� J__ 1 1 T L I--- r = T 0 F----T- _T'I- P r2 �__7 __ -I _T- • -1 O BLDG. ELEVATION NOTES: PROPOSED ADDITON FRONT ELEVATION Scale: 114' = 1'-0' ROOF NOTES: /l2 PROPOSED 51Dr: ELEVATION Scale: 114' = 1'-0' 30 YEAR ARCHITECTURAL ROOF SHINGLES. 0 FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES RIDGE VENT - CONTINUOUS WHERE APPLICABLE 0 GABLE FASCIA NOTES: 0 I' X 8' RAKE FASCIA 12' GABLE OVERHANG 0 3/8' M.D.O. PLYWOOD SOFFIT I' X 8' RAKE FRIEZE BOARD 0 O FASCIA AND SOFFIT NOTES: I' X 8' FASCIA SEAL 2 12' OVERHANG 3/8 M.D.O. PLYWOOD SOFFIT r SIDING NOTES: CLEAR CEDAR BEVELED SIDING INSTALL -4- 4' TO THE WEATHER OVER 15LB FELT 0 PAPER. SIDING TO BE BACK PRIMED PRIOR TO INSTALLATION FOR BEST .q, PERFORMANCE. TO MATCHEX15TING RAILING NOTE: - 36' HIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED 5' ON CENTER. RAILING TO BE Copyright 2018.STROl architecture,p.c.All rights served' The Architect reserves the right to reproduce this CONSTRUCTED 50 THAT A 4' SPHERE redesign inits entirety rety or any portion thereof.Unauthorized MAY NOT PA55 THROUGH ANY alteration of these documents is a violation of the New York OPENING. State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. - 34' HIGH HANDRAIL TOP AND BOTTOM These drawings and specifications are not to be used on any RAIL WITH 5/4' BALUSTERS SPACED other project,except by written permission of the Architect. 5' ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE PROJECT NO. 16-AROOIO MAY NOT PASS THROUGH MY OPENING. SCALE AS SHOWN DATE 8/7/2018 DRAWN BY TLD CHECKED BY RS TITLE Proposed Building Elevations SHEET A - 6 x , OR :; I ✓ , iF _ 0 Vromow% _F 1 R r i a :. _h. ..� Lk . .. m .., .� .. . id ,..� - '` 6• _4 aA :•y " qq •.1J _� f chit�xcttir'M.., �.R'.c. j A. 1 7 - i APPROVED AS NOTED 0 0 101 At i > _ , P.O.BOX I254 JAMESPORT,NY I I447 = DATE: PHONE 63I 779-2832 FAX 63I 779-2833 a .. .. FEE' t BY: , j 2 8 .AM TO 4 PM FOR THE COMPLY WITH A CODES OF NOTIFY BUILDING DEPAR ffal AT NEW YORK STATE TOWN CODES MA NEW Y01%,® �T� T ■■ �' FsOUOWINC INSPECTIONS: AS REQUIRED AND ONDITIONS OF ' 2 aoU � 7JL V1 1.'FOUNDATION - TWO REQUIRED SOLITHOF0,TOWN ZBA FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING SOUTHO TOWN PLANNING BOARD a 3., 1NSULATION SOUTH TOWN TRUSTEES p 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. N.Y.S.D ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN ST0P,M VI TER R 1OFF IWlust provide PURSI'i-JIT TO Ct!APTER 36 D, J and S iS t:6t OF THE TUN CODE. NYS Energy C la- OCCUPANCY OR Proposed Addition ISE IS UNLAWFUL Alteration For: TRUSS PLaCARDlNG REQUI D ,VITHOUT CERTIFICATE North Fork OF OCCUPANCY ELECTRICAL � Community INSPECTION REQUIR I SCHEDULE OF ABBREVIATIONS 'heater ,ON _ SIGN h CLIMATIC AND GEOGRAPHIC DESIGN CEMER-LAA. A.F.F. ABOVE FSH FLOOR � / � o O 0 " � CONC ,F RP ��+T�C � B10�r � r ICE SHIELD ? � l � � O� 0 ?.6 . No f T>�plG � Sp E'1' C�C)�Z` I SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN FLOOD BM. BEAM \ FGU VON GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYIIENT w` r$ p SNOW LOAD MPH EI°FECTS REGION DEBRIS ZONE TEMPERATURE BRG. BEARING ((�� vE�� POLE 1`� �j2 �``` ` ''? t -�, £y and "rtIv0 �`+ (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED C.J. CEILING JOIST Y� /� pv i C.F.M. CUBIC FEET PER MINUTE f�� E OF Rl"r'MEW UTIIJn ! FOUND VAON. SIGN sly, m :c 0PEN1ING 6aC r"�` t +�do 1 25 130 YES YES I B SEVERED MODERATE SLIGHT TO 15 YES N/A CLOS CL05ET S® EOG 7 4 c. O TO HEAVT MODERATE G.O. CLEAN OUT O�ERwEND MIRES O ON f w o ? ��. CARBON MONOXIDE DETECTOR RS �� ACRETE 12700 Sound Avenue CSMT. CASEMENT coNC• cu 45, 0� E 00 Mattituck, New York I I952 G.T. CERAMIC TILE 7 '' " •"" * "'"� o ° ° '� D. DRYER m x PRESCRIPTIVE DESIGN METHODS D.H. DOUBLE HUNG IRVE,r NFORMAT10F1 PROVED BY: O . flp+ llnd, Irk lacc l or p/ DIA. DIAMETER FAT4-0AI�TAFI cow�url uI #� {� 1 ;�1I s~o»fo:�^ I000-I4I-4-26 0 32.1 130 MPIN WIND ZONES D.J. DECK JOIST ����42 s, � mLn � m p DN. DOWN 1 ° °�a° 5EP ' FROM PROPERV UNE �t! tr•�io�'I*�r 972 REVISIONS INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - DW. DISHWASHER �g7.�L W STEPS 4 FAMILY DWELLINGS (2015 EDITION) F.A.I. FRESH AIR INTAKE jD RnoF OVER t1ic rr011"�n Cade F.D. FLOOR DRAIN e +Off" °� PROPOSED a3s s F' ooD PORCH O REVISED AS PER TOWN COMMENTS ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS EDN. FOUNDATION 71 ?J� Z . . a PgA4EP0AENT sRE g o 12.3' �o UN W-1 AND W-2. F.J. FLOOR JOIST ,.�{ N M s FP.S.C. FIREPROOF, SELF-CLOSING U . '�,' ;• ° ° FOR REQUIRED dim 'O• MtOPA PROPERTY E �2)9/7/18 REVISED AS PER TOWN COMMENTS • 4' • • •� 251' iN SLOG. I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' FTG. FOOTING ;� _ •. '_ . .. a.o' N N SI N LOADS INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO FXD. FIXED • •• , 0 DE G �' . BAPS OF FLOOR AND ROOF DECK SHEET W-I DRAWING 3. GALV. GALVANIZED M • 3.0' { GLASS • _ ? ' I • .�'' ° ° \ ; C 0 GL. ' LIVE LOAD [LB/5QFf.] DEAD LOAD [LB/5QFT.] 2. UPLIFT CONNECTIOr)F.EQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. H.B. HOSE BIBB USE O 'd.' • ° PROVIDE 1-1/4, X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND H.C. HANDICAPPED _._ DECKS 10 DRAWINGS ON SHEET ► 2. HDR. HEADER CZ • •° • : ' • \ F,' ".� SET . 4• • ' - A ' ' z' 10 H.M. HOLLOW METAL O STK. ` �' • • f �• ° n 50 S KITCHEN SINK •.� • •. •. a A `' Z PF'Op_ UNE OFFICE 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE K. � HEAVY STORAGE g,0 10 NAILING SCHEDULES OF SHEET W-I TABLE 3.4A, 3.9A. LAV. LAVATORY • • :� �': ° S� -< BLDG. c 1 L.G. LINEN CLOSET "•' ''' ' LIGHT STORAGE 125 10 4. HOLDDOWN ANCPX,5 TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN MECH. MECH$.N1CAL ►� ® e K\:\ " �' 'R • 4 ° u (� `'��� �' G ,1.3, t 1 A�:F.+� E.' �� .1 z.o' i,..cop r,.ON 10 SHEET A-2 AND SHFrT'•I--1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE MIN. MINIMUM �1 '�'•S ' • ytoNE� y '' ''�.,��• THEATER60 a r rox. MAXIMUM l FOUNDATION AND BROUGHT U, THROUGH T<-0� SILL PLATE. ., ' „ U OOP i STAGE 150 20 MLDG. MOULDING I I ? LFAC4iIPIG� �. .40 a • " LEACHING , ° Yd00D � 5. ROOF WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET M.O. MASONRY OPENING a • , . . ;• ;• ® ° ,,1 0 200 10 O.C. ON CENTER �" • ' E ;'4• • i . ° 3.7 9 GUARDRAILS AND HANDRAILS 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS O.H. OVERHEADrn 50 i0 SPECIFICATIONS. �� • 0 GUARDRAILS IN COMPONENTS P.C. POURED CONCRETE • ° 0 3' R. RISER �I • • •�. '• '• v• ' �' • a • ' 0 a FIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE RA.D. RADIUS C7 i a' •: ° f9"1 (�,1 UPPER V3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET REF. REFRIGERATOR SURVEY OF PROPERTY • SEPTIc. ° o I W-2. REINF. REINFORCED SET 'd• TANK ° . a 10 R.F. RESILIENT FLOORING SITUA ° ��®' • •' '• •' $ J 0 STK. •.w , •Oo $$ ^' o I 8. ALL STRAPPING CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED R.R. ROOF RAFTER TT • LjAC " .: q t'" '•0 IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN 51ZE AND LENGTH BY THE S.D. SMOKE DETECTOR MHTT T V 'J3• • • Q ; a' d •' , + WIDTH OF THE SHEATING SUBSTRATE BEING USED, W. t PL. SHELF t POLE lv� I WWR. e, 'e . • ' . ° x ems 0 5H T. TOWN OF SOUTHOLD SQFT. SQUARE FEET ,• . . 2.se' « 0 T*G TONGUE # GROVE ' .` •r' !' �.'�•• :•s' •• ° 38.5' Y �adO�D BOOP S I< ®F ON µON. y T.G. TERRA COTA SUFFOLK COUNTY, NEW YORK � ' " 5 TEMP. TEMPERED GLASS •' ; T.O. TRIM OPENING S.C. TAX No. 1000- 141 -04-26 .•'oD•� ,,,: '�' '' • : FNEiAL e3 2 AIT ' - �' TYP, TYPICAL W ytO ` ]UNRs Q SEPTIC SYSTEM TIE MEASUREMENTS V.I.F. VERIFY IN FIELD 1000- 141 -04-P/0 32. 1 '� SPLIT RAIL FENCE coVER S� U ®UILO)II�G BUILDING jO i W. SHE N o W.C. WACLOSET SHED 51 Y\. SEPTIC TALK CORDER Q CORNERWD. WOOD AREA = 17,964 sq. ft. `'' 24.3 S� o INLET COVER 61' 54' SEAL W.F. WATER FOUNTAIN W.H. WATER NEATER 0.41 2 CVC. \p' S��' �P SEPTIC TANK 64' 58.5' 'ETA W.I. WALK-IN WI FABRIC o OUTLET COVER TABLE OF CONTENTS: CORRESPONDANCE: W.W.F. WELDED RE DO 00 N�®��C� COVER IN1 POOL 54.5' CO�� R� STRO1> MATT IAN C�UtC LEACHING POOL s8' so' ? AP.CHITECTURAL: OWNER: w R�S�YT � COVER 2 COVER PROJECT INFORMATION AND SITE PLAN NORTH FORK COMMUNITY THEATER P LEACHING POOL 72.5' 71.5' t -. A-0.10 CODE PLAN AND NOTES 12700 SOUND AVENUE COVER 3 p. A-0.20 GENERAL NOTES PO BOX 86 ?915` y(�' B I A-0.30 PROJECT NOTES, ABBREVIATIONS, AND ADA GUIDELINES MATTITUCK, NY 11952 A-1.00 LOWER LEVEL DEMOLITION PLAN �� A-2.00 MAIN LEVEL DEMOLITION PLAN CONTACT: MARY KALICH - BOARD PRESIDENT A-3.00 FKO'05ED LOWER LEVEL EMAIL: MO,RYMOTTOPYAHOo.coM p PROPOSED SITE PLANScn1e: 1" = Zo'-o' A-4.00 PROPOSED MAIN FLOOR A-5.00 PROPOSED BUILDING SECTIONS ARCHITECT: A-6.00 PROPOSED BUILDING ELEVATIONS Copyright STROMSKI architecture,p.c.All rights reserved.Thee Architect reserves the right to reproduce this STROMSKI ARCHITECTURE PC. s design in its entirety or any portion thereof.Unauthorized 254 alteration of these documents is a violation of the New York FIRE ALARM PLANS: P.O. BOX I State Education Law.These drawings and specifications are JAME5PORT, NY 11941 y an instrument of service and are the property of the Architect. T. 631-779-2532 T .-,n hese drawines and specifcatis are not to be used on any FA-1.00 LOWER LEVEL FIRE ALARM PLANS F. 631-77q-2833 FA-2.00 MAIN LEVEL FIRE ALARM PLANS other project,except by written percniss:on or the Architect. CONTACT: ROBERT 5TROP15K1 AIA, L.EED AP EMAIL: S,ARCHITECTUREPC@OPTIMUM.NET 77 PROJECT NO. I6-AR00I0 SCALE As Noted DATE 8/7/20I8 STRLCTJRAL CONSULTANT: DRAWN BY TLD CHECKED BY RS THOMAS D. REILLY P.E. 4 BEZEL LANE TITLE SMITHTOWN, NY 11787 T. 631-724-5740 CONTACT: THOMAS D. REILLY, P.E. EMAIL: TDRPWTDRPE.COM Project Informatioin D D� �I���IC�� a SEP - 7 2010 SHEET J. •ICOVR BUILDING CODE SUMMARY / 1; APPLICABLE BUILDING CODE I k BUILDING CODE: , 1 _ I NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE (" ys BUILDING CODE= 2015 BUILDING CODE: OF NEW YORK STATE, 2015 EXISTING BUILDING CODE OF NEW YORK STATE ORA E 1 PLUMBING CODE= 2015 PLUMBING CODE OF NEW YORK STATE ELECTRICAL CODE= 2015 ELECTRICAL CODE OF NEW YORK STATE , c7 TC 1141 E?X Ali T <c. MECHANICAL CODE: 2015 MECHANICAL CODE OF NEW YORK STATE i -7��6 S.F.-_ FIRE CODE: 2015 FIRE CODE OF NEW YORK STATE/2010 FUEL GAS CODE OF NEW YORK STATE I IVU 3 1 P.O.BOX I254 JAMESPORT,NY 11947 ADA ACCESSIBILITY: ICC/ANSI 117.1-2009 PHONE(63I)779-2832 FAX(63I)779-2833 ENERGY CODE= 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE I , -� 1 ' 1 ' 2015 IBC EXISTING BUILDING CODE CHAPTER 5 - CLASSIFICATION OF WORK i I 1 1 a I A TWO ALTERATION OF AN EXISTING BUILDING. ALL PROPOSED WORK AREAS TO MEET WITH MAX TRAVEL DIST E f 3' (504) PROPOSED WORK SHALL BE CONSIDERED LEVEL CHAPTER E5. ALTERATION5 - LEVEL TWO. BUILDING ONLY SERVES ONE SINGLE TENANT. 1 1 CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION I USE CLASSIFICATION (301): LOWER LEVEL FIRST FLOOR SECOND FLOOR LOFT 1 A-I - ASSEMBLY GROUP A-I (303.2) 2,431 S.F. (01.1X) 3,176 S.F. (915X) 262 S.F. (25.3X) 5-1 - MODERATE-HAZARD STORAGE GROUP 5-1 (311.2) 566 S.F. (18.9X) 0 S.F. (0X) 776 S.F. (74.7X) BOOTH B - BUSINESS GROUP B (ACCESSORY TO A-1) (304.1) 0 S.F. (0X) 65 S.F. (2X) 0 S.F. (OX) [7 TOTAL 2,997 S.F. (100X) 3,241 S.F. (100X) 1,036 S.F. (100X) i2-ONTROU =3 g� (506.3.1) ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES SUBSIDIARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. AGGREGATE ACCES0 VALUES OCCUPANCIES IN TABLE 503, WITHOUT HEIGHTAREA EINCREASI INCREASES ACCORDANCE WITH SECTION 504THE AREA OF T14E STORY IN 1AND 506 FOR SUCH ACCESSORY OCCUPANCIES.C14 THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS SECOND FLOOR LOFT REIT PLAN Scale= 1/8' = 1'-0' Proposed Addition/ -0.10 EXISTING TO REMAIN Alteration For: E HEIGHT AND AREA= j' I SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS North Fork MAXIMUM ALLOWABLE AREA AS PER TABLE= 506.2 t 504.4 a}: 504.3 M05T RESTRICTIVE ASSEMBLY GROUP A-I - 16,500 S.F. (2 STORY) 60' HEIGHT � ] Conimunlf'17 CHAPTER 6 - TYPE OF CONSTRUCTION. t1`� \ `� BOX OFFICE Theater V RATING of CONSTRUCTION ELEMENTS OF: EXISTING CONSTRUCTIOI: TYPE V-B kQ/`� h55, ROPOSED STAIR co =I ENCLOSURE TO HAVE 1 I � ONE-HOUR FIRE RATED THE FOLLOWING LIST OF STRUCTURAL ELEMENTS AND THEIR RESPECTIVE FIRE RATINGS TAKE PRECEDENCE OVER ALL DETAILS IN THE DRAWINGS AND ALL SV l REQUIREMENTS OF THE SPECIFICATIONS. IF A CONFLICT EXISTS BETWEEN THI5 LIST, THE DRAWINGS AND/OR THE SPECIFICATIONS, THE CONTRACTOR SHALL CALL OFF STAGE STORAGE PARTITIONS IT TO THE ATTENTION OF THE ARCHITECT. IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING ANY RATINGS, THEY SHALL REQUEST A CLARIFICATION BEFORE BEGINNING THE WORK. 100CONSTRUCTION CLASSIFICATION (TABLE 601) / \1�V154 S.F.E3UILDINIG ELEM T FIRE RATING I 12700 Sound Avenue � 15 - 0-HRE S MAX TRAVEL D►--- ---- 9z' Mattituck, New York I I952 BSERI�NG WALLS � --------- -- - -- - - -------------'---------�_-=---�-_—_ ------- --- S.C.T.M.# EXTERIOR 0-HR ' 1 INTERIOR 0-HR 1000-141-4-26 p/o 32.1 NONBF�RING WALLS AND PARTITIONS EXTERIOR 0-HR 5:_0+ � NONBEARING WALLS AND PARTITIONS INTERIOR 0-HR FLOOR CONSTRUCTION MIN. § INCLUDING SUPPORTING BEAMS AND JOISTS 0-HR " ' REVISIONS ROOF CONSTRUCTION I INCLUDING SUPPORTING BEAMS AND JOISTS 0-HR 'I ' �1�' hk- 15 l�, ,��,, ��� I �O REVISED AS PER TOWN COMMENTS Li 0 CONS SSIONS -- (� fl CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES - - ---------- - —233 S.F. T . qq AN AUTOMATIC SPRINKLER PROTECTION SYSTEM WILL BE PROVIDED AS PER SECTION CHAPTER 9 OF 2015 IBC 4 2015 IFC. =16 I q73 F. i o 1 A FIRE ALARM SYSTEM AND DETECTION SYSTEM WILL BE INSTALLED PER SECTION 907. iIi , 0 v ili —1 =65 = o _ - ----- - _-- 151 - --- � < o CHAPTER 10 — MEANS OF EGRESS w I , o T 1 OCCUPANT LOAD (TABLE 1004.1.2) j I i�; 1 O -I 1� FLOOR AREA NET AREA/ DEo IGN ACTUAL o USE PER OCCUPANT GROSSAREA OCCUPANT LOAD OCCUPANT LOAD COMMENT'S �D� BA N.. 1' 1 - --____ _-___- m (S.F.) 136 5.!=1 ASSE &T GROUP A-I USE IUU O GENERAL FIXED SEATING AREAS N.A. N.A. 1W 1W ' '' O I I) � OFF STAGE STORAGE� lii - O STAGE 15 NET 973 S.F. 65 65 STAGE AND PLATFORMS - :`1OFF STAGE STORAG , -; ----- ----------------' ---= (LOW HEAD HEIGHT) >,, O RE 4EARSAL/ORCH. PIT 15 NET 776 S.F. 52 53 UNC:ONCENTRATED TABLE AND CHAIRS 2 WAIN LEVEL EXIT PLAN Scale: 1/8' = 1'-0' OFF STAGE AREA LOBBY/ CONCESSIONI WAITING 15 NET 4€57 S.F. 33 34 -0.10 PROPOSED (ELEC. PANEL ACCESS)-- O a DRESSING ROOMS 50 GRO55 774 SF. 16 17 SIMILAR TO LOCKER ROOM USE l o BATHROOM 100 GROSS 270 SF. 3 5 O 0 STORAGE GROUP 5-1 MODERATE HAZARD 3 MECHANICAV STORAGE AREAS 300 GROSS 611 S.F. 3 3 ' SEAL B BUSINESS OFFICE USE STAIR ENCLOSURE DRESSING RM. MECHANICAL STAIR ENCLOSURE RED Ah, BOX OFFICE 100 GR(�S 65 S.F. I I -PROPOSED STAIR Al 70 S.F. _ 346 S.F.__ 45 5.F. 120 S.F. ENCLOSURE TO HAVE ��`' �S srR 50 2 50 7 300 =1 50 =3 ONE—HOURPARTITIONFIRE RATED " . TOTAL 341 346 NOTES. I ;t city I. BUILDING EGRESS CALCULATED USING DESIGN OCCUPANT LOAD PER SECTION 1004 TABLE 1004.1.2. MEN'S BATH 2. ACTUAL NUMBER OF OCCUPANTS ARE CALCULATED BASED ON FACILITY OPERATIONS S.F. I - --�-- 54 S.F. =2 0F���\� 3. STORAGE/ MECHANICAL - INCLUDE MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE ROOMS AND CONTROL BOOTH 47 S 1 4. OCCUPANT LOAD 15 BASED ON FACILITY OPERATIONS =1 I 5. UNLISTED FUNCTIONS WERE CHOSEN BASED ON SIMILAR USE 100 EXIT REQUIREMENTS: o o , �e ®MAAVEL I5 ANCE ' Copyright 20I8.STROMSKI architecture,p.c.All rights I 1 ` reserved.The Architect reserves the right to reproduce this LADIESBATH -I ......■ ! design in its entirety or any portion thereof Unauthorized SIZE OF DOOR (1010.1.1) — 32' MIN CLEAR 1 1 alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are COMMON PATH OF EGRESS TRAVEL (1006:2.1) - 75' WITH SPRINKLER MAX. 113 S.F. =2 --__ _______ ______ _ `1 I an instrument of service and are the property of the Architect. G I ----g --------- -------- 1 These drawings and specifications are not to be used on any 100 ' - other project,except by written permission of the Architect. ARRANGEMENT OF EXIT DOORS OR EXIT ACCESS DOORWAYS (1016) - 1/3 LENGTH OF DIAGONAL MAXIMUM TRAVEL DISTANCE (1017.2) - OCCUPANCY 'A-I' = 250' w/ AUTOMATIC SPRINKLER SYSTEM CORRIDOR WIDTH (1020.2) - MINIMUM CORRIDOR WIDTH - 44' ' 777 PROJECT NO. I6-AR00I0 DEAD ENDS (1020.4) - GROUP 'A-1' DEAD END CORRIDORS SHALL NOT EXCEED 20' -I USE SEPARATED ORCH.,SPIT _ REQUIRED EXITS (1006) - 1-500 OCCUPANTS = 2 EXIT REQUIRED (2 EXITS PROVIDED FOR LOWER LEVEL AND MAIN LEVEL) r,.-, FROM A-1 USE WITH A 1 REHEARSAL SCALE As SHOWN DATE 8/7 2018 I ' n o _____ ONE-HOUR FIRE�ATED ----- C'' REQUIRED EXITS (1006) - 49 OR LESS OCCUPANTS (EXISTING SECOND STORY LOFT) = I EXIT REQUIRED (I EXIT PROVIDED LES THAN 75' TRAVEL DISTANCE) BATH O S.F. = a � �PARTTi•� 232 5.1'.1_16 DRAWN BY TD CHECKED BY RS 32 S.F. 50 CHAPTER 29 - PLUMBING SYSTEMS 100 1 1 STORAGE 15 11 544 S.F.= TITLE ASSEMBLY A-I USE M 15 37 RE551N MINIMUM PLUMBING FIXTURE REQUIRED (TABLE 2902.1) � ----�--------+-------- . EEE I DEIGN OCCUPANTS 341 143 S.F. =3 1 566 S.F. 1 1 ProL4 osed Exit WATER CLOSETS LAVATORIES DRINKING FOUNTAINS OTHER 50 i 300 2 I DRESSINGRM.� Building Plans I PER 125 MALES I PER 200 MALE I PER 500 I SERVICE SINK T I I PER 65 FEMALES I PER 200 FEMALE �- 2 REQUIRED FOR MALES I REQUIRED I REQUIRED I REQUIRED 3 REQUIRED FOR FEMALES DRESSING RM. ' - I EXISTING FOR MALES PLUS 2 UN15EX 145 S.F. _3 I URINAL EXISTING FOR MALES I EXISTING FOR EACH PLUS I UNISEX I WATER COOLER I EXISTS AND I PROVIDED 50 - - - - SHEET 2 EXISTING FOR FEMALES PLUS 2 UNISEX EXISTS UNISEX TOILET 4 BATHING ROOM (1109.2.1) - I QTY UNISEX TOILET PROVIDED A - 0010 NOTES: I. BUILDING PLUMBING FIXTURE REQUIREMENTS CALCULATED USING DESIGN OCCUPANT LOAD. I LOWER LEVEL EXIT PLAN Scala: 1/8' 1'-0' -O.iO PROPOSED __ ........................ _..... ......................... .................... .. ....... �: 6 $ 3Lg ''{{ f .. 4> .. � s 3r g � 'x,> xf.d ., .. ., •_ x; r' Br �{ 2to 4 � i $,' _... a ik.,.m 9�t'.lam, ..w „n. .... ,. :.. ' ..8 ..... .. .... • & a., a'w9 i >„ w + tr »=Y <.m. ,. ... , � „, , '''' S" .. I. ALL FORK SHALL COMPLY WITH APPLICABLE FEDERAL 30. ALL FIRE EXITS 514ALL BE KEPT CLEAR AND ACCESSIBLE AT AND LOCAL MUNICIPAL BUILDING CODES AS 6'+I.ELL AS ALL TIDIES. 51. THE CONTRACTOR SPAM ASSURE THE FULL RESPONSIBILITY FOR THE I. SEE ENGINEER'S DRAINING FOR ALL CIRCUITING AND RELATED ... k,,.. I. FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN 9 INSTALLATION OF ALL TRADE CONTRACTS ASSIGNED BY THE CLIENT THE FIELD BY THE ARCHITECT OR OWNER'S REPRESENTATIVE WORK' ANY AND ALL REGULATORY AGENCIES INCLUDING BUT , %€ e NOT LIMITED TO ANSI OSHA ETC. GENERAL NOTES S 31. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB 517E INCLUDING GENERAL CONDITIONS, OVERHEAD AND PROFIT. , TO, , , DURING CONSTRUCTION. PLUS CONTRACTOR TO HAVE PR OR TO COMDII3JCEf 1EMT OF AN WORK. 2. IF APPLICABLE, THE CONTRACTOR SHALL INSTALL LOCALLY s SMALL APPLY TO ALL DRAWINGS. , i , APPROVED FIXTURES ONLY. PROPER MEDICAL EMERGENCY KIT AVAILABLE AT JOB SITE 52. ALL CONTRACTORS WORK SMALL BE PERFORMED IN A 2. THE GENERAL CONTRACTOR SHALL LAYOUT PARTITIONS 2. THE TERMS 'CONSTRUCTION CONTRACTOR' 'GENERAL PER ALL APPLICABLE CODES AND REGULATIONS. FIR5T-CLASS, SKILLFUL MANNER, MATCHING AND ALIGNING ALL STARTING FROM CONDITIONS WHERE ALIGNMENT WITH 3. ELECTRICAL CONTRACTOR SHALL DISCONNECT CONNECT CONTRACTOR, G.C., CONSTRUCTION MANAGER/ SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT , , _ I` NCD_ . �„ 35. THE GENERAL CONTRACTOR SHALL BE RESPOFISIBLE FOR APPEARANCE. CONTRACTOR SHALL GLEAM ALL SURFACES FREE OF EXISTING CONSTRUCTIONS IS SHOWN. AND PROVIDE NECE55ARY ELECTRIC RUNS IN ORDER TO i 1 MANAGEMENT' AND 'CONTRACTOR' SMALL BE ; 3 architecture, c, UNDERSTOOD TO BE THE SAME UNLE55 SPECIFICALLY MAINTAINING THE CLEANLINESS OF T44E WORK AREA AND ; ALL DIRT AND RERUSE CAUSED BY DEBRIS FROM ALL INSTALLATION 3. ALL WOOD SPECIFIED AND/OR USED ON THIS PROJECT, CONFORM WITH NEW PLAN. , NOTED OTHERWISE. THE AREAS INVOLVED IN THE DELIVERY OF THEIR MATERIALS. � TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES TO THEIR SMALL BE FIRE RESISTANT MATERIAL IN ACCORDANCE WITH WORK SHALL BE LEFT AS THEY APPEAR PRIOR TO THE 4. SWITCHES, DUPLEX OUTLETS, COVER PLATES AND FLOOR 36. GENERAL CONTRACTOR 15 RESPONSIBLE TO CLEAN UP ' ALL APPLICABLE CODES. 1 MOUNTED OUTLETS SHALL BE INSTALLED BY COMPETENT i COMMENCEMENT OF THE CONTRACTORS WORK TO BE DOME. �p y�p 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL JOB � n c e' A MEr" ,MIG; IN A FIRST CLASS MANNER. P.O.BOX I254 JANIESPOKT,NY II947 CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO AICD REDIOVE FROM THE PREMiSE5 ALL WASTE MATERI" RUBBISH, CONTRACTOR SHALL PROPERLY PROTECT ALL ADJACENT SURFACES 4. WERE A PARTITIN. MEETS THE WINDOW MULLION, PFSCYIDE I PHONE(63T)779-2832 FAX(631)779-2833 CONSTRUCTION, AND A5 ANTICIPATED OR IMFER�:D € DpITLAptu S, ANI? SELVAGES AS GENERATED BY THE COil5TRUCTION, DURING THE COURSE OF V15 INSTALLATIO14. ALL NEW AND A CG't4TIN000S COMPRESSIBLE FILLER STRIP. A � � 1 c 5. EXCEPT AS NOTED, ALL ELECTRICAL AND VOICE/DATA WALL PRIOR TO PRICING OR BIDDING. DEMOLITION AND/OR THE DELIVERY AND INSTALLATION OF ANY EXISTING GLASS, HARDWARE, AND/OR CONSTRUCTION SHALL BE SOUNDPROOFING FILLER PANEL SHALL BE USED INSIDE THE OUTS ARE TO BE MOUNTED AT 15' A.F.F. TO THE ( PRODUCTS, MATERIALS, OR EQUIPMENT WHICH IS PART OF THEIR THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE THE METAL CONVECTOR ENCL05URE TO PREVENT SOUND CONTRACT OR SUPPLIED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS i BOTTOM OF 714E OUTLETS. REFER TO ELECTRICAL PLAN FOR 4. 5TRODISKI crchitecture, p.c., HEREINAFTER REFERRED TO TRANSMISSION. I ADDITIONAL INFORMATION. 1 AS 'ARCHITECT' SMALL BE NOTIFIED OF ANY CONTRACTOR.iAND SPECIFICATIONS REGARDING THE LOCATIONS AND EXTENT OF i y DISCREPANCIES OR OMISSIONS WHICH WOULD 6 BEING OR GROUNDS, AS WELL AS ANY STRUCTURAL STEEL OR 5. ALL METAL TRIMS ON GYPSUM BOARD PARTITIONS SHALL BE INTERFERE WITH THE SATISFACTORY COMPLETION OF 37. GENERAL CONTRACTOR 15 RESPONSIBLE TO THOROUGHLY METAL ANGLES AS MAY BE REQUIRED INSIDE WALLS FOR THE TYPE X200 SERIES AS MANUFACTURED BY U.S. GYPSUM OR ' 6. IF OUTLET DIMENSION CALLS FOR MORE THAN. 24' A.F.F. THE WORK PRIOR TO THE START OF ANY AND ALL VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL FLOORING, PURPOSES OF SUPPORTING MILLUWORK. THE GENERAL EQUIVALENT. OUTLETS (WITH EXCEPTION OF WALL TELEPHONE OUTLETS) ' MILLWORK, ETC, AND UNCOVER AND VACUUM OUT ALL CONTRACTOR ALL ENSURE THAT THE COSTS OF SUCH BLOCKING, SMALL BE MOUNTED HORIZONTALLY. SH WORK' CONVECTOR UNITS AFTER THE INSTALLATION IS COMPLETED, AND GROUNDS, AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE b. ALL GYPSUM BOARD PARTITIONS SHALL BE PROPERLY ' 1 CARPENTRY OR ARCHITECTURAL METALS SUBCONTRACTORS' 1 7. GEMTERLINE-TO-CENTERLINE DIMENSIONS OF ANY OUTLET 1 5. THE CONTRACTOR SHALL HAVE HAD EXPERIENCE ON 1 MAINTAIN CONDITION THROUGH THE TENANTS MOVE IN. THE ENTIRE � AT LEAST THREE PROJECTS INVOLVING QUALITIES AND I POST-CONSTRUCTION SITE IS TO BE DUST FREE AND ALL STAINS SCOPE OF WORK. 7. GYPSUM BOARD AT TOILETS, AROUND PANTRY SINK AND PAIR SHALL NOT EXCEED 61. COMPLEXITIES AT LEAST EQUAL TO THOSE REQUIRED REMOVED FROM ANY FLOORING, WALLS AND/OR CEILINGS. OTHER WET AREAS TO BE WATER-RESISTANT TYPE, EITHER ? i r UNDER ALL DIVISIONS DETAILED IN THESE DRAWINGS. ' 53. BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE �¢,' THICK WATER RESISTANT GREEN BOARD OR APPROVED b ALL BACK-TO-BACK OUTLETS IN ADJOINING ROOMS TO BE 1 35. GENERAL CONTRACTOR 15 RESPONSIBLE TO PROTECT, AS REQUIRED, SHALL NAVE ACCESS TO THE DEMISED PREMISES AT ALL STAGGERED. ALL TENANT OCCUPIED AREAS WHERE FINISH WORK OR GENERAL EQUAL. 6. ALL CONSTRUCTION LABORERS PERFORMING UNDER TIMES, AND TO 714E FACTORY OR SHOP OF ANY OF 714E q. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THIS WORK SHALL BE SKILLED WORKERS WITHIN THEIR CONSTRUCTION IS TO BE PERFORMED. GENERAL CONTRACTOR TO SUBCONTRACTORS. 8. GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR TAPING I INSTALL ADEQUATE PROTECTION OF BUILDING PAPER,MA50NITE, OR AND SPACKLING [ 3 COATS MINIMUM] ON ALL GYPSUM WORK NECESSARY TO COMPLETE CORE DRILLING AND RESPECTIVE TRADES. ; 0�� APPROVED MATERIAL ON ALL FINISHED SURFACES AS 54. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE ( ) I ELECTRICAL 1400KUP, PATCHING, ETC., INCLUDING ALL WORK 7. ALL WORK WNET44ER SHOWN OR IMPLIED UNLESS DIRECTED BY THE ARCHITECT PRIOR TO 114E OWNER'S MOVING DATE BOARD, AS WELL AS PATCHING AND REPAIRING ALL WALLS, IN LANDLORD'S OR OTHER TENANT'S SPACE. ALL CORE I REMOVED UPON DEMAND AND WORK SHALL BE CEILINGS AND COLUMNS TO REMAIN AS EXISTING. SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED AND SMALL REMOVE SAME FOLLOWING COMPLETION OF THE MOVE. RECONSTRUCTED AS APPROVED BY THE ARCHITECT OR T14E ' DRILLING SHALL BE ACCOMPL15MED DURING STATED BUILDING i a FULLY UNDERSTOOD IN ALL RESPECTS BY THE OWNER AT T11E CONTRACTOR'S SOLE EXPENSE. q. G.C. AND ALL SUBCONTRACTORS TO PROVIDE ACCESS APPROVED (WORKING HOURS. CONTRACTOR SMALL VERIFY GENERAL CONTRACTOR, AND THEY WILL BE i 3q. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR DOORS FOR ALL PLUMBING, ELECTRICAL, MVAC, ETC. AS AND CONFORM TO 71405E HOURS WHEN WORK IS REQUIRED. 1 RESPONSIBLE FOR ANY MISINTERPRETATIONS OR ALL CASTS INCURRED FOR DAMAGES CAUSED BY THEIR 55. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING REQUIRED TO ACCESS EQUIPMENT OR CONTROLS. LOCATIONS j 1 SUBCONTRACTORS. € WIT THE BUILDING MANAGEMENT THE USED OF ELEVATORS 10, SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED CONSEQUENCES THEREOF FOR ALL WORK ON ALL TO BE APPROVED BY THE ARCHITECT. ? VOICE/DATA OR ELECTRICAL OUTLETS FOR ANY REASON OR OTHER HOISTING FACILITIES FOR HANDLING MATERIALS. 11,E CONTRACTOR SHALL NOTIFY THE ARCHITECTS FIELD DRAWINGS. 1(1 40 11, ALL WORK SHALL CONFORM WITH E REQUIREMENTS of 114E LOCAL 10. ALL DOORS TO BE UNDERCUT TO §� ' ! Proposed Addition/ 8. GENERAL CONTRACTOR SMALL REVIEW AND FAMILIARIZE € ZONING CODES, NATIONAL ELECTRIC CODE,N.F.P.A RECOMMENDATIONS, € 56• A COPY OF THE LATEST SET OF CONSTRUCTION DRAW?NGS A.F.F. UNLESS OTHERWISE NOTED. REPRESENTATIVE FOR APPROVAL OF ALTERNATE LOCATION ( Alteration For: THEMSELVES WITH THE GENERAL. NOTES AND OSHA, A.D.A. AND ALL OTHER APPLICABLE CODES; RULES AND i SHALL BE KEPT AT T14E JOB SITE FOR REVIEW BY THE ( PRIOR TO THE START OF ANY WORK. j SPECIFICATIONS DRAWING AND DETERMINE WHICH REGULATIONS ALL IN THEIR LATEST EDITION OF ALL AUTHORITIES ARCHITECT AND AUTHORITIES HAVING JURISDICTION OVER 11, ALL DOORS SMALL HAVE DOOR STOPS ; II. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE MOTES APPLY DIRECTLY TO T14EIR RESPONSIBILITY. 14AVING AND(SDICTION OVER REGULATIONS OF BUILDING MANAGEMENT. OF THE THE pRpJEGI, AND BUMPERS OR SILENCERS. DOOR STOPS TO BE FLOOR INSTALLATION AND HOOKUP OF ALL ELECTRIFIED RACEWAYS North Fork EACH SUB-TRADE WILL BE RESPONSIBLE FOR MOUNTED TYPE, UNLESS OTHERWISE NOTED. I THROUGH THE SYSTEMS FURNITURE AS SPECIFIED. IT WILL REVIEWING T14E ENTIRE SET OF DRAWINGS AND NOTING 57. ALL REQUISITIONS FOR PAYMENT FROM THE CONTRACTOR { THEIR WORK AS APPLICABLE. ALL WORK INDICATED OR i 41• SELECTION of SUBCONTRACTORS IS SUBJECT TO 114E TO 111E OWNER SHALL BE SUBMITTED TO 714E ARCHITECT 12. ALL LOCK SE-T5 SHALL BE MASTER KEYED AS REQUIRED BY BE 714E GENERAL CONTRACTOR'S RESPONSIBILITY TO Community i HE FOR PRIOR APPROVAL. THE BUILDING MANAGEMENT. SEE R DOOFAMILIARIZE THEMSELVES WITH 714E SYSTEMS FURNITURE INFERRED ON THE DRAWINGS WILL BE ACCOUNTED AND OWNER'S REVIEW PRIOR TO AWARDING OF CONTRACT- T ; 1 INCLUDED IN ALL CONTRACTORS' COSTS. 1 GENERAL CONTRACTOR MUST SUBMIT A LIST OF THEIR l SCHEDULEMARDWARE SCHEDULE FOR INFORMATION. SPECIFIED AND ALL ELECTRICAL WORK RELATED TO VAT 1 PROPOSED SUBCONTRACTORS WITH THE SUBMISSION OF 50. SUBSTITUTIONS FOR MATERIALS, METHOD AND/OR SEQUENCE OF SYSTEM. G ' THIS BID AS WELL AS EVIDENCE THAT THOSE CONSTRUCTION SMALL BE REV154ED WITH THE ARCHITECT,TE RANT 13. GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL, WHERE I Theater 9. G.C. SHALL BE RESPONSIBLE TO PICK UP THE i 1 12. DO NOT INSTALL VOCE/DATA AND ELECTRICAL FLOOR BUILDING PERMIT AT THE BUILDING DEPARTMENT £ SUBCONTRACTORS REQUEST TO BE AFFORDED THE I AND OWNER PRIOR TO AW,RDING OF THE CONTRACT SAND ALL SUCH INDICATED, (2) SHELVES AND CHROME HANG ROD IN ALL 1 F OFFICES AND PAY ALL OUTSTANDING FEES, UNLESS OPPORTUNITY TO BID HAVE NAD THAT OPPORTUNITY AND SUBSTITUTIONS MUST RECEIVE WRITTEN APPROVAL FROM THE COAT CLOSETS. HANG RODS SHALL BE V-2' ABOVE OUTLET COVER PLATES UNTIL CARPET IS INSTALLED. Ol NERWISE MOVED. HAVE RESPONDED. ! ARCHITECT/OWNER AND/OR TENANT. FINISHED FLOOR AND 12' MIT FROM WAIL; � 1 ,HELVES EN ER 13. NO FLOOR. OR WALL POWER OUTLETS SHALL BE CONNECTED I BE Ib' DEEP, 12' APART, 3' ABOVE ROD. PROVIDE CENTER TO LIGHTING CIRCUITS. 10. G.C. SHALL PROVIDE ALL THE DRAWINGS, COMPLETED 42. ALL WORK, AS EITHER IMPLIED OR REASONABLY INFERABLE FROM t 5q. THE ARCHITECT AND THE OWNER RESERVE 714E RIGHT TO SUPPORT BRACKETS WHEN SHELVING IS 3'-6' OR LONGER, ; PAPERWORK AND CERTIFICATES OF INSPECTION AND THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, LET OTHER CONTRACTORS WORK ON THE PROJECT. T14E UNLESS OTHERWISE NOTED. SHALL PERFORM ALL THE CONTROLLED INSPECTIONS 1 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL DRAWINGS 1 GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR COORDINATION 14. PROVIDE TAMPERPROOF CIRCUIT BREAKER CLAMPS ON ALL AND SPECIFICATIONS ARE DIRECTED TO T AS REQUIRED FOR BUILDING DEPARTMENT SIGN OFF. HE ATTENTION OF THE OF SUCH WORK AND ESTABLISHING SCHEDULES FOR AILL TRADES; 14. ALL CLOSET SHELVES SHALL BE BiRCN VENEER WIT14 CLEAR DEDICATED CIRCUIT BREAKERS. CONTRACTOR AND THE INCLUSION OF ANY WORK BY MENTION, THEY SHALL AFFORD OTHER CONTRACTORS REASONABLE LACQUER FINISH HARDWOOD EDGE UNLESS OTHERWISEIl. UPON COMPLETION OF THE JOB, THE GENERAL NOTE, DETAIL, ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS OPPORTUNITY FOR THE INTRODUCTION AND STORAGE,OF THEIR 15. GENERAL CONTRACTOR SMALL REVISE AND UPDATE LABELS CONTRACTOR SHALL SUBMIT CERTIFICATES ON 1 THAT T14E ' 'CONTRACTOR PROVIDE AND INSTALL SAME. ALL ! MATERIALS AND THE EXECUTION OF T14EIR WORK. NOTED. FOR ALL CIRCUIT BREAKFRS AT All ELECTRICAL CLOSETS IDN (2700 Sound Avenue INSPECTION AND A CERTIFICATE CF SUBSTANTIAL � WORK PERFORMED SMALL INCLUDE ALL AP;'URT��NCES AND 1 114c PROJECT. COMPLETION A.I.A. DOCUMENT $6G-704 INCLUDING AFFARA i 3 NORIVLLY DEEMED TO BE A PART OF A COMPLETED 160. THE C 4TRACTOR SHALL BE RESPONSIBLE FOR ALL OF f5. CONTRACTOR SMALL FUM,MW i AMID INSTALL FIRE RETARDANT ArcDAP�'T ( ) , i , BLOCKING IN CEILINGS OR PARTITIONS AS REQUIRED, WHERE 16. VOICE/DATA FLOOR AND WALL OUTLET BOXES SHALL BE Mlttitu�lC, New ork 11952 ALL AS-BUILT DRAWINGS. PACKAGE W!T14LN THE DEFINITIONS OF NORMAL INDUSTRY THEIR OWN' SECURITY, TEMPORARY HEAT, WATER, WALL MOUNTED EQUIPMENT OR CABINETRY IS INDICATED, a ] 1 STANDARDS. ELECTRICAL POWER, LIGHTING, AND HOISTING. IF NEEDED CAPABLE OF FULLY HOUSING 714E VOICE/DA•T,. COMPANY'S S.C.T.M.# 12. 714E GENERAL CONTRACTOR SHALL SUBMIT IN WRITING COORDINATE THESE SERVICES WITH THE BUILDING BLOCKING TO BE SIZED ACCORDINGLY TO THE WEIGHT. ALL PROPOSALS FOR ACTOR SMALL WORK TO T}{E 43. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE MANAGEMENT. I PREWIRED AD ND O_CONNECTORS BOTH FOR SINGLE LIME I Ib. THE GENERAL CONTRACTS IS RESPONSIBLE TO PROVIDE 1 EXTENSIONS AND FOR CALL DIRECTORS. i I000-IMI-4-26 p/o 32.I ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL. NO i PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED I 17. WHERE EXPOSED CONDUIT OR SURFACE-MOUNTED WIREMOLD WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION ALL ACCEPTED MET14ODS OF SAFETY PRACTICE AND PROVIDE ALL 61, ALL CONTRACTORS SHALL SUBMIT ALL 5140P DRAWINGS FOR I } REVISIONS TO PROCEED IS RETURNED TO THE GENERAL FENCES, BARRICADES, ETC., AS MAY BE NEEDED TO PROTECT LIFE APPROVAL TO THE ARCHITECT PRIOR TO COMMENCEMENT OF FOR THE INSTALLATION OF WINDOW BLINDS, DRAPERIES, I CONDUIT HAS BEEN SPECIFIED THE CONDUIT SHALL BE RUN I I CURTAINS, MILLWORK AND ANY HANGING OBJECTS AS IM CORNERS OR ON SIDE OF COLUMNS IN A NEAT AND AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING WORK. SHOP DRAWING SUBMITTALS SHALL BE IN THE FORM OF i t CONTRACTOR. 1 JURISDICTION OVER THI5 WORK.TI4EY SHALL REPAIR, AT THEIR OWN (4) BLACK AND WHITE PRINTS OF EACH DRAINING. APFROVAL OF REQUIRED' 1 ORDERLY WAY USING qO DEGREE CORNERS RUNNING COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED SHOP DRAWING SHALL INDICATE ONLY THAT SUCH DRAWINGS 1 PARALLEL TO WALLS, COLUMNS, BEAMS AND OTHER O REVISED AS PER TOWN COMMENTS 13. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT , 17. WHERE METAL AND GLASS PARTITION IS SPECIFIED G.G. 1 , j CONDUITS TO ABOVE HIGHEST POINT OF BASEBOARD TO ALLOW OTHER CONTRACTORS TO PERFORM WORK I BY THEIR OPERATION. 1 GENERALLY EXPRESS 714E INTENT OF 714E CONTRACT DOCUMENTS SMALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF # AND WALL NEITHER BE CONSTRUED AS A COMPLETE CNECK MDR CONVECTOR, AT WHICH POINT CONDUIT IS TO RUM O 9/7/18 REVISED AS PER TOWN COMMENTS IN CONNECTION WITH 114E PROJECT. T14E GENERAL I FLOOR SLAB AS MAY BE REQUIRED FOR A PLUM., LEVEL HORIZONTALLY TO ACTUAL LOCATION OF OUTLET AS CONTRACTOR SHALL BE RESPONSIBLE FOR 44. THE CONTRACTOR SHALL FAXIILIARIZE THEMSELVES WITH THE 1 RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR QUANTITIES AND INSTALLATION. DIMENSIONED ON PLAN. COORDINATION OF WORK AND ESTABLISHING PROJECT THROUGH INSPECTION OF THE 51TE,DRAWLNGS, AND DIMENSIONS, ALL CONTRACTORS SHALL SUBMIT CUTS, SAMPLES AND ,O SCHEDULES FOR ALL TRADES, SHALL AFFORD SPECIFICATIONS, 50 AS TO THOROUGHLY UNDERSTAND THE WORK. FINISMES FOR WRITTEN APPROVAL PRIOR TO OROERIW,OR 15, AT ALL LOCATIONS WHERE NEW ELECTRICAL AND 1 1 OTHER CONTRACTORS REA`4:,'�LABLE OPPORTUNITY FOR ANY AND ALL DISCREPANCIES AND OMISSIONS SMALL BE REPORTED FABRICATION. ; IEf. G.C. SHALL COORDINATE WITH THE ELECTRICAL AND O THE INTRODUCTION AND STORAGE OF THEIR MATERIALS VOICE/DATA OUTLETS OR ANY OTHER TYPE OF DEVICE IS TO MILLWORK CONTRACTORS TO PROVIDE CUTOUTS IN FIELD AS 1 TO THE ARCHITECT PRIOR TO COMMENCEMENT fENCEMElNT OF ANY WORK. IT IS INSTALLED AT EITHER CORE WALL COLUD1N5 AND/OR REQUIRED FOR EXTENSION OF ELECTRIC OUTLETS CABLES AND EQUIPMENT AND THE EXECUTION 114E T14EIR THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT 1 62. T14E OWNER RESERVES THE RIGHT TO MAKE CHANGES 14, PERIMETER WALLS THE GENERAL CONTRACTOR AND THEIR ' ' ' 1 O I 1 ETC. INTO CABINETWORK AS SPECIFIED. y�K• DISCREPANCIES OR OMISSIONS ARE REPORTED AND T14E DRAWINGS AND SPECIFICATIONS AS THE WORK PROGRESSES. DRYWALL SUBCONTRACTOR ARE TO INCLUDE FURRING OUT I CLARIFICATION OBTAINED FROM THE ARCHITECT PRIOR TO WORK BULLETINS, CHANGE ORDERS, DRAWINGS, SPECIFICATIONS OR THOSE CORE WALLS AND COLUMNS AS NEEDED U51NG Iq. 711E ELECTRICAL CONTRACTOR SHALL INCLUDE AND a O 14. CONTRACTOR SHALL SCHEDULE ALL WORK TO I BEING DONE. AMY WORK THATES PROCEEDS OTHERWISE SMALL BE, IF INSTRUCTIONS COVERING SUCH CHANGES WILL BE ISSl1CD TO 714E CONFORM TO THE GENERAL CONSTRUCTION SCHEDULE I INCORRECTLY PERFORMED REPLACED OR REPAIRED WITH THE COST 2-2 1/2 METAL STUDS SLAB TO SLAB WITH GYPSUM COORDINATE TE ELECTRICAL REQUIREMENTS FOR ALL MVAC r CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO I�iSTRIBUTE � BOARD TO b ABOVE FINISHED CEILING IN ORDER TO EQUIPMENT EXHAUST FANS WATER HEATERS AND SPECIAL O , AND SHALL COOPERATE W:.TH OT14ER CONTRACTORS IN FOR SAME BEING BORNE BY THE CO.TRACTOR.THEI' SHALL VERIFY THESE IMMEDIATELY AMD TO NOTIFY THE FIELD OFFICE AND ALL + + ACCOMMODATE ANY AND ALL CONDUITS AND BACK BOXES. FAUIPMENT E-TC. THE REQUIRED SEQUENTIAL INSTALLATION SCHEDULE ALL DIMENSIONS FOR COORDINATION. SUBCONTRACTORS AFFECTED TO TAKE SUCH MEA5URF5 AS O AS APPROVED BY 114E ARUITECT. MAY BE NECESSARY TO AVOID ERRORS IN THE WORK WHICH MAY G.C. TO COORDINATE WIT14 ALL OTHER TRADES. 1 45. BEFORE COMMENCING WITH ANY WORK, THE CONTRACTOR ; OCCUR DUE TO T14E USE OF SUPERSEDED DRAWINGS. 11ORK 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE 15. DRAWINGS ARE NOT TO BE SCALED; DIMENSIONS 1 SHALL FILE WITH THE OWNER AND/OR BUILDING ! AFFECTED BY CHANGES PROPOSED IN ANY REVISED DtAWINGS OR INSTALLATION OF 714E VOICE/DATA COMMUNICATIONS SYSTEM O GOVERN. LARGE SCALE DETAILS TAKE PRECEDENCE I MANAGEMENT CURRENT INSURANCE CERTIFICATES IN T14E OTHER DOCUMENTS ISSUED TO THE CONTRACTOR SHALL NOT BE SHALL BE IN ACCORDANCE WITH 714E BUILDING MANAGEMENT ' OVER SMALL SCALED DETAILS. AMOUNTS REQUESTED BY THE OWNER AND/OR BUILDING EXECUTED UNLESS CHANGES ARE ACCOMPANIED BY LETTER OF I AND TELEPHONE COMPANY'S RECOMMENDATIONS AND O MANAGEMENT FOR WORKER'S COMPREHENSIVE GENERAL. � AUTHORIZATION TO PROCEED ACCORDINGLY. IN CASES WHERE 1 REQUIREMENTS INCLUDING THE INSTALLATION OF REQUIRED ! INSTRUCTIONS ACCOMPANYING ANY ISSUE O- REVISED DRAWINGS OR I CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM i ?O t LIABILITY BODILY INJURY AND PROPERTY DAMAGE. THE ! Ib. ALL WORK IS TO CONFORM TO ARCHITECT'S ' OWNER AND/OR BUILDING MANAGEMENT 94ALL BE NAMED SPECIFICATIONS REQUEST ESTIMATES OF COST INVOLVED SUCH I TO THE TRIANT'S SPACE. DRAWINGS AND SPECIFICATIONS AND SMALL BE NEW 'ADDITIONAL INSURED' ON ALL CERTIFICATES OF ESTIMATES SHALL BE PREPARED AND SUBMITTED PROMPTLY IN AND BEST QUALITY OF THE KINDS SPECIFIED. INSURANCE INCLUDING 714E ARCHITECT. ORDER NOT TO UNDULY EFFECT T14E PROGRESS OF TINE WORK. j 21. GENERAL CONTRACTOR TO PROVIDE 4' X b' X %' (FIRE ' RETARDANT A/C GRADE BIRCH VENEER) PLYWOOD PANELS O 17, NO MATERIAL SUBSTITUTIONS SHALL BE MADE. T14E 1 I I O ARCHITECT WILL CONSIDER MATERIAL CHANGE 63. ALL EXTRA WORK MUST BE WRITTEN UP BY THE GENERAL ON � FURRING AS INDICATED ON THE PLAN, FOR THE I REQUESTS ON AM INDIVIDUAL BASIS. CONTRACTOR ' 46• THE CONTRACTOR AND ALL THEIR SUBCONTRACTORS SMALL CONTRACTOR IN T14E FORM OF A CHANGE ORDER, INDIICATED ON IT VOICE/DATA EQUIPMENT INSTALLATION, UMlE55 OTHERWISE i SHALL SUBMIT SAMPLES AND GUTS FOR WRITTEN INDEMNIFY,DEFEND, AND SAVE HARMLESS T14E OWNER AND MUST BE A FIRM PRICE FOR THE WORK. ALL CHANGE ORDERS MUST NOTED. QUANTITY TO BE DETERMINED BY AMOUNT OF I :�O APPROVAL PRIOR TO THE START OF ANY WORK. TENANT, AND T14E ARCHITECT, T14EIR EMPLOYEES, AND BE SUBMITTED TO THE CLIENT FOR APPROVAL PRIOR TO THE 1 EQUIPMENT AND G.G. ASSUME AND INCLUDE ANY AND ALL AGENTS, AGAINST AND FROM ANY AND ALL CLAIMS, COMMENCEMENT OF WORK. PLYWOOD PANELS AS NEEDED FOR PROPER INSTALL 4TIO. O 15. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE I LASSES EXPENSES,DEMANDS, ACTIONS BCOSTS (INCLUDING LITIES, PENALTIES, OF EQUI(INCLUDING ATTORNEY'S FEES) AND 64. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORPDI, AS SUPPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, 1 JUDGMENTS OF EVERY CHARACTER WHATSOEVER FOR OR ACCEPTABLE TO 114E OWNER, ALL LABOR AND MATERIALS { OUTER CABLE INSTALLATION: O a AND CONDITIONED AS DIRECTED BY THE IRESULTING FROM DAMAGE TO PROPERTY (INCLUDING BUT NOT INSTALLED BY THEM FOR A PERIOD OF NOT LESS THAN ONE (1) # SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH LIMITED TO PROPERTY OF THE CONTRACTOR THE YEAR AFTER DATE OF ACCEPTANCE OF T14E WORK BY THE OWNER ! 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTED INDUSTRY STANDARD PRACTICE AND IN ' COMPLIANCE WIT14 PRODUCT WARRANTY. i OWNER, OR THE ARCHITECT (AMD THEIR RESPECTIVE EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD PURCHASING AND INSTALLATION OF ALL VOICE/DATA AGENTS, SERVANTS, AND EMPLOYEES) AND FOR OR DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY CABLES AS INDICATED ON T14E PLANS UNLESS OTHERWISE 'O Iq. ALL SUBCONTRACTORS' SHOP D'MWIMGS SHALL BE RESULTING FROM A14Y EMPLOYEES) AND FOR OR RFSULTING 1 REPAIRED AT NO ADDITIONAL CDST TO THE OWNER. I TOTED. _ SUBMITTED TO THE ARCHITECT FOR APPROVAL FROM PERSONAL INJURIES, SICKNESS, AND DISEASE ? ; THROUGH THE GENERAL CONTRACTOR PRIG: TO WORK (INGLUDIMG DEATH) TO OR SUSTAINED BY ANY PERSON bo. THE CONTRACTOR SMALL MAINTAIN ALL SUCH iNSURAMICFS 23. ALLOW APPROPRIATE LENGTH OF SLACK �' BOTH ENDS OF 1 T14AT ARE REQUIRED BY LAW AND BY THE BUILDING I EACH CABLE TERMINATION FOR CaNNECTION TO SPECIFIED 'a SEAL BEING PERFORMED, UNLESS OTHERWISE NOTED. (INCLUDING BUT NOT LIMITED TO THE CONTRACTOR, THE e EQUIPMENT MIN. 61). � 9 OWNER, THE TENANT, AND T14E ARCHITECT AND THEIR MAN GEMENT/LANDLORD WHERE THE WORK IS BEING ( 20. THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY RESPECTIVE AGENTS SERVANTS AND EMPLOYEES) PERFORMED. THE CONTRACTOR SMALL LIST BOTH THE \kF_D A WITH ALL REGULATIONS OF THE BUILDING OCCURRING IN OR ABOUT THE CONSTRUCTION SITE, OR SER, TENANT AND 114E ARCHITECT AS ADDITIONAL 24. G.C. TO DETERMINE MOST ECONOMICAL ROUTE FOR ALL RED � RUNS FROM MANAGEMENT. IT SHALL BE THE CONTRACTOR'S I ARISING OUT OF OR SUFFERED WHILE ENGAGED IN VER APPLICABLE STATUE OF LIMITATIONS.OR INSURERS FOR 114E DURATION OF 714E PROJECT AND -ITE SERLRACKS ORIGINATION TO TERMINATION POINT AT RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM CAUSED IM WHOLE OR IN PART BY THE PERFORDI.ANCE OF OR ; 114E BUILDING OWNER. IN THE EVENT OF CONFLICT FAILURE TO PERFORM THE WORK. THE FOREGOING AGREEMENT 66 ALL APPLICABLE PERMITS, INSPECTIONS/APPROVALS, BETWEEN BUILDING REGULATIONS AND OTHER 3 SHALL NOT EXTEND TO THE OWNER OR TENANT IM THE CASE OF SIGMOFFS AND CONTROLLED INSPECTIONS SHALL BE AoPPLIED FOR CONTRACT DOCUMENTS, T14E ARCHITECT SHALL BE DAMAGE OR INJURIES CAUSED BY OR RESULTING FROM THE AND PAID 8Y THE SUBCONTRACTORS IM ALL FIELDS OF THEIR WORK CONSULTED PRIOR TO PROCEEDING. SOLE NEGLIGENCE OF T14E OWNER OR TENANT, ITS AGENTS, I AS REQUIRED PER BUILDING DEPARTMENT CODE, INCLUDING ' SERVANTS OR EMPLOYEES AND SHALL NOT EXTEND TO THE i ' COORDINATION OF INSPECTIONS, APPROVAL AND PICKIING UP OF 2L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT, NIS AGENTS, SERVANTS, OR EMPLOYEES IM 714E CASE BUILDING PERMITS BY THE CONTRACTOR, UNLESS OT14ERW15E NOTED. � 4 ARRANGING WITH BUILDING MANAGEMENT THE USE OF I OF DAMAGE OR INJURIES CAUSED BY OR RESULTING FROM THE SOLE T a 0��31r op � tv ` �> ELEVATOR OR CT14ER HOISTING FACILITIES FOR NEGLIGENCE OF THE ARCHITECT, THEIR AGENTS, SERVANTS, OR HANDLING T14E DELIVERY OF MATERIALS. THE GENERAL EMPLOYEES OR CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING PLANS, DESIGNS, OR SPECIFICATIONS PREPARED, ACQUIRED, OR f s ALL SUB-TRADES OF CONDITIONS REGARDING ; USED BY 114E ARCHITECT, T14EIR AGENTS, SERVANTS, OR Za ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND 1 EMPLOYEES. IT BEING UNDERSTOOD AND AGREED THAT FOR THE s 1 LOADING WEIGHT CAPACITIES. j PURPOSES OF THIS SENTENCE NEITHERCopyright 2018.STRONISKI azchitecrere,p.c.All rights 714E CONTRACTOR MOR ANY reserved.The Architect reserves the right to reproduce this 1 OF ITS AGENTS, SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO i design in its entirety or any portion thereof.Unauthorized 22. THE G.C. SHALL CONFORM TO BUILDING STANDARD I BE AN AGENT, SERVANT, OR EMPLOYEE OF EITHER THE OWNER, 1 PROCEDURES FOR 114E SCHEDULING OF DEMOLITION 1 TENANT,MT, OR T14E ARCHITECT AND NEIT 14ER THE ARCHITECT NOR ANY alteration of these documents is a violation pe the New York AND CORE DRILLING, AND FOR T14E CARTING OF OF THEIR AGENTS, SERVANTS, OR EMPLOYEES SHALL BE ( State Education Law.These drawings and specifications are RUBBISH 114ROUGH T14E BUILDING. ANY OVERTIME DEEMED TO BE AN AGENT, SERVANT, OR EMPLOYEE OF THE OWNER I 1 an instruments service and are the property e the nayArchitect. + These drawings and specifications are not to be used on any other project,except by written permission of the Architect. COSTS FOR SUCH WORK SHALL BE BORNE BY THE ` OR TENANT. G.C. 47. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO JUDGE OR PROJECT NO. 16-AROOIO 23. 714E GENERAL CONTRACTOR SHALL MAINTAIN AND JURISDICTIONAL DISPUTES THROUGH USE OF LABOR OR METHODS OF , OPERATE AN ON SITE FIELD OFFICE TELEPHONE, FAX i INSTALLATION, INCLUDING THOSE OF CONTRACTORS WHICH NAVE 1 SCALE As Noted DATE 8/7/20I8 MACHINE AND EMAIL ACCESS AT ALL TIMES DURING ! BEEN SEPARATELY CONTRACTED BY T14E OWNER. SHOULD ANY THE COURSE OF CONSTRUCTION WORK. DELAYS OCCUR ON THE JOB 51TE THROUGH NONCOMPLIANCE OF W15 DRAWN BY RS/TLD CHECKED BY RS I CLAUSE, 114E CONTRACTOR WILL REIMBURSE THE OWNER FOR ALL 24. WORKERS WILL BE ASSIGNED ONE TOILET AREA WHICH C05TS AND DAMAGES. 1 114E GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR TITLE CLEANING, MAINTAINING, AND UPON COMPLETION OF 45. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT 114E WORK RESTORING TO ITS ORIGINAL. CONDITION. ' SUPERINTENDENT ON 714E PROJECT TO COORDINATE ALL 1 SUBCONTRACTORS' WORK AND SUPERVISE THE DAILY 1 25. CONSTRUCTION PERSONNEL MUST CARRY PROPER ACTIVITY OF T14E PROJECT AS WELL AS MAINTAIN THE SITE IN A i ; 1 IDENTIFICATION AT ALL TIMES. SAFE, CLEAN MANNER. General 26. ALL LADDERS, BAKERS, SCAFFOLDING, AND/OR OTHER 1 4q. THE CONTRACTOR SHALL BE AVAILABLE TO ATTEND A 4 CONSTRUCTION TOOLS/EQUIPMENT SHALL BE IM GOOD WEEKLY JOB MEETING DURING T14E COURSE OF THE Project Notes OPERATING CONDITION. ALL DAMAGED LADDERS, PROJECT. CONTRACTOR SHALL PREPARE AND DISTRIBUTE BAKERS, ROLLING SCAFFOLDING, AND/OR ALL JOB MEETING MINUTES, (3) DAYS PRIOR TO MEETING. CONSTRUCTION TOOLS/EQUIPMENT WILL BE IF IMMEDIATELY REMOVED FROM THE JOB SITE. 50. 114E CONTRACTOR SMALL LEAVE ALL CHASES, HOLES, OR 27. ALL ELECTRIC NAND TOOLS MUST BE GROUNDED OPENINGS TRUE AND OF PROPER SIZE IN THEIR OWN WORK,OR CUT AME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER PROPERLY. 11!5TALL.eTIO?N OF THEIR OWN OR OT14FR CONTRACTO?'5 WOt K { INCLUDING ''NOSE P0CM HAVE BEEN SEPARATELY CONTRACTED BY 25. PROTECTIVE EYE GOGGLES, CONSTRUCTION HARD HATS THE OWNER, CONSULTING WITH OT14ER CONTRACTORS CONCERNED I SHEET AND PROPER CLOTHING MATERIALS MUST BE WORN REGARDING PROPER LOCATION AND SIZE OF SAME. IN CASE OF THEIR i 1 DURING ANY GUTTING, WHETHER BY HAND OR BY PROPER FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, MECHANICAL MEANS, OF FLOORS AND WALLS. THEY SHALL CUT THEM AFTERWARDS AT THEIR OWN EXPENSE. NO EXCE551VE CUTTING WILL BE PERMITTED NOR SMALL ANY 2q. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK STRUCTURAL MEMBERS BE CUT WIT14OUT THE CONSENT OF THE AREA A - 0020 ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION, REPAIR AND ANY PREPARATION FOR T14E WORK OF 1 ANY OT14ER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER 1 SEPARATE CONTRACT BY THE OWNER OR T14E ARCHITECT. I 77 T 1 AV 36" MIN. ATL_ ............ 2� 54" MIN 6" MAX. as 12" MAX. 12 'DN VI A T 42 MIN, 24" MIN. MIN. architectmrt,,,�., rw f GE EX&CAASHER CASNE! A0 Q F(ANA IF CAIN01011', AUTO. A C N 1 BIL E ED Z 254 JAMESPORTNY 11947 C E 1- 1 i L P.O.BOX I FIVIT, — 71 X< PHONE(631)779-2832 FAX(631)779-2833 2� 0) PL R. FL000,�IFN1 lot X cr) �t 09R&n. An 031AAA F A(,`-� C)F F 1 1 'R My, P A TT;" cV 050! ASPHALT 26 Q� B& RED PA4 At 3�nh J ""'17 17 TO 25" KNEE TOE 00 FR, �,"ISEk` LIOSE 1' CLEARANCE Y it" &QTUkTW','lY-, OAT 74c "T!("i 900. SHAM, F F CHO iNi c, Q Rid EARAIT 0, 141, F,T'G, HNIf, fA81 00PS & GFrWARE RU. REFEREN0, VV,,� F i EV40k,'��` , I N C1, 20, 30000 U, E Ni R F 11,1141 F i i &Q 11RB�, DW WDIEN VA N i;,E R E -: E S 1 L 1 , PET, NETANINC CQDE CAR CORNE RN. ROTA, Proposed Addition/ [) (�yp, GY11"'31,A teration or: RNA POUN GYP9UM `,;ALLG0ARD 11� HVN; URT IA C/' AINF) B -N. orth Fork C. 6',,, 8EAUlY RM� c(AUP&A. jowl"" G, FKA10W CC% 11 CommunIf 0 • 1 23 3/16" -17 S-,J CLG4 M � 0f— SCI l� 0 L L Ld HDWD HAR1000DTheater ;i 10 C; C-Oi a SE0 SEQTQ,� L0 t--: M tt!, I'L N AiR E �3,1,, RCET!,'�,()N,'T :D 0 co E"i7,7 1R. JITTA IF!ClRi Z L ch, 0-111i""i'D QF`EN1A:' FIR, pfhh'il S SAWCUT ANY ON G 9PW SPEW00121-11 CLONA C&SRETIE SPEW. STECYIED (SECTOV) 004 (TANUAC, CONN 10 N N l, 01 E]", 12700 Sound Avenue LT Nsk POSENT01 CONS f 1, (J,,-� !,N-,-`,LAT1�,!�,3 S11, A Mattituck, ew NYork 11952 U 04 1 FAF0, So- GEL- " S.C.T.M.# 3. 'A D 0 R 1000-141-4-26 p/o 32.1 7 TO NEET 0 b"L0 z tANA 2030 CTT CEN 0", viA, REVISIONS U&Z CASE 54STLE Q&jn! 4020 GY OF 71 1777001E ,TYPICAL MOUNTING HEIGHTS DCI,�,,� ADjACED I:� QT71 7H OF TZ 7140, MY ! 07 ;IATTE 144 REVISED AS PER TOWN COMMENTS ------ 'N in TC 16 NOT VMS L 1 LEEt.31 r� 2 9/7/18 REVISED AS PER TOWN COMMENTS MIS V 51 &AFTER 7. Zur/mAdYATT&A EVEW AS AN2 7. q &S VAY;, 021ANS! 10;7 1ALUXF OMDAL RE=0' n 0EN, ! AV AWOR", A DFT, DEW, M A 71A, 010777" MaK MAAQO,,",� IO7111P ow, ONENA01"I TS 1 All E, 0 TV a 0, USSR C, !".1NI N AFTFf . METAL TYP. T&GAL, n 0 CjP. UNF. 10 &TSKAK0 (n �dk r Lb 01 C1 VNILESS NOTEP (370=7 0 DRA (All w!J%L Y 0 WRICY "i FT. PY7 NET. this; 5Y033 kRPf K VIU,', 01471,:l ELY. MPT ,� -,!'N1Y L t,AJAL� El M E R EMERG00f 0 ATE wks': L, 0- LQ 1C, FQP-7, Q"U I chi Y"; i-TYUH n r- - - �-i-. , E 0 SEAL EXPO. EXPOSEO —------------ 1 -- 0APHiTE !qT. 010 n CXST, EX010, D ARC ---------- EXT Sr TRO --0 46 VA-0" MIN. 1 0 A , MIN. ---L—IT sy.`:�, 219E N -————————————— Copyright 2018.STROMSKI architecture,p.c.All rights S reserved.The Architect reserves the right to reproduce this I design in its entirety or any portion thereof.Unauthorized N 0 1-04 alteration of these docnmentsviolation of the New York State Education Law.These drawings and specifications are 0" N 2' A� "., , ,j,"-,'�", I �t an instrument of service and are the property of the Architect Z(� '.: MIN. These drawings and specifications are not to be used MIN: any other project,except by written permission of the Architect. :I<'' RIT") � 'EJ UPROJECT NO. 16-AROOIO SCALE As Noted DATE 8/7/2018 PROJECT BY MP/RS1 CHECKED BY RS RAO XXXTITLE AETE M!, 0TY 200: n 00TY TZ' 4p-6"A - - - 4 UN.. fam x Project Notes and ------- ---- Any IST C? breiation 3,-0" Abvs MIN. l5`:,,,,� 1,�� TAG, W AfWAT PIT YA" QRw)R NNY 1 A�0 .00 TIT SHEET H.,C. DOOR CLEARANCES SCALE: 114 = V-0 A - 0 30 0 M architecture, p.c. P.O.BOX I254 JAMESPORT,NY I I947 PHONE(63I)779-2832 FAX(63I)779-2833 1 GENERAL NOTES: I. ALL CON5TRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. i 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 3. THE ARCHITECT'5 APPROVAL APPLIES ONLY TO THI5 PLAN'S STRUCTURAL Proposed Addition/ CONFORMANCE WITH THE NEW YORK STATE ERALDING CONSTRUCTION CODE. THE CONTRACTOR I!i TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE � STARTING CON57RUI:TION AND SHALL BE RE'SP�WSIBLE FOR SAME. Alteration For: e� 9 4. ALL FOOTINGS EiHALL BEAR ON UNDISTURBED 5011, 1 TON psf CAPACITY EXISTING STAIR TO 8E DEMOLISHED North F o r.z MINIMUM. 5. ALL CONCRETE SRALL BE 3000 psi AT 20 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS SHALL BE 3500 psi AT 2F3 DAYS MINIMUM I TTT7 �� - Z - � � Community 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. I 6"X6' POST ON TOP OF BRICK PIER I I I I I I I I I\ E=1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS I I \ ISTING FOUNDATION TO7- - fb-2,900 Theater TO HAVE AN E=1,6x),000 psi AND AN N-2,400 psi. ALL LAMINATED VENEER ( REMOVED AS 5! !N LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,070 psi AND AN fb=2,6x) psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN - - - - --psi. -- -- -- -- - -- - 6'-7'3'BOTTOM ENEADER TO SIB T06UNDER9 DETJOIST 7. DOUBLE ALL J015T5 AROUND OPENINGS AND UNDER ALL PARTITIONS 7'-3" BOTTOM F.J. TO SLAB - - - - - - - -- RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. EXISTING BRICK WALL TO BE CUT I I I 6. ALL HEADERS CVER DOORS AND WINDOWS SHALL BE 2-2'X10" @ 4' WALLS I AND REMAIN AS SHOWN a / / AND 3-2'X10" @ 6' WALLS OR AS DESIGNATED ON T14E PLANS. � - - - - - - -- -- - - -- - - a / / ' 12700 Sound Avenue q. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' 12 T ABOVE GRADE. RAILING SHALL BE BUILT SO AS NOT To ALLOW T34E PASSAGE \ \ � Mattituc , New York I 19 52 OF A 4" SPHERE THROUGH ANY OPENING. I \ \ S.C.T.M. 10. PROVIDE DIRECT' WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL I 6'W--6H HEADER W/ ADDITONAL 6"xb' � " �_ SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS As PER LOCAL � � � - - b tt HEADER I u To - - - - - / / I000-I4I-4-26 p/o 32.I REGULATIONS. \ UNDO IDE J015T TO BE CUT �7-�/-- -- - - - - -- - - -- - REVISIONS AND REMOVED AS SHOWN F II. PROVIDE 5/6' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND R AT GARAGE AS RE(XJIRED. \ \ EXISTING FOUNDATION WALL TO BE / / e I \ \ REMOVED ASS N. PROVIDE REVISED AS PER TOWN COMMENTS 12. WRITTEN DIMENNONS TAKE PRECEDENT OVER SCALE. I \ TEMPORARY 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED \ GIRDERS AS NEEDED. / / AREA TO BE EXCAVATED Z 9/7/18 REVISED AS PER TOWN COMMENTS FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN �� � � / FLOOR ABOVE TO BE REMOVED0 CONNECTION WITH IREATED MATERIAL. -- -- \� \\ // / 14. PROVIDE CONTINUOUS FIRE5TOP AT ALL CONCEALED SPACES IN WALLS AND / // ! BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF m ! _ 6 Wxb 14 HEADER W/�DCI7ONAE 6 xb \ // G'Wx6'H HEADER W/ ADDITIONAL 6'x6" O SON I --_ -_ -_ _� -- - _-- - --��- -- - m CONGEALED SPACE�i TO 10'-0" VERTICALLY t 10'-0' HORIZONTALLY A5 " - - - � � �-'� - - - -TO BE CUT e4ND RQ'70�ED �',S�.x�R�WN - - -- - - - - - DESGRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.5 AND R502.12. I AS BEING RETAINED FOR RE-U5E m O 15 ALL ITEMS NOT SPECIFICALLY L STED ARE TO BE REMOVED FROM THE PREMISES., 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE REDDER THE ITEM � � AREA TO BE EXCAVATED UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND FLOOR ABOVE TO REMAIN � 0- PROTECTED FROM DAMAGE BY WEATHrR AND/OR CONSTRUCTION. r.i 17. THE CONTRACTOR 514ALL REVIEW THE ENTIRE PROJECT AND SHALL BRING I A O ANY DI5CRE:PANCIE5 TO THE ATTENTION OF THE OWNER AND ARCHITECT0 PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FCR FIELD CAANGE5 WHICH VARY FROM THE CONSTRUCTION i DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN O OBTAINED. 16. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE I O THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING O CONSTRUCTION. _ _ _ _ _ _ 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT I THE AREA OF D(Cr�VATION AND CONSTRUCTION. EXISTING FRAMING AND SUPPORTS - - - TO BE INSPECTED BY I r O 20. THE CONTRACTOR SMALL PROVIDE ADEQUATE COVERINGS TO PREVENT I ARCHITECT/ENGINEER AS a WEATHER ENTRY INTO EX15TING AREAS OF THE CONSTRUCTION PROJECT AND I EXCAVATED.TEMPORARILY CLOSE-OFF NON-OXASTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. SUPPORT ALL REMEI"ISERS AS -'O -% 21. PRIOR TO START OF CONSTRUCTION, 714E OWNER AND CONTRACTOR SHALL DEEMED NECESSARY g DECIDE ON AN ACC E55 POINT TO THE 51TE AND WHERE ON THE 51TE TO E STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE SEAL SITE DUE TO CONE)TRUCTION. 22. 714E PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY RED ARC AND WASTE LINES AFFECTED BY CONSTRUCTION IN 5" A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST' OF T14E HOUSE. ti9S s rRO�ti � 23. THE ELECTRIOkL C(INTRACTOR 15 RESPONSIBLE FOR THE REIMAL AND/OR RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. v � fl B�SEME1 T DEMO PLAN Scats: I/4" = I'-o" "'�� 1;�• ; 24. IF DURING THE: DEMOLITION PHASE OR COURSE OF CONSTRUCTION A A-I PROPOSED r SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO ( � �} V CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY T14E ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. F 41 25. 'THESE DIRAWIN'GS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO T14E BEST OF THE a UNDER5IGNED'5 KNOWLEDGE, INFORMATION AND BELIEF MEET T14E REQUIREr1ENT5 OF THE NEW YORK STATE ENERGY CONSERVATION CODE. 26. ALL FLITC 14 BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. Copyright 20I8.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this BOLTS @ 24" O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF BOLTS 2' IN FROM 170P AND BOTTOM OF BEAM. design in its entirety any portion thereof Unauthorized alteration of these documents .is a violation of the e Newew York State Education Law.These drawings and specifications are an instrument 27. 'TRUSJOIST' '51LENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT These drawingss service and are the property: and specifications are not to be the Architect. used on any CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL BE COMPATABLE TO JOISTS. CONII�RACTOR TO OBTAIN J015T LAYOUT other project,except by written permission of the Architect. FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION. PT:.OJECT NO. I6-AR 0010 25. IF ANOTHER ENGINEERED J015T MANUFACTURER 15 USED, THE COMPANY SCALE AS NOTED DATE. 8/7/20I8 MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS T14E DESIGN CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT DRAWN BY TLD CHECKED BY RS FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. 29. ALL ITE115 ARE TO BE STORED AS DIRECTED BY THE OWNER AND TITLE PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF T14E MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. Lower Leve 31. IF DURING WE: COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEM THE CONTRACTOR SHALL NOTIFY 'ME ARCHITECT FOR AN INSPECTION AND CHANGE Demolition Plan IN CONSTRUCTION DETERMINATION. 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER 15 1-600-272-44€50. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. SHEET A - 1 1 � I { architecture, p.c. M P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 ^I 3 g T GENERAL NOTES: r. I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY r/ AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. Y .j 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR 15 To VERIFY ALL CONDITIONS AND DIMENSIM BEFORE STARTING CONSTRUCTION AND SMALL BE RESPONSIBLE FOR SAME. a r Proposed Addition A. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY MINIMUM, II Alteration For: 5. ALL CONCRETE SHALL BE WW psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS SHALL BE 35W psi AT 28 DAYS MINIMUM ' North Fork 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. y E-1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE AN E=1,8001000 psi AND AN fb-:2,400 psi. ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS To HAVE AN E=1,900,000 psi AND AN fb=2,600 Community psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN J fb-2,900 psi. Theater 7. DOUBLE ALL J015TS AROUND OPENINGS AND UNDER ALL PARTITIONS E�(IS STAIR EXTERIOR STAIR TO BEE DET'10LISHlD RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR, AS INDICATED ON PLANS. 6. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS F TTT777T -- - - � AND 3-2'X10' @ 6' WALLS OR AS DESIGNATED ON TME PLANS. I g, 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' I I ABOVE GRADE. RAILING SMALL BE BUILT' so AS NOT TO ALLOW THE PASSAGE I I - J-, - -, I I I I I I I I I I � i II I : 12700 Sound Avenue OF A 4' SPHERE THROUGH ANY OPENING. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL - - - - - - 1 1 _L J J-I-I - SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS As PER LOCAL I i i EX15TING STAIR AND PLATFORM TO I r III MattituCk, New York I I952 I I BE DEMOLISHED - - - - I I T T T I S.C.T.M.# p REGULATIONS. II I i t I I I I I I I I I 11 I I I I I 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOAFD AT CEILING ABOVE HEAT UNIT AND � � � I - - - - I I I� I -I -I-I-I-I-� � f +- �- I--I- - - 1000-141-4-26 p/o 32.I AT GARAGE AS REQUIRED. REVISIONS 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. _ I --------- 1 J_I_I-I-L_L L L L 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED _ - ----------- ------ FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEAT USED IN ________________________ - - - - - - - J III --------- --------- CONNECTION WITH TREATED MATERIAL. REVISED AS PER TOWN COMMENTS i I e I E3(ISTING STAIR WELL TO BE PROVIDE TEMPOR.,RY BRACING FOR O 917/18 REVISED AS PER TOWN COMMENTS 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND I I BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF I I i DEMOLISHED I ROOF TRUSS UNTIL NEW HEADER IS I I � INSTALLED �O CONCEALED SPACES TO 10'-0' VERTICALLY # 10-0' HORIZONTALLY A5 DESCRIBED IN NY5 RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE I I I I � , ARE TO BE REMOVED FROM THE PREMISES. 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-05E ARE TO BE REMOVEDI I I I I 0 IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THEITEM I III I ! UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY TELE OWNER AND Lii I PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. I I Ili O tt I III S AND RIGGING O � I 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE ENTIRE PROJECT AND SMALL BRING I ALL CATWALK ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT I ( I ABOVE STAGE T BE REMOVED PRIOR TO STARTING CONSTRUCTION. VE CONTRACTOR SHALL ASSUME i I iIi I I 0 RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION I I I 9'-8' 9'-8' 5" 0 DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN EXISTING STEEL GIRDER __ i I 1� ----- 0 -- -- -- -- -- -- OBTAINED. EXISTING STAGE TO BE I 18. CONTRACTOR. TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. I I iIi I DEf10LISHED E FLOOR BELOW I I STAGE EXP051NG BASEMENT I O I 0 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT i� "'I wI THE AREA OF EXCAVATION AND CONSTRUCTION. I I 111 I 0 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND 0 CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL I I � °LI O DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO II I III -2I -21 0 STORE MATERIALS. THE CONTRACTOR 'SHALL REPAIR ANY DAMAGE TO THE I 1 I N O 51TE DUE TO CONSTRUCTION. I i!i� I SSI 22. THE PLUMBING CONTRACTOR 15 TO (LOCATE AND D15CONNECT ALL SUPPLY I AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUTTHE REBT OF TE HOUSE. o t ' SEAL - I I 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/ORe e III I TEMPORARILY SUPPORT EXISTING RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. FRAMING ABOVE WHILE NEWD a (i I GIRDERS ARE INSTALLED RRC'S'i T 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A n O I III SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO O CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY TELE ARCHITECTr FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 25. THESE DRAWINGS AND SPECIFICATICNS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND To THE BEST OF THE I I I 1 .• (P UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE 2 REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. I ` � oE I I I FN 26. ALL FLITCH BEATS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 24' O.G. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF _ I BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. �- - - - - - -- -�- TEMPORARILY SUPPORT EXFF" NG FRAMING ABOVE WHILE NEW I i DEMOLISHEDAIRS TO BE reserved.The Architect reserves the right to reproduce this 27. 'TRUSJOIST' 'SILENT FLOOR' SYSTEI TO BE INSTALLED IN STRICT ''^� IEXISTING Copyright OIs.sTR MSK(architecture,p.c.A rights CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS �- I GIRDERS ARE INSTALLED I I design in its entirety or any portion thereof.Unauthorized SHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT alteration of these documents is a violation of the New York FROM 'TRUSJOIST' PRIOR TO START of GQNSTRUGTION. p I I State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. FL ------------------------------------ --------- These drawings and specifications are not to be used on any 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY -- other project,except by written permission of the Architect. MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DIE51GN CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN J015T LAYOUT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. I PROJECT NO. I6-AROOIO SCALE AS NOTED DATE 8/7/20I8 29. ALL ITEMS ARE TO BE STORED A5 DIRECTED BY �E OWNER AND THE PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. � FOUNDATION PLAN Scale: I/4' - I'-o' DRAWN BY TLD CHECKED BY RS 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE A-2 PROPOSED DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY TITLE IN WHICH THE PROJECT 15 LOCATED. ; 31. IF DURING T14E COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. Main Floor Demolition Plan 32. CONTRACTOR OR OWNER IF ACTINGS AS CONTRACTOR LL LL FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS I-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. SHEET A - 2 --------------- STAGE LEVEL 3' -0" k v .. DRILL t GROUT $5 REBAR @ 16'-0' [ 12' VERTICALLY ON CENTER s 1 NEW PORTION � $._.,� _. � ,..�... 1 CUT BACK EXISTING FLOOR JOISTS ' �„ . 6�.. _ AND TECO THEM INTO FLUSH b-8 HEAD 14EIWT MIN. MOUNT GIRDER - — — -- — — ___-- MAIN' LEVEL architecture, .c. - - - - - - - - - - - of -0' 1 FIRE S RIN LER ROOM" — — — — — — — P.O.BOX I254 JAMESPORT,NY 11947 _i 51-20 OI J a I PROPOSED a PHONE(63I)779-2832 FAX(63I)779-2833 EXIITI JAIF- - _ I I P I E AL D �IL > S., - I I R ER sl�`E EXISTING BRICK T I - P2 b` I I 3 - FOUNDATION WALL 7 � B � � r H ND IL i, " -------� � � y e NEW 8" POURED a EXISTING Br ICN FOOTINr - -- °I WERIOR ` ! EXISTIFG Pori D PIER- __ P'.�.I� ! TO REMAIN i N�� 7 ' _ I CONCRETE FOUPlDATIOM ' -2 -4 M; i II TJ! F.J. °D 1 I MALL W/ 8'x;6' DRILL AND INSERT V @ 12 oN CENTER , r r : r r r DIA. REBAR I I 0 8-3 6-8 4 .. FOOTING 1 �, 12'x24' CONIC. -� I '- " m @ 12 oM CENTER /• I�_p" o ° o BEARING POINT FROM ABOVE B P2 CHOPUIMCN �/ 3- I I 4 q DRILL t GROUT #5 REBAR @ NEW POURED CONCRETE 0 12' VERTICALLY ON CENTER -; -- -- -' -- - r _ ! FOUNDATION WALL e ■e e e■■` PERIMETER LIME OF NEW rl 0. i i EXISTING BRICK HALL ®I (11 UNDERPINNED FOUNDATION WALL " I[--/Eo I E SWING I ■ ♦ ° OF EXISTING _ ♦ I NEW POURED 4 CONCRETE o I DOOR Fn 7b I iO f 1 O♦�Win' LOAD BEARING ARCH EXISTING FOUNDATION TO BE SLAB s i - II'-El" 10'-9 I/16' in I� ■ I �♦ `til ABOVE 1 UNDERPINNED WITH NEW 20" ° U 7k ! I CONCRETE FOUNDATION WALL. t e e e®e e e ii -- :SEE DE TA L T'15 SHEET. o I- I I © 17' STEP UP 1 9-I I 1 A 3 .° EXISTING FOUNDATION WALL - ♦ " I NEW POURED CONCRETE \\� FOUNDATION WALL I A-3 F 2 -I �2 I I ! Proposed Addition/ ESS I G b xb�GIRDER 1_ _ I I I I NEW 4' STUD WALL I i I I -----mss -- DRE55lFX� ROOT IS p L - HADD 2)1 Y4"x5 MI�OLAM�I /L ONE EACH SID __ , I I I :• I /7 °° ° -ls' -o" Alteration For: io EXISTING GIRDER TO BE ( PROVIDE 2" INSULATION CAVITY '- • --- - 8 UNDERPINNING CONIC. ° �- CUT BACK TO WALL OF I BETWEEN FOUNDATION WALL AND 4' " I r I EXISTING PIER AN ORCHESTRA PIT 1 I 12'x24' CONIC. STUDS I . o ° . North Fork N COLUMN SUPPORT z I 1 HAUNCH u/3-M I O O FOR ABOVE r i LINE OF STAGE-/; ' S ORA E/ ENE SAL AREA ICA UNDERPINNING " �_ N 10I �! u (2) �b TYPE X GYPSUM ABOVE I 1 I 2 TYPICAL DETAIL Scale. I/4 = I o Commu.n * r �` PROPOSED pA,RD CEILING AND WALLS PROPOSED a A-4 -- -- ORCHESTRA PIT, I I 14' T I PRO 560 F JOIST `- --- -- r-2 - PROPOSED i I I @ 12 oM CENT 1 ; I Theater (2) I �"x 7 Y' MICROLA,M LVL � S . - UNDERPINNING PROCEDURE --I�--- -'�- ' br I 5'-6' ' 5'- ■ 6" 1 17' - -2 APEX I I I 1 I N I 1. EXCAVATE ON INTERIOR OF BUILDING AT A 45 DEGREE SLOPE N PI i ,� -II� A --- -- I DOWN TO BOTTOM OF NEW FOOTING ELEVATION. STORAGE , I �I Y ®O b I 2. INSTALL TEMPORARY WEETING/WORING @ 4' ± ON CENTER � i PROPOSED I I 1 I HORIZONTALLY BELOW EXISTING FOOTING. FLOOR HEIGHT TO MATCH i I �� I ( 3. EXCAVATE AREAS MARKED 'A", BRACING TEMPORARY 5HoRING DRESSING ROOMS ¢- CENTER OF RADIUS 1 AS EXCAVATION PROCEEDS. I I I ± 12700 Sound Avenue 14. INSTALL UNDERPINNING CONCRETE IN AREAS 'A' UP TO A 3' i Mattituck, New York 11952 �2 -I r r 1 -I f- � 7 I , I I BELOW BOTTOM OF EXISTING FOOTING. ? S.C.T.M.# (2) 1 W x 7 Y� MICR LVL I I I I 1 5. AFTER 3 DAYS, GROUT AREAS 'A' TIGHT TO UNDERSIDE OF 'y L - J IF_2 J -2 J ; I I �` I 1 E:1sTING FOOTING WITH WN.-5HINK GROUT. I000-I4I-4-26 p/o 3�.I b. AFTER 3 DAYS, EXCAVATE AREAS MARKED B AND REMOVE PI N I 1 I TEMPORARY SHORING. REVISIONS _J 1 7, INSTALL UNDERPINNING CONCRETE IN AREAS "B' UP TO 3" j O REVISED AS PER TOWN COMMENTS I FOUNDATION SLAB LINE ��� , 1 I _ BELOW BOTTOM OF EXISTING FOOTING. TRUE 2' X l0' FLOOR JOIST per- �'� �_�I- I I - __J 5. AFTER 3 DAYS, GROUT AREAS "B' TIGHT TO UNDERSIDE OF O 9/7118 REVISED AS PER TOWN COMMENTS ON CENTER EXISTING FOOTING WITH NON-SHRINK GROUT. ?ret I 12'x24' CONIC. WALL 17' STEP 1 1'_5" -I , " ,_7" -2 71, --- B e"x16" CONIC. 9. AFTER 3 DAYS, EXCAVATE AREAS MARKED 'C' AND REMOVE r - - - - - FOOTING I L - - 9 4 r r '- 1314" WALL FOOTING TEMPORARY SHORING; PROCEED AS IN STEPS 7 t 8 ABOVE. O �✓' c ��' BEARING POINT - - - - - - - -- - - - -1- - - - - - - FROM ABOVE - - - - - - - i N 17 • < EXISTING ;`UP 1715 - - - - - - - - - - - - - - - - - - - --� I WALLFOLINT! " O - - - - - - - - - - - - - - -� WALL ---i- ...._._- -•s N I en 72, p � 28'-11' � •. .• I � � _ � �' _ ----------------- ---------- - -- ---- - 1 - - - - - - — - - - - - FOOTING SCHEDULE CRAWL SPACE - - - - - - - . O 2 F-1 301x20"x12' POURED COLUMN FOOTING � I �I ' . � I O � ��^moi ✓�� / . .. - - - - - - - - - - - F-2 24"x24"xi2' POURED COLUMN FOOTING L - - �'�o- - N 10'-7r --- I ------------------------ -- - O ------------------- FOUNDATION PLAN scale: y4" = P-0' j O 7 O R A-3 PROPOSED A-4 AAO O NEW If 7/0' TJI FLOOR J01 O TYPICAL CORNER HOLDDOWN DETAIL: EXISTING EXTERIOR WALL O OUTSIDE CORNER CCMDITIOM EXISTING BRICK FOUNDATION SEAL ADA LIFT SPECIFICATIONS WALL VERTICAL PLATFORM LIFT (MODEL-CPLI200) BY HARMAR LIFTS: R _- - - 750 Lbs. LIFT CAPACITY WiT11 A 50'64" FOOTPRINT APPROX. II' OF TRAVEL - CUSTOM CAB: APPROX. VW x 54"D - `� C0\ �t s rh0r,s - TWO 42' FIRE RATED W15TWAY DOORS WITH ELECTRIC STRIKE > �+ (� 2'-0" - SOLID 42' HIGH GUARDRAIL PANELS DRILL AND GROUT NEW V DIA. I - ACME SCREW DRIVE BELT DRIVEN SYSTEM FOR SMOOTH OPERATION REBAR THROUGH EX15TING BRICK 1 ' 1 - TO' MOUNTED MOTOR AND ELECTRICAL BOX MAKES SERVICING EASY AND fOUNDATIOM WALL @ Ib' O.C. "' p. p ELIMINATES POTENTIAL WATER ISSUES ICk - BATTERY BACKUP DC POWER : I-III-III ° - SOLID PLATFORM WITH NON-SKID SURFACE FOR ADDED SAFETY ° INSIDE CORNER CONDITION - WEATHER RESISTANT DESIGN FOR INDOOR AND OUTDOOR USE F OF 4T-1 III=1�I=1 ° '_. -,� ;,i_,_r,�_,.�:, :!--'-..' 4 _ ' '- I - CONSTANT PRESSURE, PADDLE SWITCH CONTROLS WITH EMERGENCY STOP BUTTON - CkI -1 I- - ° ° _-III-I I—I I I-1 II 1-1I I— =1 - SAFETY SENSORS ON UNDERSIDE OF PLATFORM STOP AT OBSTRUCTIONS ° ° °' 1—I 1=1 1 ° =1 I I-I I I-I I I—I I1-I I I-I I I- - STATIONARY ACCESS RAMP EXISTING b' THICK BRICK AND- 4 ° • q�-3" III=I I=1 - ° II—III-III-III=III-I III=III-III - COMPLIES WITH ASME/A,451 A18.1 SAFETY CODES FOR ELEVATORS, NEPA 70 MORTAR FOOTING I I=1 I=1 I=1 I ° < ° ° -III-I I-I I-I -I I-I -I I-III NATIONAL ELECTRIC CODE. ° ° Copyright 20I8.STROMSKI architecture,p.c.All rights =I I=1 1=1 1=1 a I-1 I 1=1 I 1=1 I I=1 I 1=1 I MI 10 II 1=I I I-I - REQUIRED 115V AC-20 AMP GROUNDED CIRCUIT ° ' ° reserved.The Architect reserves the right to reproduce this ° design in its entirety or any portion thereof.Unauthorized I=1 I I 1=1 11=i I I-I I I=I 11=1 11=1 11=1 11-1 I I-1 I L III-1 I I=111=1 I=1°° o' =III=III=III=III=III=III=III=III=1 II I=III ° alteration ofthese documents is a violation of the New York • `r- _ _ I= I—III-1 — I —III—III—III—III—I 1—III— ° Q ° State Education Law.These drawings and specifications are •�t,F— I EIII—III—III=III ° _ _ _ _ _ _ _ _ ° a an instrument of service and are the property of the Architect. =1 I 1-1II-III-III-I < III III-I I 1=III-1 I 1=1 I MITI-1 I -1 I 1-III-I 11 I�-1 INSULATION NOTES 8 These drawings and specifications are not to be used on any I I I-I I I=1 I I-I I I-1 I ' _=1 I I-I I-I I I-I I I=I I -1 11-I I I-1 I I-I I I-1 I d I 1-I I other project,except b written V=III=1I1=1IMIII=1 ° a °- 1=1I1=III=III=III=III-I I I=1I1E 1II-III-III-111-1111- NOTES: 1-111 I ° P Y permission ofthe Architect. NOTES: 1=1 11=1 I I=1 11=1 11=1 I =I 1=1 I I=I 11=1 11=1 11=1 11=1 11-1 11=1 11=1 11=1 11=I 11-1I I=1 R-30 INSULATION AT ROOF OF NEW ADDITION ° ° ADJUST LOCATION OF CORNER HOLDDOHN TO ALIGN WITH -11 -I I 1=1 I 1=1 I -I 11= ° *3 NOSING MR • _ _ _ _ _ _ _ _ _ ' ° ° PROJECT NO. I6-AROOIO =1I1=1I1=III-III-1 I I-1 11=1 11-I I 1111111-1 I I I I-III 1 II R-21 INSULATION AT SIX INCH EXTERIOR WALLS OF NEW ADDITION r " CENTER LINE OF EXTERIOR WALL ABOVE III=III=III=I i 1=III=III ° a ° ' _ _ _ _ _ _ _ _ _ _ R-7.5 MIN. CONTINUOUS INSULATION AT PERIMETER FOUNDATION WALLS 2x4 FRAMED HALL 11=III=III=III=II1=1I1=1 — I1—III-111-1I1—III—III—III—III—III—III—III—I11-111—II1=111 -III-III=III-III-III-III-III-III-II1-III-III-I I 1=i i�-"'-" ANY EXISTING CAVITIES EXPOSED DURING CONSTRUCTION TO BE FILLED � ° SCALE AS NOTED DATE 8/7/20I8 =1 I I-III=III=1 i I-III-III ° ' - I-I 1-I 11-i 11-I 11=1 11-I 11-I 1-III- I-"'- WITH INSULATION 2' INSULATION CAVITY ° ° III-III-III-III-III-III-I . I I-III-I i 1=III-III-III-III-! 1-' ¢+ DRAWN BY TLD CHECKED BY RS I I-I 11=III-IIMIII-III-III ° -III-1 11=I 11=111=I 11=1 I I=III o _ _ _ _ _ _ _ _ NEIN 16" WIDE POURED � TITLE I-III=III=III-III-III-III=1 ° _ I I I-I I I-I I I-I I I-i I I—I I I CONCRETE FOUNDATION WALL a ° —11 I-I 11-1 I I-II-III=III=I 11 ° 1-I 1-I I _I 1 -1 11=I1=II=1 1=1 1=1 11=1 I1=1II- I I I=1 11-I1=1 I 11=1 I I-I I I-1 I I-1 I I-I I I-I I I Po ° 1=1 11=1 I I-I I I I I 1=1 I!- DOOR SCHEDULE NEM 5' POURED CONCRETE ° ' 1=1 11=1 11=1 1=1 1=1 11=1 _-I 11=1 11=1 11=1 I I-I IT' SLAB ° ° '1511 I-I 11=1 I -I 11=1 I I I 1=1 I I-I 11=1 11=I I IER►oR DOORS FOUNDATION CON5TRUCTIONI III-III-I I I-I I1=1I1=1 ° I 1=1I -I I M I 1=1I1=1I II A REBAR @ 12' O.C. ° Proposed -III-I 11-I 11=1 11=1 I I _-I 11=1 11= 1=1 11=1 11=1 11-i ° (2) 2' X b" ACO SILL PLATE WITH SILL SEAL SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS ° -III-III-II-III-1 _-II-III-111 111-III-I11- 'COP-R-TEX' TERMITE SHIELD —1I1=1I1-I I I=111 II-i 11=II1=III-II III-_I 1[- ¢ 4 Lower Level Plan 5/8 ANCHOR BOLTS @ 36 ON CENTER MAX, AT EACH SIDE OF EVERY ° I 3 x 7 THERMA TRU HINGED r r I S I-1 I I-III-11 - m ° -I 11-1II-II-II-III- i-1 I' � ° OPENING, WITHIN b' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12r -111=III-III ° •° 1=1II-IIF III=111- I-111 �' �t4 REBAR @ b' O.C. ° ° ° ° OF EACH CORNER. - I-III-III-III-III-III-III;I ° a PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 -III-III-I-_ _ 1-1 L_'-'FI _-_-_-I -_— I-I1-III-III-I -1 11- INTERIOR DOORS 8' STANDARD POURED CONCRETE FOUNDATION WALLS I-I 1-I 1 I-III F1 L'' II-III-III-IV-I 11-111-I 11-111-III-1 11-111-111-III-I I I-I I I-I I I-III-_I I I- ° 12' X 24' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOIST) -III-I 11=1 I 51 I -1 I I-I I I-I I I-I 11=1 I I-1 I-I 11-I I I-1 I 1=111=1 I 1-I 11=1 I 1=1 11-1 I I=1 I I=III-1 I' SYMBOL SIZE TYPE REMARKS NOTES ° ° ° SEE PLAN FOR GIRDER SIZES I M I 1=1 I MI 11=1 I M I I=1 11=1 11=1 11=1 11=111=1 11=1 I I=111=1 11=111-111=111=1 11=1 11=1 11= 4 ° 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4'TOP AND a I I-1 I I-I I I-I I I-I 11=1 11-I I II I I=1 11=1 I MI I IM I I=1 I I-1 11=1 11=1 I I-1 I I-IIIE111=111 O 3¢x 6¢ HINGED 45 MIN. FIRE RATED PUSH BAR HARDWARE ^ ° ° BASE PLATES UNLESS OT14ERHISE NOTED I I=1 11-I I -I 11=1 11=1 11=I 11=I 11=1 11=1 11-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I i1 I I-1' ¢ IL a° d SHEET -111-II1=III=III=III=III=III-I 1511 mi I II 11--1 III I II I I-I 11-I I III=1 I Q 3 x b HINGED ° ° 24' X 24" X 12' DEEP POURED CONCRETE! COLUMN FOOTING _ 4 POURED CONCRETE FLOOR SLAB �-III-III-III-i I I-I 11-11 I-III-III=1 I I-111-III-III-III-III-I 111��I I- ¢ I ° 4' POROOF FOUNDATION BELOW GRADE I =I I I=1 I I-I I I—I I II I I-I I II I I-1 I II I I1 I II I -I I I-III-III- O 3 x 6 HINGED I HR 30 rl N FIRE RATED PU5P BAR HARDWARE -I -I -III-1I1=1I1-III=III=III-III=II1-1 I I-1 11=111=_i I 1-'I' A - 3 PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 I I I 1=1 I I=III=1 11=1 I I=1 11=111=1 I I1 I I I I, 11 1' NOTES:_ -1 1' VIII I VIII I VIII I VIII i iiI ,III_ I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLF-55 NOTED OTHERWISE. � BASE�E,;�T EGRESS STAIR SECTIOi� scale: I/2" = I'-o' A-3 FOUNDATION WALL SECTION DETAIL Scale: 3/4' = I'-o" A-3 PROPOSED II WALL CON STRUC ION 5!010CTO MATCH EXISTING * ' { � `° �g rl 'TYVEK' OR EQUAL AR. IwIFILTR.4TION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 2" X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4" SHOE AND DOUBLE 2" architecture, p.c. Z X 4' TOP PLATE , A-5 2" X 6' WOOD STUDS @ 16' Owl CENTER WITH 2' X 6' SHOE AND DOUBLE 2' X 6' TOP PLATE (AS SHOWN ON PLAN) P.O.BOX I254 JAMESPORT,NY 11947 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE PHONE(63I)779-2832 FAX(63I)779-2833 RESRS 5/0 TYPE 'X GYPSUM BOARD AT GARAGE WALLS AND CEILING 'ANDERSEN' WINDOWS ALL WITH IMPACT RES15TANT GLASS, LOW E, AND ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION ` CONNECTORS AS PER SHEET W-2. ADA IMEC14411CAL LIFT--\ �\ � 3� AN W1 N \ i UNIJL P ING 5T IR03 1 / 1 3 3 S. — d DN. EXls 1 s IR I ; �� I °I L' [�_- 1 3411 JJIL I v A-3 FLOOR CONSTRUCTION To IN OI 0C 1 \ o s� FLOOR FINISHES AS PER PLAN \ o c o 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED I I m 1 I — — I P-10' 8' ;� 13'-01 3 9' N SEE PLAN FOR FLOOR JOISTS 3� o LOAD BEARING° __ UP E AL IS S HEADER E,RI POINT 14DDER BEARING I 1 ARCH COLUMN I __ ___ _ _ I I EXISTING OV H D ---- L RCH EOE - - I ------ - (2,---i- rTG�FIICROC f'1_Ll/L 1 --------- -- - ---- - ------------- --------- �1T',ax14_MFR—Q-AM.LVL------ 1 , a IN � , I I 4-0 3'-q" 111-21 14'-4' 1 ;, Proposed Addition/ I I . LINE OF STAGE EDGE °� i EXISTING LOAD BEARINGill Alteration For: ARCH COLUMN (VERIFY I 1 CONSTRUCTION IN FIELD) 1 a x i I WOOD FRAMED WALLS BELOW, �_ I,I North Fork s i I 1 SEE FOUNDATION PLAN tr I I 1 I I ' ' 3 Communis I i A-2 WALL LEGEND: T i I iii °N I EXISTING WALL TO REMAIN N ---- Theater EXISTING WALL TO BE REMOVED I I II 1----� . ' h: ��I I � _.��..,� NJr1 2 X 4 WOOD FRAISE E+�,�L 2' NII�I L �( 6 WOOD FR.h�'EE WALL EXISTING STEEL BEAM i i I LOAD BEARING WALLS ------ -- -- -- -- -- -- - I SEATINGI A-3 A-3 I I a iii o I 0 NEW P.C. CONCRETE WALL i ' III FIRE BRICK 7 STANDARD BRICK 12700 Sound Avenue Iq'-7" = Mattituck, New York 11952 a-b 5 1 I < DROPPED MASONRY AREA To REMAIN I� ORCN PI I I STAGE I �' D� I HOUR RATED PARTITION � S.C.T.M.# DURING CONSTRUCTION I OPEN TO BELOW i I _ 3/4" FURNITURE GRADEINISH PLYWOOD I 1000-141-4-26 p/o 32.1 I I i i,i STAGE DESIGN REVISIONS I M I ° II 20 DEAD 150 LIVE I O REVISED AS PER TOWN COMMENTS X I j GUARD RAIL @ 42' I 1 I I 1 MIN. OFF MAIN FLOOR III I EXTEND b' INTO WALL t I ° GROUT SOLID O 9M18 REVISED AS PER TOWN COMMENTS I 1 III SIMPSON ML76 ANGLE WITH O Ili I (4) V,' DIA. BOLTS EACH G 91-2" O — 1 O EXISTING PROSCENIUMr I i l l TO RBMA.IN i 2L--1 I "x9 " MICROLAM LVL OnII 1 r ----� — ----------- O K I 1 II r ---------------------- N I I I N O ° I I -- .............. 1 I a i i � 42GUARDRAIL � I I LINE OF ORCHESTRA ' ^°� O PIT EDGE 10'-1' "' 1 I� 4'-4" A 6' I I : O ' V-7 3/16" I 1 O 1: sn 1 _ UPJAL IS o DN. 17 RISERS I l O 9 I I 1 I I '0 N EXTEND 6' INTO WALL t SII , i MAIN LEVEL scale: I/4' - 1'-0" it GROUT SOLID. sp A-4 PROPOSED — — — — — — — —T—i - - - - - - - - - - - - - - - - - - -� I 2 I I I I I I I I A-5 I 0 I I I ' SEAL I I I I I U _7] I I DOOR SCHEDULE I I 4k ED R EXTERIOR DOORS E E51 ION VENT AREA UNIT AREA REMARKS SYMBOL 51ZE MANUFACTURER TYP D GNAT Q 3Q x 7 a THERMA TRU HINGED ADA LIFT SPECIFICATIONS _C __ __ _ o __ __ __ I ., a... VERTICAL PLATFORM LIFT (MODEL-CPLI200) BY HARMAR LIFTS: I x m - 750 LBS. LIFT CAPACITY WITH A 50"x54" FOOTPRINT APPROX. 11' OF TRAVEL INTERIOR DOORS - CUSTOM CAB: APPROX. 30'W x 54'D SYMBOL SIZE TYPE REMARKS NOTES - TWO 42' FIRE RATED HOISTWAY DOORS WITH ELECTRIC STRIKE Li - SOLID 42 HIGH GUARDRAIL PANELS OA 34 x 6 It HINGED 45 MIN. FIRE RATED PUSH BAR HARDWARE - ACME SCREW DRIVE BELT DRIVEN SYSTEM FOR SMOOTH OPERATION INSULATION NOTES - TOP MOUNTED MOTOR AND ELECTRICAL BOX MAKES SERVICING EASY AND I I Copyright 20I8.STROMSKI architecture,p.c.All rights ® 3 0.x 6 11 HINGED ELIMINATES POTENTIAL WATER ISSUES R-313 INSULATION AT ROOF OF NEW ADDITION — " reserved.The Architect reserves the right to reproduce this - BATTERY BACKUP DC POWER 2'02' SLEEPER I design in its enrirety or any portion thereof.Unauthorized - SOLID R 13ACKU WITH NON-SKID SURFACE FOR ADDED SAFETY R-21 INSULATION AT SIX INCH EXTERIOR WALLS OF NEW ADDITION alteration of these documents is a violation of the New York GO 3 Q x 6 ll HINGED I HR 30 MIN. FIRE RATED PUSH BAR HARDWARE R-7.5 MIN.aNrINUOUS INSULATION AT PERIMETER FOUNDATION WALLS State Education Law.These drawings and specifications are - WEATHER RE515TANT DESIGN FOR INDOOR AND OUTDOOR USE I I an instrument of service and are the property of the Architect. NOTES ANY EXISTING CAVITIES EXPOSED DURING CONSTRUCTION TO BE FILLED - CONSTANT PRESSURE, PADDLE SWITCH CONTROLS WITH EMERGENCY STOP BUTTONI I I These drawings and specifications are not to be used on any - SAFETY SENSORS ON UNDERSIDE OF PLATFORM STOP AT OBSTRUCTIONS WITH INSULATION other project,except by written permission of the Architect. I. ALL GLAZING TO BE 14V PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. - STATIONARY ACCESS RAMP I I - COMPLIES WITH ASME/ANSI A15.1 SAFETY CODES FOR ELEVATORS, NFPA 70 PROJECT NO. I6-777 NATIONAL ELECTRIC CODE. - REQUIRED 115V AC-20 AMP GROUNDED CIRCUIT SCALE AS SHOWN DATE 8/7/20I8 fl z PARTIAL ROOF PLAN Scale: 1/4' = I'-0" DRAWN BY TLD CHECKED BY RS A-a PROPOSED TITLE DI P2 P3 P� P5 P� P7 I HOUR RATED I HOUR RATED UL DESIGN U305 UL DESIGN U305 2 R RATED UL DESIGN U301 Proposed Main FINISH GYP. CEILING FINISH GYP. CEILING FINISH—I GYP. CEILING FINISH GYP. CEILING FINISH GYP. CEILING FINISH; GYP. CEILING FINISH GYP. CE LI�aG Floor Plan SMOKE TIGHT JOINT SMOKE TIGHT JOINT (AT RATED WALLS) (AT RATED WALLS) 13" CONCRETE WALL 8' CONCRETE WALL Y2" CDX PLYWOOD SHEATHING (1) LAYER 5/5' TYPE 'X' (1) LAYER 5/51 TYPE 'X' (1) LAYER 5/6' MOLD AND (1) LAYER 5/0' MOLD AND (II) LAYER 5/13' MOLD AND (1) LAYER 5/13' TYPE 'X' MOLD 4 MILDEW RESISTANT MOLD t MILDEW RESISTANT MILDEW RESISTANT GYP. MILDEW RESISTANT GYP. MIILDEW RESISTANT GYP. MOLD 4 MILDEW RESISTANT (2) LAYER 5/61' TYPE 'X' GYP. BOARD BOTH SIDES GYP. BOARD BOTH SIDES BOARD BOTH SIDES BOARD BOTH SIDES BOARD BOTH SIDES GYP. BOARD BOTH SIDES GYP. BOARD BOTH SIDES SHEET 6" WOOD STUD 4" WOOD STUD 4" WOOD STUD 4" WOOD STUD 4' WOOD STUD ON 6" WOOD STUD 4" WOOD STUD FLATSOUND ATTENUATION SOUND ATTENUATION I" INSULATION GAP INSULATION BLANKET— BLANKET A -4 T.O. SLAB T.O. SLAB T.O. SLAB i' T.O. SLABU1r.0. SLABU T.O. SLAB T.O. SLABEE 7 1/4' 5 114' 51/4, 5 5/€S' 8' 2 5/€5' 13' 7 1/4' 51/4, architecture, p.c. e P.O.BOX I254 JAMESPORT,NTY 11947 l' PHONE(63I)779-2832 FAX(63I)779-2833 ri 9 r J � -- -- __ __ -- - - __ __ __ _ _ _ __ _ _ __ _ _ _ _ __ _ _ _ _ __ 50 STORAGEILIGHTING ROOM Proposed Addition/ Alteration For: T-'%-J. orth Fork a Community - - WEF3 STIFFENER (2) LAYERS V4' PLY WEE3 STIFFENER — — - - - A-2 TOP OF STAGE Theater I ' I EXISTING FLOOR REMAINS MAIN LEVEL oS' - - -- - - - - - - - -- - - - - - - - - r— - 01 -01 I 7 I/4I I , 12700 Sound Avenue GME AT EXTERIOR W.I"dP Mattituck, New York 11952 -z' -a" S.C.T.M.# cr PROPOSED STORAGE ORCHES PIT STORAGEMMERSAL AREA I I 1000-141-4-26 p/o 32.1 I I _ REVISIONS I I O REVISED AS PER TOWN COMMENTS I I -1-- - - DRESSIK ROOMS _61 _0" d O 9/7/18 REVISED AS PER TOWN COMMENTS EXISTING MSEIFAT MOM EWD�$ L 1!$ —9' —3' 7 1 9 O r a BUILDING CROSS SECTION Scale: 1/4" = 1'-0" A-5 TWOUGH T14E STAGE 0 n �q O 0 0 • O O O 4 0 �01 A0 ' 0 j SEAL I 2'x8" KNEE FALL @ 16' O.C. 2'x10' @ 16' O.G. `n/, / 2'x6' @ 16' O.G. r�✓ a 4 C � y I I I 1 SUB STORAGrE&I(xrE' TING ROOM -- - - -- - SUB STORAGULIGHT11G ROOMAK 10' -3" Copyright 20I8.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this \� design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other proicct,except by written permission of the Architect (2) 14' LV PROJECT NO. I6-AR00I0 TOP OF 15VAGE _ 19 f— (2) 14' LV!.. _ - _1010 OF yC — — —— 3' -01 — _ � 4 --- -- ------------ — " � T SCALE AS SHOWN DATE 8/7/20I8 DRAWN BY TLD CHECKED BY RS TITLE 01 01m GRADE da 1 EXTERIOR RMP � > GRADE AT EXTERIOR RhY IP -- - - -z' -4" 47 -- -- IF -z' -�" Proposed co co . _ Building Sections RISE: 6.94' RUN: 11' 60' MIN. ORC14 PIT$- �: __ __ ORCH PIT -6' -7" -6' -7' DRESSING ROOMS ' '7 7 -- -- -01 -01 -- -- DRESSING ROOIMS 1 -01 EXISTI_ aASEMENT NEAR STAIR TO STAGE — _ _ __ __ __ __ __ EXISYI� B�QSEI PM FI E STAIR TO�STAGE SHEET -9' -3" -9' -3" 3 BUILMIG SECTION Scale: 1/4' = 1'-0' A - 5 eBU ME INGSTA SECTI04� Scale: I/4" = I'-0" A-5 114ROUW STAGE AT ADDITION AT T18E STAGE I d ;y� sqP l G 3 architecture, p.c. 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Li_IL -I1;I_U LLiI-ll.i L1LliJLI I1 iI II lI II i1L LLIIJJ L1�' LL ll L 11 L 1I-LLL�L 11i r _L!ill IL111J1�Lli 1L11 T1 11 11 LuJ_!I_luLL 11 uuli L 11 J ilulu lv' 1 AL1 !LI�J 1 !11JI llJu 1L' 'L, Proposed Addition LLi 1 11 1lluIILII lLLL1l1u LI iIllL.uI 1 X11'�J JAIII L}IiI� 1ll_u�L11L1L uL 1 1L l I, 11 lI I-LI I, 111�1JL. p / ''I.LI-1L_ii'.1 I1_Il_J 1L LJ -11 1LL;_1LLI1 11LLl�l 1LJ1L.1L11_L-1= I I 11 I! _J1LL1i�i, I.1 1I'' :- LLLL. L!Il Ll_J111_L 1l iI_ _L!..li_Iu.L1�lllLlluLLLLLllllL1 illJLL l �I'I JJl_'I_I 1LJ'_I 1LlLLI L I! IIII I1 II I1 ' Alteration For: 1J-'I',' 1Lli,LlL_L[LL_11i1'I III IIII II II IIJ!�liJ 1J J!_11L 11 L1L1ilJll_i' J1!; J� l' I;11_JI JJl_I''.1Lll_J!IiJLJLL'J Ll_'JLL 1Lli1J1J LLLJIJ l it Ii Iii ;�L;_ _L'1� 1_lLL' 1! 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LL 1W JLI I l _W L '��1 JAI, 11 JJ ll_111 JJ Lll1_.1ILiL1 tilul LL lli 1111ilLJJ11�Lil�.i_JLal_1LWJ�LILLL L_il1 gCOmnZ(.�nit llL-IW� IJIIIJl Lt' LIli' �LLII 11111 ILI J il- JIB L1 II LJ ILII i I1:I IL1 LI L,_1 "W1i1LJLW J11111_LI.lI�JI Y i u 1111_ L iu�JL11L1 l III I' II III II �� L i_-'' Lli1 'heater j I IL1L>_LLL Jl � L I Il�LJL�1 Ii 1LLL1�1J_L_ _ I II 1 Ill, I'I _.I _1LLLI II I 1 LLI C I 1 1 I I I 1 11 11 llITIl IIlTll 11 It 11 111TI1 11 Til 11 Til 1111111 111111 111111 111111 111111 Ill I _-ILLLI J11LIL1LJA _I-I I LEE -LLL 11 1 11 Imo' U' 11 Lill u TFM ULIL' I � P I I I I I I I a I ' 12700 Sound Avenue i Mattituck, New York I I952 ' 1000-141-4-26 p/o 32.1 d EREVISIONS OREVISED AS PER TOWN COMMENTS O9M18 REVISED AS PER TOWN COMMENTS Lll 1 ; I . x111 S I I I `✓ t - - T- - O 10 i BLDG. ELEVATION NOTES: 0 PRMOSED ADDITON FRONT ELEVATION scale: ve _ 114ROOF NOTES: 0 2 PROPOSED SIDE ELENA_ION Scale: 1/4' = I'-0' 30 YEAR ARCHITECTURAL ROOF SHINGLES. O t A-b FLAW AT ALL ROOF BREAKS. PROVIDE O A-6 ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES RIDGE VENT - CONTINUOUS WERE �O b APPLICABLE O GABLE FASCIA NOTES: 0 1' X 0' RAKE FASCIA O 12' GABLE OVERHANG 3/0' M.D.O. PLYWOOD SOFFIT �O I' X S' RAKE FRIEZE BOARD 1 O FASCIA AND SOFFIT NOTES: I' X 8' FASCIA SEAL 3 12' OVERHANG 3/0 M.D.O. PLYWOOD SOFFIT QED AV?CC. SIDING NOTES: CLEAR CEDAR BEVELED SIDING INSTALL �� :•:'," 1 4' TO THE WEAT14ER OVER 15LB FELT PAPER. SIDING TO BE BACK PRIMED PRIOR TO INSTALLATION r^n BEST " :.._7 PERFORMANCE. TO MATCH EXISTING RAILING NOTE: - 35' HIGH GUARDRAIL TOP AND BOTTOM n RAIL 14;TI; 5/4' &BLUSTERS 5F-ACED 5' ON CENTER. RAILING TO BE Copvright 2.018.STROMSKI ardtiteeture,p.c.All rights O THAT A 4' SPHERE reserved.The Architect reserves the right to reproduce this CONSTRUCTED S MAY NOT PASS 0 THATkd ANY design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New fork OPENING. State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. - 34' NIGH HANDRAIL TOP AND BOTTOM These drawings and specifications are not to be used on any RAIL PITH 5/4' BALUSTERS SPACED other project,except by written permission of the Architect. 5' ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE PROJECT NO. I6-AROOIO MAY NOT PASS THROUGH ANY OPENING SCALE AS SHOWN DATE 8/7/2018 DRAWN BY TLD CHECKED BY RS TITLE Proposed Building Elevations SHEET A - 6