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Home My WebLink About43624-Z QtiOgVFFQ�'fCOG Town of Southold 2/10/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE- OF OCCUPANCY No: 41052 Date: 2/10/2020 THIS CERTIFIES that the building COMMERCIAL 4 'Location of Property: 9095 Sound Ave., Mattituck SCTM#: 473889 Sec/Block/Lot: 121.-2-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/28/2019 pursuant to which Building Permit No. 43624 dated 4/8/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"additions and alterations to an existing restaurant as applied for. The certificate is issued to 9095 Sound Ave LLC of the aforesaid building. ' SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43624 1/2/2020 PLUMBERS CERTIFICATION DATED 1/15/2020 to Edin qq Au Signature \ o�Su¢ TOWN OF SOUTHOLD BUILDING DEPARTMENT CO 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#: 43624 Date: 4/8/2019 Permission is hereby granted to: 9095 Sound Ave LLC 165 Oliver St Riverhead, NY 11901 To: legalize "as built" additions and alterations to an existing restaurant as applied for. At premises located at: 9095 Sound Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 121.-2-2.1 Pursuant to application dated 1/28/2019 and approved by the Building Inspector. To expire on 10/7/2020. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,223.20 CO -COMMERCIAL $50.00 Total: $1,273.20 Building 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. —New Construction: Old or Pre-existing Building: (check one) Location of Property:_ _ ��r jc)cJp/z� 4l/L ouse No. Street Hamlet Owner or Owners of Property: Cfd�6� �(�y� 6:vy— L L Suffolk County Tax Map No 1000, Section `�`/ . 0UV Block 662_od Lot Subdivision Filed Map. Lot: Permit No. 2 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature OF S0�/�y®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q roger.riche rtA-town.southoId.ny.us Southold,NY 11971-0959 mac` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 9095 Sound Ave LLC Address: 9095 Sound Ave City: Mattituck St: New York Zip: 11952 Budding Permit#: 43624 Section 121 Block. 2 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [Contractor: DBA: Elec Tec Inc License No: 4814-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 X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 58 Ceding Fixtures 11 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 4 Recessed Fixtures 50 CO Detectors Sub Panel 2 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures7 Time Clocks 1 Disconnect Switches 6 Twist Lock 11 Exit Fixtures 10 TVSS Other Equipment* 2-heat lamps, 2-20a /250 V recpticles, 3-step lights, 2-hood lights, 2-exhaust fan circuits(20a/208v-3 phase),2-shunt breakers(20a/125v), 1-100a 3 phase sub panel, 1-60a1 phase sub panel, Notes: 1-60a-208-3 phase water heater, 1-new walk in cooler,3-new refrigeration condensers-2-20a 1 phase 208v, 1-20a 3 phase 208v. Inspector Signature: Date: January 2 2020 81-Cert Electrical Compliance Form As pF SOUIyo --- Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 •,. Southold,NY 11971-0959 `�CQuIY 1?i�' • BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 A N 2 7 2020 - _ CERTIFICATION Date: Building Permit No. Owner: S�y Ate. C— (Please print) Plumber: ,q a. - (Please print) I certify that the solder used in the water supply system contains less than VIO of I% lead. (Plumber Signature) Sworn to before me this l day of 20 LORRAINE WEIS13URD Notary Public,State of New York No.01 WESW240 CoQualified in Suffolk County V mmission Ex res Se tember 2�, Notary Public, V County �i� r S TPN�S]:Ic�n�ect�lre �aad C®nst��cti®�n M�na�e>rtnernt Services architecture,p.c. January I51h,2020 z , Town of Southold Building Department JAN 2 2 2020 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Attn:Mr.John J.Jarski—Senior Building Inspector Re:9095 Sound Ave.Mattituck NY I I952—North Fork Road House Dear:Mr.Jarski, This letter is to serve as a written verification that all rough plumbing has been installed as per 20I5 IBC Building Code,2015 IPC Plumbing Code,Suffolk County Sanitary Code,&Town of Southold Building Regulations.The Installation followed our prepared plumbing riser diagrams,if you require any additional information please do not hesitate to contact our office. Respect yours, ober S omski DAP STRO KI architecture,p.c. P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 OE SOUTyolo * TOWN' OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION = 3�Z �- [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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 L INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 'cou765-1802 INSPEC=TION [ ] FOUNDATION 1 ST ' [ ] ROUGH PLBG._ - [ ] FOUNDATION-2ND [ ] SULATION/CAULKING- [ ] FRAMING /STRAPPING [ FINAL [ f FIREPLACE & CHIMNEY` [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ '] FIRERESISTANT PENETRATION- [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . ( _ 1 Y `r ym t Lc�' _ 3 V4 C-76 — � ir�►'S g+'. to _ � A:4i�1 _ - - - DATE fl .INSPECTOR Vn�, r%L OF SOUTyolo 1Z-t- 2--Zi, L 1vr t�'`� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL rAd [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: /r✓ !AIAL� f' 61 / i 1 4z✓ i /s y w r DATE INSPECTOR .. , lac ho�apF SO//T�°lo TOWN OF SOUTHOLD BUILDING DEPT. I comm", 765-1802 Alr INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL i [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SSSS i NSPECTOR DATE �-�a �02� 1 � LJa q PERMITS TO OPERATE A FOOD ESTABLISHMENT AND PERMIT FEE PAYMENTS ARE NOT TRANSFERABLE Notify the Bureau of Public Health Protection of any change of ownership,type of business activity,business name,or billing address by calling 631-852-5999 Permits become void upon change of ownership.New owners must apply and pay for a new permit prior to beginning operation Operating without a valid permit may subject you to legal action,including a hearing,fines and possible suspension of the operating permit NFRH INC. NORTH FORK ROAD HOUSE 165 OLIVER STREET RIVERHEAD,NY 11901 DETACH PERMIT HERE AND DISPLAY PROMINENTLY TO THE PUBLIC Suffolk County Department of Health Services STEVE 360 Yaphank Avenue Suite 2A SUFFOLK COUNTY EXEC COMMISSIONER JA`�ESL TOhC MMISSONERH MS W Yaphank,NY 11980 631-852-5999 SUFFOLK COUNTY www.suffolkcountyny.gov/health DEPARTMENT OF HEALTH SERVICES PERMIT Facility ID FA0002257 Account ID AR0012950 TO OPERATE A FOOD ESTABLISHMENT Issued 2/7/2020 NORTH FORK ROAD HOUSE 9095 SOUND AVE y MATTITUCK, NY 11952 OWNER NAME: NFRH INC. Restaurant Seats=65 Permit ID Number. PT0002067 Mechanical Dishwasher Required Exterior Seats=20 Catering Seats=0 Valid From 2/7/2020 To 3/31/2021 Bar Seats=20 Total Seats=105 This permit will expire upon the date specified or upon a change of ownership This permit is NOT transferrable and is granted subject to compliance with the provisions of Article 13 of the Suffolk County Sanitary Code and all applicable state,local, and municipal laws,ordinances,codes,rules,and regulations THIS PERMIT MUST BE PROMINENTLY DISPLAYED TO THE PUBLIC FEB 1 0 2020 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) �3y 'FOUNDATION (2ND) lif z o ROUGH FRAMING& PLUMBING H b INSULATION PER N. Y-. y STATE ENERGY CODE re S 11" s U� Lead Svc FINAL ADDITIONAL COMMENTS �?o Z Id- o)V A blcah d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST �BUILtWNG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans-7o TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. W� Check Septic Form NYSD.EC �1 Trustees C O Application Flood Permit Examined ��!^��Q V � Single&Separate v D Truss Identification Form Storm-Water Assessment Form JAN 2 8 2019 contact: X I V Approved 20 Mail to ! Disapproved a/c _ N �UrDA2��e�n `a{: Phone.-64f _ �� t`/ i R Expiration 20 0�OF S-01 �� `��Qu Build or APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Penn it 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 interum,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. L� corper CIAO-( �- P� OW ^/ (S(gnature of applicant or name,if a corporation)21 ` AaUC&SVe- fV 7 ! / (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ()i.IUM P!' Name of owner of premises g c)] S- S000p A U c LLC' (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lcation of land n which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 121 .60 Block ��U Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pr mises and intgnded use and occupancy of proposed construction: a. Existing use and occupancy e c. b Ute'J' b. Intended use and occupancy CAO-4-UAk ZA4 f �74f 4A14 to 647' 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work �_ Lji W, (Description) �— 4. Estimated Cost �� 5-00 ' Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units �Number of dwelling units on each floor A4/4 If garage, number of cars /+ 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 'Y / 7. Dimensions of existing structures,if any:Front S6 Rear Depth ( 3 Height29 Number of Stories Dimensions of same structure with alteration or additions: Front Rear 011, Depth IQ it A- Height Number of Stories juA 8. Dimensions of entire new construction:Front VIA Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO_)O_Will excess fill be removed from premises?YES NO G N 14.Names of Owner of premises q093- ��+0 Address A 05 O 1(Vdr 5f Phone o. 7 A-? 70 7 y Name of Architect jgeb A Address e Phone No Name of Contractor Wf2rA tr(1( �,L ®ani Address 00- ',c 491 Phone No. S* (. 390 IV owncrs Ac5,mDco" 411 11931 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NOS *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO_�_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY 0� being duly sworn,deposes and says that(s)he is the applicant (Name`o'findi"v'idual signmg con act)above named, (S)He is the L a-c r (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. SwonLto b fore me this day o Mnilrj20 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK x NO.01 DW6306900 Notary Public QUALIFIED IN SUFFOLKe ofAp COMMISSION EXPIRES JUNE 0,2 D BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roq_er�southoldtownny_gov seand a�so.utholdtownny.gov �r APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: - - - License No.: kiw 01 t> email: C Address: Phone No.: JOB SITE INFORMATION (All Information Required) j Name:,- Address:' ame: _Address: - Cross Street: g Phone No.: 6 —75-n Bldg.Permit#: email: Tax Map_District: . 1000 _.-Sectiori oZ Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) C?Z � tCf10. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In A Fioal- Do you need a Temp Certificate?: YES )tNO� Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _A #Meters __ Old Meter# - New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:' PAYMENT DUE WITH APPLICATION^ Request for Inspection Form.xls TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health Y SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 r Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NX S.D.E C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 � Mail to Disapproved a/c Phone � Buildm Spector `�. M/YR 1 2 2019 11 APPLICATION FOR BUILDING PERMIT Date 3 _,201,37 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c The work covered by this application may not be commenced before issuance of Building Permit. d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Si a of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises___ '70 9�� 5G V 11 J (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location�n of land � whichpro o`see-d�work will be done: �� House Number Street Hamlet County Tax Map No. 1000 ,Section Block ,Lot 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8 Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S• COUNTY OF SAO Q.(,Q)I V1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named,V (S)He is the lrxW—jr, (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. TRADEY L.DWYER Swo to efore me thi NOTARY PUBLIC,STATE OF N9W'QRK �day of Qr C, 2019 NO.OIDWO306000 QUALIFIED IN SUFFOLK GOUr4TY COMMISSION EXPIRES JUNE 09,jag- Notary Public Signature of Applicant S Architecture and Constructi®n Management Services w •� — architecture,P.c. TRANSMITTAL SHEET TO: FROM: Mr.John J.Jarski Robert Stromski,AIA COMPANY: DATE: Town of Southold January I5,2020 Building Department 54375 Route 25 P.O.Box 1179 Southold,NY 11971 PHONE NUMBER: CC: (63I)765-I802 North Fork Road House RE: JOB NUMBER: Town of Southold—Plumbing Letter----Building Permit No.:43624 I8-AR020 ❑FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Inspection Checklist Dated I/I0/2020 I Original Signed Letter Addressed to Mr.John J.Jarskt-Senior Budding Inspector REMARKS: Attached please find Architect's letter as per inspection checklist notice dated I/I0/2020.If you need any additional information, please feel free to contact our office.Thank you, Robert Stromski,AIA LEED AP JAN 2 2 2020 P.O.BOX I254 PHONE(b3 l)779-2832 JAMESPORI NEW YORK I I947 FAX(63I)779-2833 Johnson 0011 Controls This certificate is awarded to aiex Ramirez for the successful completion of the course PYR0-CHEM Mchen KMght H Restaurant bars Suppressoan System Online Class by FSP- Special Hazards ®ate: Wednesday, March 21, 2018 Suffolk County Portable Fire Extinguisher.an. Automatic Fire Extinguishing,Systems, � Licensing Board , Licensee Alexander Ramirez I, . Regstered Facddy RiarkCorp dba,ABT,Design 8 Fire Prot License Number " This certifies that this _ 111 B individual"is c�4lyylicensed` Date issued_ liy^the Coiimty of Suffolk 05/01/20 Joseph F. Williams' FxPimUon Date bommissioner'' 0513!/2019, s Ifr ',TFi'is<licerise is the pyo a Cour ty`Depaitmerif"p'of Fite of'the Suffolk g Emer enc Rescue and , 9 y Services. Possession of this license does not guarantee its validity. '" Portable Extinguishers License Endorsements brYIWet Fixed Extinguishing Systems slbnature' New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE R � A A A A A A 562457472 - 7 USI INSURANCE SERVICES LLC 333 EARLE OVINGTON BLVD#800 UNIONDALE NY 11553-3645 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RIARK CORP T/A TOWN OF SOUTHOLD ABT DESIGN&FIRE PROTECTION BUILDING DEPARTMENT 1724 CHURCH STREET TOWN HALL HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER I ERTIFICATE NUMBER POLICY PERIOD DATE 11169034-4 501674 02/03/2019 TO 02/03/2020 2/11/2019 THIS IS,TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1169034-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON---THE- CERTIFICATE- HOLDER.-THIS CERTIFICATE DOES NOT AMEND,—EXTEND_OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:329345967 U-26.3 f Client#:776522 RIARKCOR ., AC*ORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 5/07/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services-SCL A/C No.Ed):516 419-4000 a No): 877 727-5171 333 Earle Ovington Blvd.,Suite E-MAIL 800 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Uniondale,NY 11553 INSURER A:Arch insurance company 11150 INSURED Riark Corp.dba ABT Design& INSURER B:UUcaNeflonalAssurancaCompany 10687 Fire Protection INSURER C: 1724 Church Street INSURER D: Holbrook,NY 11741 INSURER E; INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ,CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP OR INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY MFGL10213000 4/27/2018 04127/2019 EACH OCCURRENCE $1,000,000 CLAIMS MADE �OCCUR PREMISES Ea occur ence $100,000 X PD Ded$2,000 MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE s2,000,000 POLICY❑JECT LOC PRODUCTS-COMP/OPAGG s2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 4749790 4127/2018 04/27/201 COMBINED GLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNEDSCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY Per accident $ A UMBRELLA LIAR X OCCUR IIAFUM08000300 4/27/2018 04/27/201 EACH OCCURRENCE $1,000,000 X EXCESS bAB I CLAIMS-MADE AGGREGATE $1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION I PERU= OTH AND EMPLOYERS'LIABILITY STATER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) r CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S23058199/M23018927 NRTZP CERTIFICATE OF LIABILITY INSURANCE DATE(M ov28/zo1/2019 Y) s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE,HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Roy H Reeve Agency Inc NAME: Roy H Reeve Agency,Inc. AIC No Ext): (631)298-4700 FAX No: (631)298-3850 PO Box 54 E-MAILADDRESS: rhra@royreeve.com 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC N Mattituck NY 11952 INSURERA: Arch Specialty Insurance Company INSURED INSURER B: General Casualty CO Of Wisconsin 24414 Copper Crafts Inc Wor Jon Troyan Inc INSURER C: PO Box 2491 INSURER D: INSURER E: Aquebogue NY 11931 INSURER F: COVERAGES CERTIFICATE NUMBER: CLIS32007964 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE'OF INSURANCE P I Y EF I LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A AGL0052291-00 03/02/2018 03/02/2019 PERSONAL BADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY ❑X PRO F]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER* $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea acadent $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CBA1045797 04/15/2018 04/15/2019 BODILY INJURY(Per acadent) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acadent $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ NIA EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Town of Southold is Included as Additional Insured with respect to General Liaiblity when required by written contract per the terms and conditions of form AGLO100 00 0715-Blanket Additional Insured Endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD JL New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAA^A^ 113377005 ' COPPER CRAFTS INC PO BOX 2491 AQUEBOGUE NY 11931 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COPPER CRAFTS INC TOWN OF SOUTHOLD PO BOX 2491 TOWN HALL AQUEBOGUE NY 11931 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11387216-3 473051 03/15/2018 TO 03/15/2019 1/28/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1387 216-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION._ JONATHAN L TROYAN,PRES OF COPPER CRAFTS INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:539382071 U-26.3 New York State Insurance Fund E c Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 A A A A A A 562457472 USI INSURANCE SERVICES LLC 333 EARLE OVINGTON BLVD#800 sic` UNIONDALE NY 11553-3645 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RIARK CORP T/A TOWN OF SOUTHOLD ABT DESIGN&FIRE PROTECTION BUILDING DEPARTMENT 1724 CHURCH STREET TOWN'HALL HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11169034-4 501674 02/03/2019 TO 02/03/2020 2/11/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1169034-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:329345967 U-26.3 Client#:776522 RIARKCOR ACORDTM CERTIFICATE OF LIABILITY INSURANCE r DATE(MM/DDIYYYY) 5/07/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services-SCL PHONE Ext 516 419-4000 FAX 877 727-5171 333 Earle Ovington Blvd.,Suite E-MAIL ac No 800 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Uniondale,NY 11553 INSURER A:Arch insurance company 11150 INSURED Riark Corp.dba ABT Design 8r INSURER B:Utica National Ass.mnce company 10687 Fire Protection INSURER C: 1724 Church Street INSURER D: Holbrook, NY 11741 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY MFGL10213000 04/27/2018 04/27/2019 EEAACCHq�OECTCUR��RENCE $1,000,000 CLAIMS-MADE a OCCUR PREMISES Ea oNccurrence $100,000 X PD Ded$2,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY❑JE� LOC PRODUCTS-COMP/OP AGG s2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 4749790 04I27I2018 04/27/2019 COMBINED SINGLE LIMIT Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLYX AUTOS BODILY INJURY(Per accident) $ X HIRED ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY Per accident $ A UMBRELLA LIAB X OCCUR MFUM08000300 4/27/2018 04/27/2019 EACH OCCURRENCE _.$1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH. AND EMPLOYERS'LIABILITY YIN STATUTE ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ Iryes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S23058199/M23018927 N RTZP A�® 01/28/2019 Y) CERTIFICATE OF LIABILITY INSURANCE DATE(M THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed., If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CNAME:ONTACT Roy H.Reeve Agency Inc Roy H ReeveAgency,Inc. AHCNN0 Ext: (631)298-4700 FAX No: (631)298-3850 PO Box 54 E-MAIL rhra@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC k Mattltuck NY 11952 INSURERA: Arch Specialty Insurance Company INSURED INSURER B: General Casualty Co of Wisconsin 24414 Copper Crafts Inc Wor Jon Troyan Inc INSURER C. PO Box 2491 INSURER D. INSURER E: Aquebogue NY 11931 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1832007964 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUUL bUtJK POLICY EFF POLICY XP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDIYYYY MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RFNTF15 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A AGL0052291-00 03/02/2018 03/02/2019 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER GENERALAGGREGATE $ 2,000,000 POLICY❑X JECT � LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CBA1045797 04/15/2018 04/15/2019 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per.cadent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATIONOTH- PER AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Town of Southold Is included as Additional Insured with respect to General Llaibllty when required by written contract per the terms and conditions of form AGLO100 00 0715-Blanket Additional Insured Endorsement CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE },, Southold NY 11971 ��/ !ba, ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD n New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 AAAA^^ 113377005 , COPPER CRAFTS INC PO BOX 2491 AQUEBOGUE NY 11931 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COPPER CRAFTS INC TOWN OF SOUTHOLD PO BOX 2491 TOWN HALL AQUEBOGUE NY 11931 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11387216-3 473051 03/15/2018 TO 03/15/2019 1/28/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1387 216-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JONATHAN L TROYAN,PRES OF COPPER CRAFTS INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. 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Aa{a-,S A � .:�F1 �y��.�.,L,�,,..r `° t:,51. �3 t SUFFOLK FFOLK COUN'T'Y DEPARTMENT OF HEALTH SERVICES 00V e _ FOOD EST.A,BLJSHMEN7 INSPECTION SUMMARY REPORT ketion•CONT Activ.Code(s): 19 Estab.ID: 12551 Estab.Class•110 I stab.Name: PORTO BELLO RESTAURANT ?;stab.Address:9095 SOUND AVENUE Estab.City:MATTI'I'UCK Permit RestrD Capacity:85 i Owner. FRANCES C.DIVELLO,PRE Corp Name:PORTO BELLO REST., Mgr.Cert.#i1: SAFE: ( Corp.Address:P.O.BOX 1402 Inspection Date: 61/5!2008 Insp.Statas(es): 09 Risk: I Corp.zip: 11952 Time of Inspection: 9:32:35 AM i 'ode-Section Description of Violation Signature of Person Receiving Report. Sanitarian: 784 Lam Print Name: Joint Sanitarian: Page:Page I of I "The items noted above are violations of applicable laves;rules and regulations found during an inspection of the operation of thefaFihties in this establishment which must be corrected as indicated.Failure to comply may result in the initiation of legal action against this c3tablisbmcot as provided for[a Articles 3 and 13 of the Suffolk County Sanitary Code including a bearing, possible suspension of your food operation,and or the publication of the violation and fines." SUFFOLK COUINTY DEPARTMENT OF HEALTH SERVICES FOOD INSPECTION NARRATIVE Taim-coNTE,,t.b.TD: 12551 Estab.Class: 110 Estab.Nafne% PORTO BELLO RESTAURANT kctiv,Code(s): 19 Inspection Date: 6/512008 Time of Iiispeation: 9.32:35 AM �ode Section Description of Violation Other Notes Establishment out of business. Relocated-to Greenport Person Receiving Repori: Sanitarian: 784 Lane Page Page 1 of 1 —gin -z", ry w%",- `jr- - ,I tp—wmrf,,�pw, M OEM. 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THlS%PE1iviR''W#ik EXWIRE L1 QfV>7hiEyDATE NS - '.... - PECIFIEU Gt3rUf'QJV'A'CHkIGE OF�TFfE•(JP)~FATCSR. n� , surrm,f OuNrl .>" T"01$ �RMt7"<IS N . $F P,, Cat TRAPI RdkE,'ANDAS,t-]RAfit £D,:SUD�ECT iDCMM WT -THE DePgrryt;it7'OF FIEW.iN ICES < �- £ < PROVIS(C7js1 OF'APTIC F3:06 Ttii UtFOLK CGl�h?7Y, !S SJ�i�1TlE Y t;ODE AND AP"PLIC�j`44'L'E,STATC r'>" AL AtVD'NJ[jNiGfPAL L'AWS`.QRDINAN ,'RULES ANI1sp�fiU4AT107JS"C ,IF THF: tS'FSEa#VFD..81''Af d"QN-SfT ':VuELL";TFIE C711NFGCTIf�N%FIEG4(JII�E3AEttirf C?F 7HE �'t 't > ybSTATCSAkfTAR1,C0Q AfE• VklE3PENDING xOhITIUED`DATISFA THV•. CMPLIAPE � W 3F3,Ti#)v'PROVfSIQNS OF PAfrr ! _01 ? fK�-,�1 .0., . ='E• 'let`��': ..- i.` ... - .t°`- ^J:< i"^} e,5 -' �"�A ''�"t , p�c r t ° < ,£�f ?Ee, tl k.e,f•" ��••��rr,, ,••S 1. '+R�?'-�`.�qq t ��,fA�! tt��f�II�7 `S9�SME`-, `'�.'f. 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FRANCES C.DIVELLO,PRE Corp Name:PORTO BELLO REST,,I Mgr.Cert.#1: SAFE: Corp.Address:P.O,BOX 1402 Inspection Date: 615/2008 Insp.Status(es): 09 Risk: 1 Corp.Zip: 11952 Time of Inspection: 9:32:35 AM F ;ode Section . Description of Violation _ - Signature of Person Receiving Report: Sanitarian: 784 Lam Print Name: Joint Sanitarian: __ -__ PageTage 1 of 1 "The items noted above ere violations of applicable laws,rules and regulations found during an inspection of the operation of thefacilities in this establishment which must be corrected as indicated.Failure to comply may result in the initiation of legal action against tills establishment as provtdcd Tor in Artieles 3 and 13 or the Suffolk County Sanitary Code including a bearing, possible suspension of your food operation,and or the publication of the violation and fines." r SUFFOLK COUNTY U TSL3A11MIE T O HEALTH SERVICES FOOD INSPECTION NARRATIVE Action: CONT Estab.ID: - 12551 Estab.Class: 110 Estab.Name:, PORTO BELLO RESTAURANT �ctiv.&de(s): 19 Inspection Date: 6/5/2005 Time of Inspection: 9i32:35 A241 a 1 z lode Section (Description of Violation N Other Notes Establishment out of business. Relocated'to Greenport Person Receiving Report. Sanitarian: 784 Lam Page Page 1 of 1 ., • .. •- ice• • . t y n '/ y n • _" •�:, ,� , �t ._ • ' •��•:;s': -Fr , . + �__ � �., ;. '�." �`E: . ' . , - ' ^��,, 'ti .. :, '�� ` •��- j foie ,.. .. ,. IA •t'rr'..`..«..r:6 e� " "3 � V 3''• y%t� .-..� — —' — � .� T`• >. , ` Z "�' `; � � .>, " �,. . m : y ' �,>.-.„....:—�.......:.:...�,,,,�.. .-w.�r..-,«.•.�•.�..--+•r.—fir...„..•--+..-•.•..-„...� � F• Y. - -4, l of,, 40 Medford,Awmue PMChOL#6, NY 11772 Phone '(�,84) 475-5889 Fax,(6311 -475-764:6 .i ,,� � t 410 i ( _ I r tj I` .dam,:;ti. .. • i.� .- .� .r' .... .... � �c �� '1. _ •�� _ ===. �:�� .�:.�� ; ,� - F } 5• 7 Glearviow Plate-Glass Ca. Inc — L_0t,,,K, 4 -�Y1 •i34rtdvt9ki Paichoc uo, NY #`i`77. Phone (6 1415 rax (031) 475-'76 i1 ;tf Lold�E.n 1, tl �� _��r,. •• X � V . KA;. . � • pit ... .. , . ;z.• . .... , _ _ . ,x !�� •�-.1.--¢h•��ib-�r�.. . . , _ . Wr o Ck�,f el Clearview Plate Mass bo:, Inc. '4Q Medford ;avenue Pafthcigue, NY 117,72 Phone (W.) ,475-':.'5858 Fax (631) 475-761,6 Vitro'Architectural'(31ass a Product Data Sheet SUNGATE®400 Low-E Glass Sungate'x 400 is a passive low-e glass from Vitro Architectural „ a -: ,� Glass formers PPG lass designed s ecificall for eatin ” h'��^'''ta��. �X {ter dominated climates Manufactured with a magnetron sputtered >, X ' •,L, ti_ Z %R ., -+`.'+„Y^e:r":.'.L „•101 N S`. vaccum deposition(MSVD) "soft coat,"Sungate"I 400 glass aids . m' .w= ----�`"`` r •."7 '� et,�'s'F R-:.` ..y;;,.;x...T_.s::,3 '•w;f', t' 1,'�:a::;°•,s',P�",�'�-.� commercial buildings in retaining solar and furnace heat to he! FR reduce winter heating costs.The MSVD soft coat enables L;, „ R�'_` < •— .1-, k ' pP�p d j� R:.a: 2A'I Ih•ta Sungate"400 glass to deliver a winter U-value that is nine percent ��• better than passive low-e glasses manufactured with a"hard" pyrolytic coating,such as Sungatel 500 glass by Vitro Glass, and similar products from other manufacturers. 1 > =.mom 6 Aesthetic and Performance Options fila �i =°; ti tr In addition to offering excellent insulating performance,Sungate 400 glass has an exceptionally clear aesthetic.When coated on a standard clear glass substrate,Sungate"I 400 glass has a Visible - Light Transmittance(VLT)of 76 percent.On Starphire Ultra Clear'" f;° qQ S n", glass,VLT climbs to more than 80 percent. Sungatem 400 glass performs best as a passive low-e product cherry street Plaza when specified as a third surface coating on Sta hire®glass. Location:Olympia,WA i Products.Simgare"500 Glass I Architect.Glenn wells g rP g Arctelect I Glass Fabricator.Hartung Glass I Glazing Contractor:DK Boos Glass Inc In a one-inch insulating glass unit(IGU)with Starphire"'glass,this Surtgare'400 glass is a highly transparent,ksv-e glass designed specAically V he2Ung- configuration generates a winter U-value of 0.32 and a Solar Heat com�nated,northern climates It'eatures the same Gear aesthetic as Sungare"540 9 glass(ptcturedi,but with a 9 percent improvement in winter U-value. Gain Coefficient(SHGC) of 0.73,which is 15 percent better than the 0.63 SHGC attained with a similar Sungatell 400 unit with jonventional clear glass in a third-surface configuration. Sustainable Design and Architectural Glass Sungate',400 glass also has been engineered to work with Sustainable design,green building,safeguarding the environment Sungate'70XL and Solarban 60 glasses to optimize and the long-term management of energy costs are vital performance in triple-pane IGU's. considerations for today's building designers.Sungatee 400 glass is one more toot Vitro Glass offers architects and building owners For an even greater range of aesthetic and performance options, to reach their design objectives.Vitro Glass also promotes Sungate"400 glass can be combined with nearly any of Vdro's regional sourcing through its worldwide network of certified glass wide range of tinted glasses to generate Light to Solar Gain (LSG) fabricators and laminators ratios of up to 1 73.SungateO 400 glass also can be paired with subtly reflective, color-enriched Vistacool$and traditional Sungate-v 400 glass supports sustainable design and can provide Solarcooll reflective coatings. LEEW credit opportunities according to the following criteria- LEED/Green Design Category Feature Benefit Opt wo Energy Portonnance SHW des'mg^od for pass"solar aypkMItOns U vanro and yvls porSormance Enhance energy D a or ung DeyGghi S Weas innowsiton in Design C.rnd t&_3b 19 tots e'{epD�st vls�hle fgM uanYnQ4anco CratPa to So4ochin of to m 4ty tto"N1� 5 Cleaniiew Plate Glass Co., Inc. 40 Medford Avenue Patti c,(11)%, WY 11772 Phone (G_, i ; x858 7 t.. Fax (631) 4.75-1616 VitroArr.hitectural Glass Product Data Sheet SungateO 400 Glass Fabrication and Availability Additional Resources Sungatel'400 passive low-e glass provides maximum processing Surigate`,400 glass is Cradle to Cradle Certified`". For more Rexibility and can be easily laminated,tempered or heat- information or to obtain samples of any Vitro Glass product,call strengthened to satisfy increased strength or safety glazing 1-855-VTRO-GLS(687-6457)or visit vitrogtazings.com requirements,it is sold through more than 65 locations of the Vitro Architectural Glass is the first U.S,float glass manufacturer tlrtro Certified`"'Network.Vitro Certified"Fabricators can meet to have its products recognized by the Cradle to Cradle tight construction deadlines and accelerate the delivery of Certified" program,and offers more C2C-certified architectural replacement glass before,during and after construction, glasses than any other float glass manufacturer. SungateO 400 glass must be heat-treated. Insutating Glass Unit Perfdrmaill6e Oompatisons I.11-inch(26mm)units with 1/2-ftc 3m airs CII�vq�I -inch: m!n)tites, Visible Light Reflectance {BTil/hr°f< � Solar Heat Visible tight WFRC U-Valute Gain Light to Solar Glass Type Transmittance winter Cootttctent Cain (VT) Exterior% Interior% Nighttime Winter Arrgon {SHGC} (LSG) su gatex 400 Passive Low-E Glass ! sungxel 4!x1(2)Clear+Clear 76 14 14 0.32 028 0.60 127 Svagstel400(21$rant kaQ+Stwphire" 80 14 14 0.32 028 068 1,18 i Cleat+Stmgate°300(3)Clear 76 14 14 032 028 063 121 Srerphvu°+ningars°400(3)SrarlePure° to 14 14 0.32 028 073 110 Sokwal+Sungato O 400(3)Cleat 66 11 13 032 0-28 0,44 150 d Atk4rilica°+Surrgara$300 r3)Clear 5a 10 12 022 028 035 1.66 A.-urml+SwVare®400(3)Clear 59 10 12 0.32 026 034 174 Solarbitier'- Sungam"400(3)Clear 48 6 12 032 028 042 1A4 Pacillca'+Surtgere'400(3)Clear 37 7 11 0.32 028 030 123 Sotartuonze°+Surtgate'400(3)Clear 46 8 12 0.32 028 044 105 RPegray'+Surtgato°480(3)Cleat 54 8 12 0.32 0.28 046 1 17 Sotargreyc+Sungatrte 400(3)Cleat 38 7 12 032 028 - -0.39 097 Grtyrrre&It+Suripta°400(3)Clear 8 3 11 032 028 0,15 0,53 Ful pedorn arme data calculated us,ng LBNL i endow 7.3 software.except European u value,wh,ch is calculated using WinQat vemon 3 0 1 software For detailed a,tom,atmn on the methodoiot3eos used to calculate the aostheic and pedartrance values,n this table,please v414 v,trog4wngs ccm or request our Aichnectural Glass Catalog. Ciearview Plate Mass Co., Inc. 40 Medford Avenue Patchogue, NY 11772 'hone (631) 475-5656 Fax (631) 475-7616 For more information about SungateO passive low-e glass and other Cradle to Cradle Certified" architectural glasses by Vitro Glass,visit vitroglazings.com,or call 1-855-VTRO-GLS (887-6457) C-- :-- �D2017 Viso Aretsstectural Glass All m7hu re*c*ed Ada7irca,Arv+a Grayirre Opt,",Pacfta SoWb n,SabrW+ns Sobrbmzt+ SG.vcooi arttk Sctargtry,SrXeoa.Starpttre$ungata the Sungate hx3o Ysrtamal Vim Corlifed and the Vr&o Cerlif-d talo are registered tradema-ks o-Tted try!titre Crr-.e to Crade Cerofed is a traderna*1+tensed by the Cradle to Cradle Products innovaoon 1nstrute q r tkJ p Pm•ed'n the VSA OZi1'1F'i7(7134) JANUARY, 2019 190/350/500 Standard Entrances � EC 97911-191 FEATURES ✓• 190 narrow stile has 2-1/8" (54) vertical stile, 2-1/4" (57.2) top and 3-7/8" (98.4) bottom rail • 350 medium stile has 3-1/2" (88.9) vertical stile, 3-1/2" (88.9) top and 6-1/2" (165.1) bottom rail • 500 wide stile has 5" (127) vertical stile, 5" (127) top and 6-1/2" (165.1) bottom rail • Door is 1-3/4" (44.5) deep Dual moment welded corner construction Single or double acting e Infills range from (6.4) t 1" (25.4) V1- Offset pivots, butt hinges, conte geared hinge or center pivots 1�• MS locks or panic hardware 4 'V• Surface mounted or concealed closers � � 1 - Architects Classic push/pulls a$� Adjustable ustable astra al utilizing� ) g g pile weathering with polymeric fin at meeting stiles ✓/ Polymeric bulb weatherstripping in door frames V• PermanodiCm anodized finishes in seven choices Painted finishes in standard and custom choices Oationai Features • PanelineT" exit device or PanelineTM EL exit device • Wide variety of bottom rail and cross rail (�� t= 'ic t90 w stilegineered for moderate traffic in applications such as offices and stores g • 350 medium stile - provides extra strength for schools, institutions and other high traffic applications • 500 wide stile - creates a monumental visual statement for banks, libraries or Q buildings that experience heavy traffic conditions T a Clearview Plate Glass Co., Inc. RAa 40 Medford Avenue Patchogue, NY 11772 Phone (631) 475-5858 Y Fax (631) 475-7616 For specific product applications, consult your Kawneer representative. kawnear cam ADMA010EN KAW N E E R H♦KO.nC COVI.F. JANUARY. 2019 19013501500 Standard Entrances 5 + EC 97911-191 PICTORIAL VIEW re %, 0 �sm Ir 1 av #1 MECHANICAL FASTENING is accomplished by attaching a 5/16"(7.9)thick extruded aluminum channel clip to the vertical stile with 1/4"-20 heat © strengthened bolts and 3/16"thick steel nut plates for a high strength welding base for attachment horizontal member. Qg�g 'a g a � Q e n � #2 SIGMA'DEEP PENETRATION PLUG WELDS are made top and bottom after the horizontal is properly positioned over the channel clip to a help provide the strongest door comer joint currently available. 3 _3 `c c E t2 0 �5 Q > 0 n ii U c�- a m /DUAL MOMENT WELDED CORNER CONSTRUCTION a � x Y c An arc welding process known as Shielded Inert Gas Metal Arc(SIGMA) #3 SIGMA*FILLET WELDS along both top and or also known as Metal Inert Gas(MIG). bottom webs of the rail extrusion complete the welded comer construction kawneer com ADMA010EN /i(KAWNEER . .��I-- s 190/350/500 Standard Entrances JANUARY,2019 1 DOOR TYPES/SECTION DIMENSIONS EC 97911-191 Additional information and CAD details are available at www.kawneer.com 190 NARROW STILE 350 MEDIUM STILE 500 WIDE STILE cc tu �U STANDARD 1 1 STANDARD 1 ° IOL LL LOCATIONS LOCATIONS u U. TOP TOP LL 7d LL LL U o 1 ATTACHMENT ATTACHMENT STANDARD O ul 0 a O� $ w EXIT DEVICE W W t1'+ 8 r[ OF CYL. EXIT LOCK - CYLINDER }py� ui 3 3 3 2 m m _W 2 2 3Q > e e a n e e BOTTOM BOTTOM B$tea# OF DOOR OF DOOR ®O q L' Ea— c N (43 8) TYPICAL - - - - -- -- - - ------ ----- -- - _ 2 2 ` �s 2 0 e 4 LId 3 3 3 E A SINGLE ACTING SINGLE ACTING SINGLE ACTING m U 2-1 °yyQQ c 3 31� =E � 3 DOUBLE ACTING DOUBLE ACTING DOUBLE ACTING IFICKAW N E E R ADMA010EN kawneer com, JANUARY,2019 190/350/500 Standard Entrances 7 f EC 97911-191 CONSTRUCTION DETAILS Additional Information and CAD details are available at www.kawneer.com NOTE: 1.SERIES 190 NARROW STILE DOORS ARE DETAILED,MEDIUM STILE 350 DOORS AND WIDE STILE 500 DOORS ALSO MAY BE USED. 2.TRIFABT®VG 450 CENTER,1-3/4'X 4-1/2"(44.5 X 114.3)FRAMING IS DETAILED WITH THE DOORS FOR REFERENCE.OTHER KAWNEER FRAMING SERIES OR CURTAIN WALL SYSTEMS MAY BE USED.REFER TO THE CATALOG INDEX FOR THE APPROPRIATE DETAIL SECTION. 9 9 8g� 7 7 8 10 6 10 `goy 3 0 8 1 2 3 4 5 1 2 3 4 5 =.4 � 2 9� 0 8 8 8 8 a C p't ig 450019 450019 2 1 PAIR OF DOUBLE ACTING DOORS 3 450501 450501 v 2 `0 3 C 1 PAIR OF SINGLE ACTING DOORS 3 a T 450019 450019 450501 450501 3 0 9 r L CqC DOUBLE ACTING DOOR 4 5 SINGLE AC71NG DOOR 450033 x A INSERT 6 kavnecv tom ADMA010EN FICKAWNEER 8 190/350/500 Standard Entrances JANUARY,2019 CONSTRUCTION DETAILS EC 97911-191 Additional information and CAD details are available at www.kawneer.com DOUBLE ACTING DOORS 450012 r= 4M22 v GLASS STOPS b w 450081 450061 - 450500 450500 8 TRAY TRAY 10 7 mt >LD 0� 7 8 8 8 ` OPTIONAL OPTIONAL OPTIONAL BOTTOM RAIL BOTTOM,RAlL BOTTOM RAIL �3 WEATHERING WEATHERING WEATHERING m m5 W 069143 069141 069143 OVERHEAD CLOSER FLOOR CLOSER OVERHEAD CLOSER SINGLE ACTING DOORS COC WITH SINGLE 450012 450012 ACTING OFFSET ARM •, 450022 45002? s GLASS STOPS GLASS STOPS L i' a i4 45050'2 450502 450079 450079 10 7 041045 04104542. 10 7 c rJ E ° r ' e a 2 E 8 8 8 8 OPTIONAL OPTIONAL OPTIONAL OPTIONAL BOTTOM RAIL BOTTOM RAIL BOTTOM RAIL BOTTOM RAIL WEATHERING WEATHERING WEATHERING WEATHERING 069139 069139 069139 069139 OVERHEAD CLOSER OVERHEAD CLOSER OVERHEAD CLOSER OVERHEAD CLOSER ��KAWNEER ADIAA010EN k[nmeercom 10 190/350/500 Standard Entrances JANUARY,2019 STANDARD ENTRANCE PACKAGES EC 97911-191 Additional information and CAD details are available at www.kawneer.com TrifabTM VG 450 center door frames shown,TrifabTm VG 451 center door frames similar. DIMENSIONS ARE NOMINAL SINGLE ACTING DOORSC: J C N vsa 3132 118" ^`' 3r32 (2 4) (3 2) (2 4) 3 Zs DOOR OPENING WIDTH(DOW) c � 318 OVERALL FRAME WIDTH(OFW) 3/8' o (9.5) (9 5) 3 MASONRY OPENING MOTH(MOW) ii a E 8$A. g3 9 3 TRANSOM JAMBSC: ®g N L+O ag �Sy MC�C f 3B' j OVERALL FRAME WIDTH(OFM 318- c ig 5) MASONRY OPENING WIDTH MO 1,5) FRAME SIGHTLINE(FSL) FRAME SIGHTUINE(FSL) ( 5) E CONTINUOUS HINGE JAMB 0 5118' g 3/32" (79) (2 79) (2 4) _ DOOR OPENING WIDTH(DOW) 3 c 376' OVERALL FRAME WIDTH(OFW) 1 (9 5) {9 5) MASONRY OPENING WIDTH(MOW) c 0 STANDARD SIZES(TRIFAB-400&TRIFAB-VG 450 CENTER FRAMES) 59 te WITH AND WITHOUT TRANSOM .9 u Door Opening Dimension(DOW) Overall Frame Dimension(OFW) Masonry Opening Dimension(MOW) _€ 3'0' (914) 3'3-1/2" (1,003) 3'4-1/4" (1,022) 3'6" (1,067) 3'9-1/2' (1,156) 3'10-114" (1,175) z E 6'0" (1,829) 6'3-3/4" (1,924) 64-1/4" (1,937) STANDARD SIZES(TRIFAB-VG 451 CENTER FRAMES) 8 WITH AND WITHOUT TRANSOM -9 Door Opening Dimension(DOW) Overall Frame Dimension(OFW) Masonry Opening Dimension(MOW) Y TO" (914) 3-4- (1,016) 3'4-3/4* (1,035) 3-6- (1,067) 3'10" (1,168) 3'10-3/4" (1,187) 6-0- (1,829) 6'4" (1,930) 64-3/4" (1,949) WITH AND WITHOUT TRANSOM OFW=DOW+2 FSL MOW=OFW+3/4" Note:Dimensions shown above reflect Al Price Book standard stock door frame height with transom at 10'3-1/2"(3,137) FIC KAW N E ER ADMA010EN kowneer com JANUARY,2019 190/350/500 Standard Entrances 11 EC 97911-191 STANDARD ENTRANCE PACKAGES Additional information and CAD details are available at www.kawneer.com m� Ale a gat o ,gym € E 4) 9.0 P: f`' 450022 GLASS STOPS >q 1::1r. (j @ N � 2 W j x gr a O z LL 0 Vis$ _ g z w O a = _ z z z 'z z t a O a O O c - s ZDft n � n c s 4 J STANDARD SIZES(TRIFAB-400&TRIFABT°"VG 450 CENTER FRAMES) WITHOUT TRANSOM g N Door Opening Dimension(DOH) Overall Frame Dimension(OFH) Masonry Opening Dimension(MOH) T 0" (2,134) r 1-314• (2,178) 7'2-1/8" (2,188) t o R T 0" (2,134) 7'1-314* (2,178) T 2-118' (2,188) o g r o" (2,134) 7'1-3/4" (2,178) 7'2-118' (2,188) z o a STANDARD SIZES(TRIFAB-VG 451 CENTER FRAMES) 9 WITHOUT TRANSOM Door Opening Dimension(DOH) Overall Frame Dimension(OFH) Masonry Opening Dimension(MOH) TO" (2,134) 7'2' (2,184) T 2-318" (2,194) x q ® r o" (2,134) 7'2' (2,184) 7'2-318* (2,194) T 0" (2,134) T2" (2,184) T 2-3/8' (2,194) WITHOUT TRANSOM OFH=DOH+FSL MOH=OFH+3/8" WITH TRANSOM OFH=DOH+TH MOH=OFH+3/8' Note:Dimensions shown above reflect Al Price Book standard stock door frame height with transom at 10'3-112"(3,137). kawneer com ADMAD10EN ,C KAWNEER w -1- 12 190/3501500 Standard Entrances JANUARY,2019 ENTRANCE OFFERINGS EC 97911-191 STANDARD OPTIONAL Doors Narrow stile 190 doors prepared for attachment hardware. Medium stile 350 or wide stile 500. Door Sizes Std. Standard sizes shown on pages 10 and 11. Any size up to 4'-0"x 8'-0"(1,219 x 2,438). Glass Stops Beveled glass stops for 1/4"(6.4)or 3116'(4 0)infill. Square glass stops for 3/16"(4.0)or 1/4"(6.4)infill. Also 1"(25.4)stops. Door Frames TrifabTm 400-1-314"x 4"(44.5 x 101.6)for single glazing. Any Kawneer framing system suitable for door frames may be TrlfabT"VG 450 Center-1-3/4'x 4-1/2"(44 5 x 114.3)for selected,but manufactured per order_ single glazing or TWA"'"'VG 451 Center-2"x 4-1/2"(50.8 x � 114.3)for double glazing. Push-Pulls Single Acting: Architects Classic Hardware CO-9 Pull and Single Acting: Architects Classic Hardware g CP-II Push Bar. CO-12 and CP-ll push bar. o OS Architects Classic Hardware CO-9 Pull and Architects Classic Hardware ;` CP Push Bar. CO-12 and CP push bar. g 3 Architects Classic Hardware °$ C0-9/CO-9 Pulls Architects Classic Hardware C0-12/CO-12 Pulls. Double Acting: Architects Classic Hardware CP Push Bars Double Acting: Architects Classic Hardware e CO-9/CO-9 Pulls. ' m Architects Classic Hardware s CO-12/CO-12 Pulls W 3 is Door Closers Single Acting: Norton 1601 adjustable or 1601 BF Single Acting: LCN 4040 surface closer with or without - adjustable surface closer with back-check adjustable hold-open. 0 8 and with or without adjustable hold-open. LCN 2010,2030 or 5010 concealed s E Standard concealed overhead closer with overhead closers with or without hold-open. single acting offset arm. LCN 1260 adjustable surface closer. m Norton 8100 surface closer with a 50% spring power adjustment(far opening forces of less than 8 pounds).Closer is available with standard back-checks and with or without the hold-open feature. International single acting concealed overhead closer. Falcon SC 60 Surface closer. 8 Double Acting: Standard concealed overhead closer with 90 Double Acting: International overhead concealed closer. 3 degree or 105 degree hold-open or without hold open. For heavy traffic&high wind applications,a supplemental door stop is recommended ; Hinging Single Acting: Kawneer top and bottom offset pivots (or)Kawneer top and bottom 4 112"x 4" s (114.3 x 101.6)ball bearing butt hinge with non-removable pin(NRP)(or)Kawneer continuous gear hinge. g` Double Acting: Kawneer bottom center pivots for use with Double Acting: Kawneer top center(walking beam)pivot for concealed overhead closer. use with floor closers. Ju Intermediate Single Acting: Kawneer intermediate offset pivot(or) Single Acting: Rixson M-19 or IVES#7215-INT Pivots/Butts Kawneer 4-1/2"x 4"(114.3 x 101.6)ball intermediate offset pivot. E bearing butt hinge with non-removable pin m o (NRP) t n N =E Power Single Acting: Kawneer EL intermediate offset pivot(or) Transfers Kawneer EL 4 1/2"x 4"(114.3 x 101.6)ball bearing butt hinge with wire transfer(or) EPT(Electric Power Transfer). Power Supply SP-1000X Power Supply:For use with PanelineTM EL exit NP1 Power Supply:For use with Kawneer 1686 MEL and 8 devices. 1786 MEL exit devices only. g ,� g Locks- Adams-Rite MS 1850A deadlock with two 1-5/32'(29.4) Adams-Rite#4510 latch lock. Active Leaf diameter 5 pin cylinders. Adams-Rite#185OA-500 short throw deadlock. Adams-Rite#1850A-505 hooklmlt lock Adams-Rite 94015 two-point Lock. Adams-Rite#4085 three-point Lock. Adams-Rite#4089 exit indicator. Kawneer cylinder guard. / Kawneer thumbtum(in lieu of cylinder) ,\ KAWNEE^` ADMA010EN kawrneercom .".C_ca....,. JANUARY, 2019 190/350/500 Standard Entrances 13 EC 97911-191 ENTRANCE OFFERINGS/APPLICATION CRITERIA STANDARD OPTIONAL Locks- One pair of Kawneer flush bolts in the ControllerTm is a 3-point locking system consisting of a two point locking device in the Inactive Leaf inactive leaf of a pair of doors inactive leaf in lieu of flush bolts,working in conjunction with the MS 1850A deadlock in the active leaf This combination provides for greater security than possible with flush bolts and complies with the life safety considerations of building codes which prohibit the use of flush bolts. Thresholds A 112"x 4"(12.7 x 101.6)aluminum mill A 112'x 6-314"(12.7 x 171.5)aluminum mill finish threshold. finish threshold. Weathering Single Weathering system in the Bottom Door Sweep L`r Acting: door and frame consisting of a 2 s dense,bulb polymeric material, which remains resilient and retains its weathering ability g © under temperature extremes. (The system Is complete with ti an optional EPDM blade gasket = sweep strip applied to the bottom door rail with concealed ?50 fasteners). 3 a Double Pile doth weathering in the § Acting: door and frame. z � Exlt,Devtce Kawneer 1686 Concealed Rod Exit Kawneer 1686 MEL Concealed Rod Exit Device electric modification is available Device with or without a mortised type Kawneer 1786 MEL Rim Exit Device electric modification is available. ar cylinder, Kawneer 1686 CD Concealed Rod Exit Device available with cylinder dogging. g Kawneer 1786 CD Rim Exit Device available with cylinder dogging. A Kawneer 1786 Rim Exit Device is a rim Kawneer 1686 Lever Handle is available for the Kawneer 1686 concealed rod exit type exit device with or without a nm type device. w cylinder.Pairs of doors require a Kawneer Kawneer 1786 Lever Handle Is available for the Kawneer 1786 rim type exit device. ti RM 88 removable mullion. Falcon 1690 Concealed Rod Exit Device with or without a mortised type cylinder. Falcon 1790 Rim Exit Device is a rim type exit device with or without a rim type Panellindm exit device is a concealed rod cylinder. exit device applicable to single or pairs Falcon EL 1690 electric modification is also available. of doors.it features an activating panel Falcon EL 1790 electric modification is also available contained within the door cross rail. PaneiineT"EL electric modification is also available. Falcon 1990 is a concealed rod exit device with or without a rim type cylinder. Falcon 2090 Is a nm type exit device with or without a rim type cylinder.Pairs of doors require a removable aluminum mullion RM-70 with the Falcon 2090 exit device. Exit Device Pulls: Optional Exit Device Pulls: Architects Classic CO-9 Pull with Architects Classic CO-12 Pull with Kawneer 1686 and 1786 exit devices. Kawneer 1686 and 1786 exit devices. z Architects Classic CPN Pull for Panel€neTQ1 a and Panelinerm EL exit devices. g APPLICATION CRITERIA 3 As indicated on Page 10,the standard sizes of swing doors are 3'-0"x T-0"(914.4 x 2,133.6)or 3'-6"x T-0"(1,067 x 2,134)for single doors and 6-0"x T-0"(1,828.8 x 2,133.6)for pairs of doors.When these sizes are exceeded the following criteria should be administered. 1. Larger doors should not be subject to heavy traffic or 3 strong prevailing wind conditions. 2 Larger doors should use a door closer with a good back .2 check action. METERS o 3 When a door exceeds 9'-0"(2,743.2)in height,a cross 5 1 15 A=NARROW STILE 190 rail or push bar is recommended to reinforce the vertical stiles t-1— ` € 3 5 B=MEDIUM STILE 350 4. When an offset hung door exceeds T-6"(2,286.0)in 11 OR g v height,an intermediate butt or offset pivot should be used. 10 -T 3 WIDE STILE 500 ui 5. Tali doors should be prevented from racking by proper W 9 & -- a 8 1 utilization of hardware,including door closers,door holders LL 52 0 ® and door stops. a t— A i NOTE: 7 2 MAXIMUM DOOR HEIGHT SOME OF THESE CRITERIAARE OF A SUBJECTIVE 1 2 3 4 5 FOR PANELINET*'EL=8'-0" NATURE,CONTACT YOUR FACTORY REPRESENTATIVE FEET FOR APPLICATION ASSISTANCE. MAXIMUM SIZE DOOR LEAFS GLAZED WITH 114"(6.4)GLASS kawneei com ADMA010EN ,IC KA V NEER .,.aco Co- 14 190/350/500 Standard Entrances JANUARY, 2019 PUSH-PULL HARDWARE EC 97911-191 REFER TO HARDWARE SECTION FOR COMPLETE HARDWARE INFORMATION. ARCHITECTS CLASSIC (PUSH PULL SETS) SINGLE ACTING DOORS USE A PULL HANDLE AND PUSH BAR AS STANDARD DOUBLE ACTING DOORS USE CP PUSH BARS BACK TO BACK AS STANDARD T X01. CP-ll/CP-H' CP/CP Q CO-91CP CO-91CP41 CO-91CO-9 0 CO-12/CP CO-12/CPdi CO-12/CO-12 3L§ �'c ARCHITECTS CLASSIC(COMPONENTS) 'm�$a t 12' s• (304.8) (228.16) CO-9 PULL CO-12 PULL CPdi'PUSH BAR CP PUSH BAR •CP-II PUSH BAR IS NOT TO BE USED FOR BACK TO BACK MOUNTING ON D/A DOORS. EXIT DEVICES EXIT DEVICES AND PULLS KAWNEER PANEUNET"/PANEUNETm EL a 9 12• a� (304.8)Z, (2x8.6) o 0 8 104 _o CO-9 PULL CO-12 PULL RIM LATCH CONCEALED ROD Falcon 2090 Falcon 1990 Cu�. US LISTED Q.P CPN PULL ON o EXTERIOR OF DOOR CONCEALED ROD RIM LATCH o y c Falcon 1690 Falcon 1790 p q Falcon EL 1690 Falcon EL 1790 z n C UL Us LISTED g C !'•/ 3 a-sY EXTERIOR VIEW OF 190 DOOR(3501500 SIMILAR) C, CPN PULL AND OPTIONAL CYLINDER GUARD SHOWN CONCEALED ROD RIM LATCH LEVER HANDLE SEE PAGE 16 AND 16 FOR COMPLETE Kawneer 1686 Kawneer 1786 Kawneer 1686 PANELINE°1 INFORMATION Kawneer 1686 MEL Kawneer 1786 MEL Kawneer 1786 Kawneer 1686 CD Kawneer 1786 CD KAWNEER ADMA010EN kawneer Com NEER COtla•M JANUARY,2019 190/350/500 Standard Entrances 19 EC 97911-191 INTERMEDIATE RAILS, INFILL- OPTIONS AND ACCESSORIES Additional information and CAD details are available at www.kawneer.com HORIZONTAL I VERTICAL CROSS RAILS CROSS RAIL (oPOonw) r Fmi a � J 2 2E 200055 200056 Cb - 200057 CYC > INFILL g 3116"(4.3)3116'(6A) e BEVEL SQUARE o) GLASS GLASS c STOPSa pq STOPS 200053 200658 � STANDARD OPTIONAL 400039 with 248236 o2 9 INFILL OPTIONS 6116"(7.8)&318"(9.6) 7118"(11.1)3112"(12.7) 8116'(14.3)3 618'(15.9) 11116"(17.6)b 314"(19.0) 16116"(23.8)31"(26A), ACCESSORY ITEMS THRESHOLDS APPLICATION 069139 ;' 1�• --- 1' FOR SINGLE ACTING DOOR g 069177 11 1 rY 7) (}(25.4 APPLIED 1 Q II rr=== 1 (1016) T 8 DOOR iSTOP � FINGER i 1� 1 r---� --i PROTECTOR 1 11 �� a 1��j �i I� FOR CENTER HUNG os914s __a - �1 CONCEALED CLOSER -t- -__' r 4"6� 1 D 1'L pN {0 R 'gym W r APPLIED STOP FOR 039305 1 I SINGLE ACTING DOOR - 2 0 u �m v APAPPLIED 'I t1 7) �Y ' f==�I [ DOOR ( II II OPTIONAL 3 STOP II BOTTOM RAIL Y Jill i II d WEATHERING FOR CENTER HUNG X141 III l� --� II r_ FLQOR CLOSERS it 1 6-3(4* SOME BUILDING BUILDING CODES LIMIT THRESHOLD HEIGHT TO N2"(12-7)MAX. kawneercpm ADMA010EN ,IC KAWNEER JANUARY, 2019 190/350/500 Standard Entrances 21 It 97911-191 BOTTOM RAILS Additional,information and CAD details are available at www.kawneer.com STANDARD BOTTOM RAILS Rail heights shown may be used on 190,350.and�500 doors. NOTE: Soo Page 19 for available Horizontal Intermediate Members 350 Soo 14#k T 190 mYa 4— 4-- as OPTIONAL BOTTOM RAILS Rail heights shown may be used on 190,360,-and 500 doors. E Custom heights available. SA ' jr ZD fV kawneer corn ADMA01GEN KAWNEER 22 190/350/500 Standard Entrances JANUARY, 2019 THERMAL CHARTS EC 97911-191 Generic Project Specific U-factor Example Calculation (Percent of Glass will vary on specific products depending on sitelines) 31,562- (801.7) (D.LO) a c�CO= W,z LL 0 LOt n_J C i-IC4 4 h�Ci ooa m o gp If \ w> 3'3-irr (1.003.3) (F.W.) o mn.�m Example Glass U-Factor =0.28 Btu/hr•ft2. OF � Total Daylight Opening =31.562"x 77.062"=16.89 ft2 b g o Total Projected Area =3'3-1/2 x 7' 1-3/4"=23.52 ft2 o Percent of Glass =(Total Daylight Opening+Total Projected Area)l00 m =(16.89+23.52)100=72% System U factor vs Percent of Glass Area o.so 085 080 0.75 gc � 070 R -065 _ L COG -060 LL 3 J-tactor 048 (2 73) .. �. '055 046 (2.61) •{'- " 0] o 044 (2-50) L m > 042 (2 39) _ 0 50 t N 040 (2 27) T $ 038 (2 16) 036 (205 •� �` ® . 546 °-, 0 34 (193) .+ • •• ' 032 (182) 030 (t 71) 040 ' N 026 {148) •• f `� -g' 024 (1 37) �. •• -035 022 (125) 020 0 14) o g 0.30 -z o I 025 020 Y c 85 80 75 1 70 65 60 Percent of Glass Area H NK Based on 72% glass and center of glass (COG) U-factor of 0.28 System U-factor is equal to 0.46 Btu/hr•ft2- °F ®C KAW N E ER ADMA010EN kawnter com .v.KbeC COY..M. JANUARY, 2019 190/350/500 Standard Entrances 23 EC 97911-191 THERMAL CHARTS 190 (SINGLE DOOR) System U-factor vs Percent of Glass Area 0 S-0 085 0 0.80 0.75 070 LL SQL- COG U-factor 1E L 048(2.73) 0.65 0.46(261) 3:9 0 .44(250) M C 042(2.39) 040(2.27) 060 0.38(2.16) 0 0.36(2 05) 034(1.93) 032(182) 0-55 030(l.71) 028(1.59) E E 026(148) 0-24(137) 0 510 0 22(125) 0.20(114) 018(102) 0.415 016(091) 0 0 14(0 80 0.12(068 C 010(057) 0a C 03`• .0 E NVVE 0 W 7r 70 65 eo > 50 L) H Percent of Glass = Vision Areafrotal Area C J (Total Daylight Opening / Projected Area) Notes for System U-Factor,SHGC and VT charts: For glass values that are not listed,linear interpolation is permitted. Glass properties are based on center of glass values(winter conditions)and are obtained from your glass supplier. ku-neer com ADMA010EN IFIC KAWNEER 24 190/350/500 Standard Entrances JANUARY, 2019 THERMAL CHARTS EC 97911-191 190 (SINGLE DOOR) System Solar Heat Gain Coefficient (SHGQ vs Percent of Vision Area 075 �8 COG 070 .1 SHGC 065 51 ^75 060 a C }70 055 o 0�0 -- -- --- - 0O l°A5 mg e 0.55 --------- ----- D 0.40 (n }0�.3/� 1'13 -------------- --------------------------. E0.30 `----------------- 0 25 __._.. -------- • 025 - _-- 0 20 ° C 020 --------------- 0 15 015 o 010 ----------------- - -- - 0 10 2.1 0 05 0.00 'S 70 65 60 55 SO Vision Area/Total Area {%) Svstem Visible 'Transmittance (Vf1 vs Percent of VISI®n Area a 075 070 COG 065 VT n 9 O E0 75 r'{ 0 55 3 C ^5s _ 050 ° 064 -'--- -- - - _ 0 95 J55 - ------ OEO ----- 0 40 E ass ------ 4) E ------ 035 m L39 e.. -- - N 0 G35 "'-- 030 g 025 {1) `-- ---------- n 4 30 c 020 r, 44?145 - -------------------------------------------- 0 0 15 ______________- -- 714 c nw nn 010 2 0 045 005 75 70 55 ,_0 55 X000 Y C Vision Area I Total Area �IC " — WNEE ` ADMA010EN kawneercom <v.acox cw+.wv JANUARY, 2019 190/350/500 Standard Entrances 25 EC 97911-191 THERMAL PERFORMANCE MATRIX (NFRC SIZE) Thermal Transmittance ' (BTU/hr-ft 2•°F) 190 (SINGLE DOOR) Glass U-Factor 3 Overall U-Factor' 0.48 0.78 0.46 0.77 ' 0.44 0.76 0.42 0.75 0.40 0.74 � �, 0.38 0.73 NOTE: For glass values that are not listed,linear Interpolation is permitted. 2 0.36 0.72 0.34 0.71 1. U-Factors are determined in accordance with NFRC 100. 2. SHGC and VT values are determined in accordance with 0.32 0.70 NFRC 200. 0.30 0.69 3. Glass properties are based on center of glass values and 0.28 0.68 are obtained from your glass supplier. s 4. Overall U-Factor,SHGC,and VT MaMcies are based on a0.26 0.67 the standard NFRC specimen size of 960 mm wide by $ 0.24 0.66 2,090 mm high(37-314"by 82-318"). 0.22 0.65 g 0.20 0.65 8 0.18 0.63 0.16 0.61 0.14 0.60 0.12 0.59 0.10 0.58 4 - SHGC Matrix 2 - - Visible Transmittance 2 Glass SHGC' Overall SHGC° Glass VT' Overall VT g 0.75 0.48 0.75 0.44 s 0.70 0.45 0.70 0.41 € 0.65 0.42 0.65 0.38 0.60 0.39 0.60` 0.35 0 0.55 0.36 0.55 0.32 u 0.50 0.33 0.50 0.29 s 0.45 0.30 0.45 0.26 0.40 0.27 0.40 0.23 �$ 0.35 0.24 0.35 0.21 s 3 0.30 0.21 0.30 0.18 0.25 0.18 0.25 0.15 '® 0.20 0.15 0.20 0.12 0.15 0.13 0.15 0.09 0.10 0.10 0.10 0.06 0.05 0.07 0.05 0.03 kawneer AOMA010EN ��KAWNEER 26 190/350/500 Standard Entrances JANUARY, 2019 THERMAL CHARTS EC 97911-191 190 (PAIR OF DOORS) System U-factor vs Percent of Glass Area a 190 sz p g�� 0 5" �C p�O =UBS 0.60 e^ �C4 T S 075 + 070 ^• ILL COG 065 047(2-67) c 046(2.61) = v 0.44(250) IM o S a 042(2.39) 040(227) L` 0.38(2-16) +0+ 0.36(2 O5) (4 0.34(193) 0.32(162) 030(1.71) 028(1.59) 0 26(148) 0 0 24(1 37) co 022 0 25) 0 20(1 14) $ 0,18002 "$5 016(091) a 0 14(0 80) 0 12(068) C,400 10(0 57) P c v 0 3S `i o > r G3v c 75 70 ES 60 S5 50 z n Percent of Glass = Vision Area/Total Area (Total Daylight Opening / Projected Area) Notes for System U-Factor,SHGC and VT charts: For glass values that are not listed,linear interpolation is permitted. Glass properties are based on center of glass values(winter conditions)and are obtained from your glass supplier. -C KAWNEER ADMA010EN .,..ca cw.-- kawneercom JANUARY,2019 190/350/500 Standard Entrances 27 EC 97911-191 THERMAL CHARTS 190 (PAIR OF DOORS) System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area s � 0.75 o COG 0.70 SHGC 0,65 T ° 075 0.60 c c , 070 _ 055 0b) - - - 050 V my 055 --- ----------- --- 045 E 050 ---------- 0.40 N E 045 ----------------' ,nv° 040 ------- ____- 035 E ---- Q. ----------- 035 --•_• -_._.__--- - 0 30 -------- -------------- 030y------ ` 8 a z5 ------------------ - 0 25 A - -------------- g$ 020 -------- ------ - 020 - ----------------- a m S 0 15 ------ --------- 0 15 s= 010 - --- ----------------- --- ------------------ --- 010 005 005 000 c 757C 65 60 55 50 Vision Area 1 Total Area (%) System Visible Transmittan a (VT) vs Percent of Vision Area b C 0 L 3 075 0 070 COG VT 065 Q 75 0 60 070 - -_- 055 0155 --- 0 50 m 3 060 --------- ------- -- - - -- -- _ 045 0`0 --- 040 _ 01 - - - 0 35 N 0 40 _ - o 30 0 3° - - A ` c 0 30 025 (� -- --------------- C 0 25 ---------------- -------- 0 20 -------- ------------------------ c 01= - -- ------------------------------- - ------ - -- 0 Ig O10 ------------------------------------ 00, --------- 0 10 -------- ------------------ `� c� � o0i -------- D05 i ` ® 0 00 75 70 65 60 55 50 Vision Area /Total Area (%) kawne°rcom ADMA010EN CKAWNEER ua wKPt•C CC�s--w• 28 190/350/500 Standard Entrances JANUARY,2019 THERMAL PERFORMANCE MATRIX(NFRC SIZE) EC 97911-191 Thermal Transmittance 1 (BTU/hr•ft 2•°F) 190 (PAIR OF DOORS) Glass U-Factor' Overall U-Factor° 0.47 0.73 0.46 0.72 0.44 0.71 0.42 0.70 e 0.40 0.69 g 0.38 0.68 NOTE: For glass values that are not listed,linear interpolation is permitted. a 0.36 0.67 g 0.34 0.66 1. U-Factors are determined in accordance with NFRC 100. a 0.32 0.64 2. SHGC and VT values are determined in accordance with NFRC 200. 0.30 0.63 3. Glass properties are based on center of glass values and are obtained from your glass supplier. $ s o.2s o.s2 4. Overall U-Factor,SHGC,and VT Matricies are based on _ 0.26 0.61 the standard NFRC specimen size of 1,920 mm wide by �g; 0.24 0.60 2,090 mm high(75-112"by 82-3/8"). @ 4 0.22 0.59 4419 1 0.20 0.58 o 0.18 0.56 qa yis4 0.16 0.55 0.14 0.54 0.12 0.53 0.10 0.52 SHGC Matrix 2 Visible Transmittance 2 Glass SHGC 3 Overall SHGC° Glass VT 3 Overall VT° 0.75 0.50 0.75 0.47 0.70 0.47 0.70 0.44 0.65 0.44 0.65 0.41 0.60 0.41 0.60 0.38 e 0.55 0.38 0.55 0.35 8 0.50 0.35 0.50 0.31 0.45 0.31 0.45 0.28 ° e N 0.40 0.28 0.40 0.25 0.35 0.25 0.35 0.22 ° E 0.30 0.22 0.30 0.19 ° 0.25 0.19 0.25 0.16 a r 0.20 0.16 0.20 0.13 0.15 0.13 0.15 0.09 0.10 0.09 0.10 0.06 0.05 1 0.06 0.05 0.03 ,C KAaW N E ER ADMAD10EN kawneer com PRODUCT PERFORMANCE Performance Standards optional Higher Performance Grades(PG)&Corresponding Test Pressures(PSF) The Window and Door Manufacturers Association(WDMA),The American Architectural 7Z;+:--',�,-'s} Manufacturers Association AAMA and the Canadian Standards Association CSA have jointly 'f','..PG2os..,:'PG25...,:450 PG35'"`.•t PGAor: PG45s. .PG50E; :PGSb>'t:PG60=a ( ) (CSA) 1 Y :;y)frp';:; 3 00 75+= 4 50 C 525'};; 600 ,-"B 75 .) 750 ;:825;. 9.00 released AAMA/WDMA/CSA 101/I.S.2/A440-11;North American Fenestration Standard/ • 'SDP:.�i.�. 20 '25'_.-`,=;3 30 p;'.•35'.x; 40 >.z:4Ejyr?,� 50 55r:,u 60 Specification for Windows,Doors and Skylights,which calls for using"Performance Grade" j>"g2 5 i so.o 30 0 A45 rf 45 0 p},52 5'� 60 0 �.;57 5 75 0 as the new rating t0 describe products that comply t0 the standard.This new version dated pj.; :,t 0 3 t:;;0:3$$ 03 a' 0.3Y_'j 0.3X 0.3 )";O3 ' 03 "-11"has been adopted by the 2015 International Building Code(IBC)and the International .Forced Entry Resistance(FER)is always a performance level 10 regardless of Performance Grade(PG). Residential Code(IRC). •Minimum and maximum Operating Force varies by producttype Performance Grade ratings are being used to replace Design Pressure Ratings as the preferred method of measuring product performance throughout the window,door and skylight Industry to define products that comply with all of the requirements of the 101/I.S.2/A440 standard. A product only achieves a"Performance Grade"or"PG"rating If that product complies with Hallmark Certification not only the structural loading requirement,but all other performance requirements such as air infiltration resistance,water penetration resistance,ease of operation and resistance to forced The Window and Door Manufacturers Association(WDMA)sponsored Hallmark Certification entry.A"Design Pressure Rating"or"DP"rating will now describe a product rating that has only Program is designed to provide builders,architects,specifiers and consumers with an easily been tested to structural loading and not air infiltration,water testing or other requirements for recognizable means of identifying products that have been manufactured in accordance Performance Grade. with the appropriate WDMA and other referenced performance standards.Conformance is determined by periodic In-plant inspections by a third-party administrator.The inspections Include auditing licensee quality control procedures and processes,and a review to confirm Performance Classes products are manufactured In accordance with the appropriate performance standards. This Standard/Specification defines requirements for four performance classes.The Periodic testing of representative product constructions and components by a third-party performance classes are designated R,LC,CW,and AW.This classification system provides testing laboratory is also required.When all of the program requirements are met,the licensee forseveral levels of performance.Product selection is always based on the performance is authorized to use the WDMA Hallmark registered logo on the Certification Label as a means requirements of the particular project. of identifying products. Products successfully obtaining Hallmark Certification will be labeled with a 3-part code,which Elements of Performance Grade(PG)Designations includes performance class,performance grade and maximum size tested. In order to qualify for a given performance grade(PG),test specimens need to pass all required Below is a sample certification label: performance tests for the following,in addition to all required auxiliary(durability)tests(not shown here)for the applicable product type and desired performance class: ME]WINDOW d DOOR a Operating force(d applicable):minimum and maximum operating force vary by Product type ACTUWiS A5S0CITg Andersen Corporation � ,n f D{�n® and performance class, d V 'v" ` 100 SERIES CASEMENT WINDOW (b)Air leakage resistance:tested in accordance with ASTM E283 at a test pressure of 1,57 Hallmark Certified Manufacturer Stipulates Conformance as indicated below wwwwdma cam PSF.The allowable air infiltration for R,LC&CW Is 0.3 cubic feet per minute per square foot of frame(cfm/ft2). STANDARD RATING CLASS LC1M-PG40121-Sr1ETESTED 71 X 71 in.i3i (c)Water penetration resistance:tested In accordance with ASTM E547 with the specified test AAMA/WDMA/CSA 101/1 s2/A440-11 DP+40/400i pressure applied per AAMA/WDMA/CSA 101/I.S.2/A440-11.The test consists of four cycles. AAMA(WDMA/CSA 101/1 s 2/A440-08 CLASS LC11)-PG40(2)-SRETESTED 71 X 71 in.0) Each cycle consists of five minutes with pressure applied and one minute with the pressure DP+40/-4014) released,during which the water spray Is continuously applied.The water spray shall be uniformly applied at a constant rate of 5.0 U.S.gal/ft2•hr. (1)-Performance Class (d)Uniform load deflection test:tested in accordance with ASTM E330 for both positive (2)-Performance Grade and negative pressure(pressure defined by AAMA/WDMA/CSA 101/I.S.2/A440-11)with the (3)-Size Tested load maintained for a period of 60 seconds.After loads are removed there shall be no more (4)-Design Pressure permanent deformation in excess of 0.4%of its span and no damage to the unit which would make it Inoperable. In the example above,the performance class is LC,the performance grade(PG)is 40 PSF and the size tested Is 71"x 71".What this means to the specifier is,based on the optional Starting with the 2008 specification,design pressure(DP)will only represent the 2 "uniform woad deflection test." higher performance grade chart,the laboratory tested air infiltration was less than 0.3 cfm/ft (test pressure Is always 1.57 PSF and the allowable airflow Is 0.3 cfm/ft),the product tested (e)Uniform load structural test:tested in accordance with ASTM E330 for both positive and successfully resisted a laboratory water penetration test at a test pressure of 6.0 PSF(test negative pressure(pressure defined by AAMA/WDMA/CSA 101/I.S.2/A440-11)with the load pressure equals 15%of PG),the product tested successfully withstood a laboratory positive maintained for a period of 10 seconds.After loads are removed there shall be no damage to the and negative structural test at a pressure of 60 PSF(test pressure equals 150%of unit which would make it Inoperable, performance grade)In both the positive and negative directions and the product tested passed (f)Forced-entry resistance(if applicable):tested in accordance with ASTM F588(Windows), the laboratory requirements for operational force and forced entry resistance.Based on this F476(Swinging Doors)and F842(Sliding Doors)at a performance level 10 rating. test,all products smaller in both width and height can be labeled with this product performance rating. Maximum Size Tested(MST) Test size is a factor In determining compliance with this Standard/Specification.Each product Important type and class has a defined minimum set of requirements.The minimum test size Increases with each class(i.e.R,LC,CW or AW). Building codes prescribe Performance Grade(PG1 based on a variety of criteria(i.e.windspeed zone,building height,etc.),therefore structural test pressures should not be used for code Minimum Requirements compliance.In the example above,a PG 40 performance grade rating,which passes a 40 PSF design pressure,should be used for determining code compliance,not the structural test The minimum requirements to obtain a Performance Grade(PG)are listed below. pressure of 60 PSF. h Minimum Water; If you need further details about how Andersen®products perform to this standard,contact Perroimanci,: :minlmumDesign,- Mhilmum'SirucWial 'Penetiatkin7est;: your Andersen supplier. Feriflmtahce:�`;;;:* Grade`(P6)'. pressure(o?)'.f'`' 7est'Piessure(STPp,. Piessure(WiPf;: ?_;'L PSF)` If you need further information about the AAMA/WDMA/CSA 101/LS.2/A44011 standard or the Hallmark Certification Program please contact.WDMA,330 N.Wabash Avenue Suite 2000 22 15r .5 •, Chicago,IL 60611 Phone*312-673-4828 Web wdma.com 25 yr '2$.F: ) 37.5 p u> Where designated,Andersen products are tested,certified and labeled to the requirements 30 i','..�;Hr.:30_;,:'-,-� 450 '.�,�;�;4.50'�i'i`b'r::ti ;,aW'.":;;)I> tP ao ?'-ao;_::-,r';,? 60.0 ^. ':-s:ooa%F'.x" of the Hallmark Certification Program.Actual performance may vary based on variations " ' in manufacturing,shipping,installation,environmental conditions and conditions of use. •"Structural Test Pressure(STP)'is 150%of the Performance Grade(PG)forwindows and doors •"Water Penetration Test Pressure(WTP)"is 15%of the Performance Grade(PG). 2016100 Senes Product Guide-Revised 1212017 Page 1 of 2 ,Mdersen. 100 SERIES Performance Grade,Air Infiltration and Sound Transmission Ratings— 100 Series Windows and Patio Doors For current performance information please visit andersenwindows.com 4- j Indoor- 1111DOT/1040617 ic tdOo, corre ding Trans MiWitin, =m D rid' Class LC-PG40 Size Tested 715'x 715" 3o 33 <02 Class LC-PG40 Size Tested 143.5"x 715" <02 a 6, <02 *no �% 30 Cl LC-PG40Siz Te.i:147.5"x955" tipM j 33 j Class LC-PG40 Size Tested 47.5"x 95.5" <0.2 Class LC-PG30 Size Tested 41.5"x 95.0" <02 414 Class LC-PG30 Size Tested 47 5"x 89 5' 25 32 <02 Class LC-PG30 SlzeTested 143.5"x 715" <0.2 Class LC-PG30 Size Tested 47.5-x 95 5- <02 Class LC-PG30 Size Tested 143 5"x 715- <0 2 4 tlltdin Class LC-PG30 Size Tested 71.5"x 71.5" 25„ tl 3; <02 3 �02 Fitq,44ing �04; Class LC-PG30 Size Tested 143 5'x 715” —4A -- ,, M < Class LC-PG30 Size Tested 107 5'x 83 5' V—n;O-Z-� 0.2 <02 over Class LC-PG30 Size Tested 59.5"x 83.5" S ClLCPG40 Si ass - ze Tested 95 5"x 84.3" j 26 31 <12 -7- Class LC-PG30 Size Tested 95 3'x 95.5" 28 29 02 77- 7 29 31 6,_ <02 Door Iiinso Class LC-PG30 Size Tested 95 3'x 23 3" Z77 77, ,47;i6 Wi, <02 Class LC-PG30 Size Tested 47.3"x 95 3" 29 31 D-1�1-11',� -1i*1&-- • Performance Grade(PG)"ratings may vary from tested performance rating for larger or smaller units of a particular type. • Sound Transmission Class(STC)"&'Outdoor/indoorTransmission Class(OITC)"ratings are for Individual units based on independent tests and represent entire unit. .This data is accurate as of August 2015 Due to ongoing product changes,updated test results,or new industry standards,this data may change overtime. .Where designated,Andersen products are certified and labeled to the requirements of the Hallmark Certification Program.Actual performance may vary based on variations in manufacturing,shipping,installation,environmental conditions and conditions of use -Contact your Andersen supplier for more information Center of Glass Performance Data— 100 Series Windows and Patio Doors For current performance information please visit andersenwindows.com 4- is e t,� - - `J �RH'� irr�Fiiriidu � fY T,! It znd'Glaji*,6 nol 4irnc 60% 14" 73% 0.42 17% 0 53 0.41 16% 6% 72% 72% 0.41 16% 60% 7 M5PFtkr1§fARfi0,!S 4 i14:4 72% 041 16Y. 60% 4 66% 1' 027 5% 61% �T- 5 65% 027 5% 61% 5 65% 027 5% 61% 655% 61% % 027 83% 0.91 0.79 ""j 63% 39% 43. 82% 078 58% 39% Glidiri PatEa;DoaiS% 4` >x 82% 58% 078 39% 'X, _4 82% 078 58% 39% •'Low-E SmartSun"is an Andersen trademark fora type of"Low-E"glass •Based on NFRC testing/simulation conditions usingWindowsv7 3.4 0 and NFRC validated spectral data 0°F outside temperature,70"F inside temperature and a 15 mph wind. 1)Visible Transmittance(VT)measures how much light comes through the glass The higher the value,from 0 to 1,the more daylight the glass lets in.Visible Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum.2)Shading Coefficient defines the amount of heat gain through the glass compared to a single lite ofclear lh"(3 mm)glass 3)Solar Heat Gam Coefficient(SHGC)defines the fraction of Solar radiation admitted through the glass both directly transmitted and absorbed and subsequently released inward.The lower the value,the less heat is transmitted through the glass 4)Relative Heat Gain is the amount of heat gain through a glazing incorporating U-Factor and Solar Heat Gain Coefficient 5)Transmission Ultra-Violet Energy(TUV)The transmission of short-wave energy in the 300-380 nanometer portion of the solar spectrum The energy can cause fabric fading 6)Transmission Damage Function(TDW)The transmission of UV and visible light energy in the 300-600 nanometer portion of the solar spectrum.The value includes both the UV and visible light energy that can cause fabric fading This rating has also been referred to as the Krochmann Damage Function.This rating better predicts fading potential than UV transmission alone The lower the Damage Function rating,the less transmission of short-wave energy through the glass that can potentially cause fabric fading Fabric type is also a key component of fading potential 7)Percent relative humidity before condensation occurs at the center of glass,taken using center of glass temperature 8)Inside glass surface temperatures are taken at the center of glass .This data is accurate as of August 2015.Due to ongoing product changes,updated test results,or new industry standards,this data may change over time.Contact your Andersen supplier for current performance information or upgrade options -Contact your Andersen supplier orvisit andersenwindows com/nfrc for center of glass performance data on windows with laminated glass,patterned glass,tempered glass and products ordered with capillary breathertubes 2016 100 Series Product Guide-Revised 12/2017 Page 2 of 2 Andersen Andersen Windows - Abbreviated Quote Report Andersen _ Project Name: North Fork Roadhouse - 100 Series Quote#: 178686 Print Date: 12/07/2018 Quote Date: 12/06/2018 iQ Version: 18.2 Dealer: RIVERHEAD BUILDING SUPPLY Customer: 1 - ANDERSEN TRADE ID FOR RIVERHEAD BUILDING BUILD SMARTER.BUILD BETTER. Billing 1-800-378-3650 Address: WWW.RBSCORP.COM Phone: Fax: Sales Rep: RYAN BOGDANOWICZ Contact: Created By: Trade ID: 060055 Promotion Code: Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001 1 10OAS4020(V) North East Corner $ 404.48 $ 404.48 RO Size=4 0'W x 2 0 H Unit Size=3 11 1/2 W x 1 11 1/2 H 100 Series Unit, 1 3/8" Flange Setback, Black/Black,V Handing, Low E Glass, Insect Screen, Black, Black Lock Hardware Zone:North-Central J Viewed from Exterior U-Factor:0.28, SHGC:0.28, ENERGY STAR®Certified:Yes (_ 1 2_1 0002 1 100AS4020-100AS4020(V-V) North East Corner $ 864.57 $ 864.57 RO Size=8'0 1/4"W x 2'0 1/4"H Unit Size=7'11 1/2"W x 1' 11 1/2"H 100 Series Composite Unit, Black/Black, Black Lock Hardware, Low E Glass, No Grille(s), Mulling Location: Factory(Direct), Mull Type:Standard 1/2" Mull, Mull Priority:Vertical Viewed from Exterior Zone:North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.28 0.28 Yes 2 0.28 0.28 Yes Quote#: 178686 Print Date: 12/07/2018 Page 1 Of 10 iQ Version: 18.2 Item Qty Item Size(Operation) Location Unit Price Ext. Price a 0003 1 100GXO3650(XO) East Facing Near Bar $ 376.67 $ 376.67 I' RO Size=3'6"W x 5'0"H Unit Size=3'51/2"Wx4' 111/2"H it si 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black jll _J' Zone:North-Central -�- -- ' U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Viewed from Exterior - 0004 1 100AS4020-100AS4020(V-V) East Facing Near Bar $ 864.57 $ 864.57 RO Size=8'0 1/4"W x 2'0 1/4"H Unit Size=7' 11 1/2"W x 1' 11 1/2"H 100 Series Composite Unit, Black/Black, Black Lock Hardware, Low E Glass, No Grille(s), Mulling Location: Factory(Direct), Mull Type: Standard 1/2" Mull, Mull Priority:Vertical Viewed from Exterior Zone:North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.28 0.28 Yes 2 0.28 0.28 Yes D�L1j _-_2_._- 0005 1 100AS4020-100AS4020(V-V) East Facing Near Bar $ 864.57 $ 864.57 ---- RO Size=8'0 1/4"W x 2'0 1/4"H Unit Size=7' 111/2"Wx1'111/2" H 100 Series Composite Unit, Black/Black, Black Lock Hardware, Low E Glass, No Grille(s), Mulling Location: Factory(Direct), Mull Type: Standard 1/2" Mull, Mull Priority: Vertical Viewed from Exterior Zone: North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.28 0.28 Yes 2 0.28 0.28 Yes Quote#: 178686 Print Date: 12/07/2018 Page 2Of 10 iQ Version: 18.2 Item Qty Item Size(Operation) Location Unit Price Ext. Price f 0006 1 100GXO4030(XO) South Facing Dining $ 322.27 $ 322.27 I - -► ROSize=4'0"Wx3'0"H Unit Size-3' 111/2"Wx2' 111/2"H 100 Series _= ---- Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black Zone:North-Central Viewed from Exterior U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes 0007 1 100GXO4030(XO) South Facing Dining $ 322.27 $ 322.27 i! ROSize=4'0"Wx3'0" H Unit Size=3' 11 1/2"Wx 2' 11 1/2" H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each'Sash), Insect Screen, Black, Andersen 100 Series hardware, Black Zone: North-Central Viewed from Exterior U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes I� 0008 1 10OGX04050(XO) South Facing Food Service Area $ 394.56 $ 394.56 j� RO Size=4'0"W x 5'0"H Unit Size=3'11 1/2"W x 4' 11 1/2" H 100 Series Unit, 1 3/8" Flange Setback, Black/Black,XO Handing, Low E Glass (Each Sash), Insect Screen, Black, Andersen 100 Series hardware, Black Zone:North-Centra! Viewed from Exterior U-Factor:0.30,-SHGC:0.32, ENERGY STAR®Certified:Yes Quote#: 178686 Print Date: 12/07/2018 Page 3Of 10 IQ Version: 18.2 Item Qty Item Size(Operation) Location Unit Price Ext. Price i 0009 1 100GXO4050 (XO) South Facing Food Service Area $ 394.56 $ 394.56 ROS11ze=4'0"Wx5'0"H Unit Size=3' 11 1/2"Wx4'11 1/2"H 1 100 Series II Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black yJ Zone:North-Central U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Viewed from Exterior 0010 1 100GXO4050(XO) West Facing Food Service Area $ 394.56 $ 394.56 RO Size=4'0"W x 5'0" H Unit Size=3'11 1/2"W x 4'11 1/2"H 100 Series Unit, 1 3/8" Flange Setback, Black/Black,XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black _ Zone:North-Central Viewed from Exterior U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes 0011 1 100GXO4036-100GXO4036(XO-XO) South Facing West Patio Room $ 742.76 $ 742.76 RO Size=8'0 1/4"W x T6 1/4"H Unit Size=7'11 1/2"W x 3'S 1/2"H 100 Series Composite Unit, Black/Black, Black Lock Hardware,; Glass, No Grille, Mulling Location: Factory(Direct), Mull Type: Standard 1/2" Mull, Mull Priority: Vertical Viewed from Exterior Zone: North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.30 0.32 Yes 2 0.30 0.32 Yes Quote#: 178686 Print Date: 12/07/2018 Page 4Of 10 iQ Version: 18.2 Item Oty Item Size(Operation) Location Unit Price Ext. Price 0012 1 100GX03636-100GX03636(XO-XO) West Facing West Patio Room $ 706.45 $ 706.45 RO Size=7'0 1/4"W x 3'6 1/4"H Unit Size=6' 111/2"Wx3'51/2"H 100 Series Composite Unit, Black/Black, Black Lock Hardware, Glass, No Grille, Mulling Location: Factory(Direct), Mull Type: Standard 1/2" Mull, Mull Priority: Vertical Viewed from Exterior Zone:North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.30 0.32 Yes 2 0.30 0:32 Yes y I 0013 1 100GX03636-100GX03636(XO-XO) West Facing West Patio Room $ 706.45 $ 706.45 ROSize=7'01/4"Wx3'61/4"H Unit Size=6'111/2"Wx3'51/2" H 100 Series Composite Unit, Black/Black, Black Lock Hardware, Glass, No Grille, Mulling Location: Factory(Direct), Mull Type:Standard 1/2" Mull, Mull Priority: Vertical Viewed from Exterior Zone:North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.30 0.32 Yes 2 0.30 0.32 Yes Quote#: 178686 Print Date: 12/07/2018 Page 50f 10 iQ Version: 18.2 Item Qty Item Size(Operation) Location Unit Price Ext. Price C — I0014 1 100GX04036-100GX04036(XO-XO) North Facing West Patio Room $ 742.76 $ 742.76 I I ROSize=8'01/4"Wx3'61/4"H Unit Size=7'111/2"Wx3'51/2"H 100 Series Composite Unit, Black/Black, Black Lock Hardware, Glass, No Grille, Mulling Location: Factory(Direct), Mull Type: Standard 1/2" Mull, Mull Priority: Vertical Viewed from Exterior Zone:North-Central Unit U-Factor SHGC ENERGY STAR®Certified ------------------------------------------------------------- 1 0.30 0.32 Yes 2 0.30 0.32 Yes 0015 1 100AS2020(V) Kitchen $ 293.06 $ 293.06 RO Size=2'0"W x 2'0"H Unit Size=1' 11 1/2"W x 1' 11 1/2" H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, V Handing, Low E Glass, Insect Screen, Black, Black Lock Hardware ---- _ Zone: North-Central Viewed from Exterior U-Factor•0.28, SHGC:0.28, ENERGY STAR®Certified:Yes 0016 1 100GX04036(XO) South Facing Upstairs $ 340.16 $ 340.16 ROSize=4'0"Wx3'6"H UnitSize=3' 111/2"Wx3'51/2"H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black —J1— Zone:North-Central Viewed from Exterior U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Quote#: 178686 Print Date: 12/07/2018 Page 60f 10 iQ Version: 18.2 Item Qty Item Size(Operation) Location Unit Price Ext. Price l 0017 1 100GXO6036(XO) South Facing Upstairs $ 412.52 $ 412.52 —► 'l � RO Size=6'0"W x 3'6" H Unit Size=5'11 1/2 W x T5 1/2 H -- L-- 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black Zone:North-Central Viewed from Exterior U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes r 0018 1 100REC6020(F) South Facing Upstairs $ 329.64 $ 329.64 ---� RO Size=6'0"W x 2'0" H Unit Size=5' 11 1/2"W x 1' 11 1/2"H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, Low E Glass Zone:North-Central Viewed from Exterior U-Factor:0.28, SHGC:0.33, ENERGY STAR®Certified:Yes 0019 1 100GX04036(XO) South Facing Upstairs $ 340.16 $ 340.16 RO Size=4'0"W x 3'6"H Unit Size=3' 11 1/2"W x 3'5 1/2"H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black Zone: North-Central Viewed from Exterior U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Quote#: 178686 Print Date: 12/07/2018 Page 7Of 10 IQ Version: 18.2 Item Qty Item Size(Operation) Location Unit Price Ext. Price, 0020 1 10OREC6020(F) North Facing Upstairs $ 329.64 $ 329.64 ---- RO Size=6'0"W x 2'0" H Unit Size=5'111/2"Wx1'111/2"H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, Low E Glass Zone:North-Central Viewed from Exterior U-Factor:0.28, SHGC:0.33, ENERGY STAR®Certified:Yes 0021 1 100GX03030(XO) South Facing Story Room $ 286.43 $ 286.43 j I ROSize=TO"WxTO" H Unit Size=2'11 1/2"W x 2' 11 1/2" H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black 11'L___ Zone: North-Central —— -- U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Viewed from Exterior 0022 1 100GX02630(XO) South Facing Story Room $ 268.54 $ 268.54 ROSize=2'6"WxTO"H Unit Size=2'5 1/2"W x 2'11 1/2"H 100 Series I Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black, Andersen 100 Series hardware, Black ___J Zone:North-Central U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Viewed from Exterior Quote#: 178686 Print Date: 12/07/2018 Page 80f 10 iQ Version: 18.2 Item Qty .Item Size(Operation) Location Unit Price Ext. Price 'i 0023 1 100GX03030(XO) South Facing Story Room $ 286.43 $ 286.43• I ; ROSize-3'0"Wx3'0"H Unit Size=2'11 1/2"W x 2'11 1/2"H I 100 Series Unit, 1 3/8" Flange Setback, Black/Black, XO Handing, Low E Glass (Each Sash), Insect Screen, Black,Andersen 100 Series hardware, Black Zone:North-Central —' "- U-Factor:0.30, SHGC:0.32, ENERGY STAR®Certified:Yes Viewed from Exterior 0024 1 100CS1640(R) West Facing Story Room $ 355.17 $ 355.17 I RO Size= 1'6"W x 4'0"H Unit Size= 1'5 1/2"W x 3'11 1/2" H 100 Series Unit, 1 3/8" Flange Setback, Black/Black, R Handing, Low E Glass, Insect Screen, Black, Black Lock Hardware Zone: North-Central Viewed from Exterior U-Factor:0.27, SHGC:0.28, ENERGY STAR®Certified:Yes Subtotal $ 11,343.24 Customer Signature Total Loa4d 84 for Tax(8.625%) $ 978.36 Grand Total $ 12,321.60 Dealer Signature **All graphics viewed from the exterior ** Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Quote#: 178686 Print Date: 12/07/2018 Page 9Of 10 IQ Version: 18.2 r - Item Qty Item Size(Operation) Location Unit Price Ext.Price Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified. _,;� This image Indicates that the product selected is certified in the US ENERGY STAR®climate zone that you have selected. Data is current as of August 2018.This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification.Ratings may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc. Nexia is a registered trademark of Ingersoll Rand Inc. Project Comments: Riverhead Building Supply offers a two year parts and labor warranty on any Andersen Window or Patio Door products ordered through any of our locations. See your Riverhead sales associate for more details. Quote#: 178686 Print Date: 12/07/2018 Page 10Of 10 iQ Version: 18.2 INSTALLINC CeNTIPACTCr FRONT VIE ABT DESIGN & FIRE PROTECTION W 1724 CHURCH STREET '/4"SCALE SIDE VIEW HOLBROOK, NY 11741 631-878-4896 FAX# 631-878-5727 '/4" SCALE SUFFOLK COUNTY LIC#111 MAKE UP AIR EMAIL: ABTFIRE@YAHOO.COM SUPPLIED BY BUILDINGS 10'M INTO ANY HVAC AIR INTAKE L®CATI(A / 10'MIN TO ANY AIR INTAKE NORTH FORK ROADHOUSE °� THERMO-COUPLING IS MOUNTED IN THE HOOD vG� 9095 SOUND AVE APPLIANCE SIDE OF FILTERS NOT TO BE GO"} 12 INCHES OF ANY MATTI TUCK, NY 11952 , INSTALLHOOD,ET ALS HOOD, FAN ON AUTO UIPON DE F SENCING APPDX.85-90 DEGREES FAN ALSO HAS ECON MODEL#EABDUI8 CECON AIR ECON AIR MANUAL SWITCH 3200 CFM MODEL#EABDUI ODEL#EABDUI8 3200 CFM 3200 CFM ECON AIR PLEASE SEE ECON AIR DRAW BY: ALEXANDER RAMIREZ ON 02/18/19 GRAVITY GV3 EA ELECTRICAL NOTES GRAVITY VENT AT BOTTOM OF PAGE MODEL#GV30EA 40" SERVICE HINGES j MIN --I 12"X 12" I 12"X 12" TRUN WFIREMASTER FIREMASTER DUCT XIL KITCHEN ��4" j FASTRAP XL FOR OFASTNCL�E RENCE RUN x All Views to the following scale _Dimensions 120V SERVICE OUTLET TCH I OR 0"—CLEARENCE TO COMBUSTIBLES x New Kitchen _Existing Kitchen i TO COMBUSTIBLES NON Combustible[Masonry] _Limited Combustible-[S/Rock-Metal Stud]] _Combustibles -7-77 L \E Z Z Z 7 / 1, P�7777 -/ ZZZI Z 1111AZ \E7 /Z Z Z Z Z Z A x FIRE RATED WALLS-2 hr _Exiting–1 HR OK _Special Sprinkler Instillation-1 hr ok _OPENING PROTECTIVE[1'/hr]–[self closing,latching,fire rated door assembly]_Special Sprinkler Instillation-3/4 hr ok i---- _-- --- T -------------------I T WOOD ROOF WOOD ROOF OR _OK WITHOUT Opening Protective's if ALL the following comply: ►12"x 12" 12"x 12" J� * * FIREMASTER I DUCT OPENING DUCT OPENING 12"X T *Draft Curtain 24"ht[NC/LC] Hds/Aes Special Sprinkler Installation FASTWRAP XL I DUCT Exit at Grade---or---Sprinkler heads within 24 inches of draft curtain,60 inches apart,kitchen side FOR 0"—CLEARENCE 16'X 45"X 24" OPENING x Cooking Equipment in the kitchen_Cooking Equipment at the front counter_Cooking Equipment in the dining room TO COMBUSTIBLES _Cooking Equipment in a mobil unit_Cooking Equipment in a concession stand_Pizza Oven ELRUN 1 RUN GREASE COLLECTOR BOX oyMETAL STUDS 5/8 SALAMANDER SHELF WALL o SHEETROCKTILES HOOD STAINLESS STEE Z Em P COVERING ci — _Exhaust cfm-Medium Duty X Exhaust cfm–Heavy Duty _Exhaust cfm–Extra Heavy Duty Z [hot top,griddle,fryers,pizza,rotisseries] [range,wok,gas/elec broilers] [Solid fuel char broilers) ----- [Wall-Linear Ft x 300][S-island Linear Ft x 500] [Wall-Linear Ft x 4001[S-island Linear Ft x 600] [Wall-Linear Ft x 550][S-island Linear x 7001 10 BURNER GAD/RAD GRIDDLE F 15" F 15" F 15" APPLIANCE x RANGE CGAR GRILL R R R _Liquid tight external weld x 12 ft max hood length per exhaust riser x 18 ga steel or 18 ga Stainless 36"X 24" Y X Y X Y X LINE x Su I Air 50/50 a rox replacement Supply air de difference except A/C_Supply air hood damper 286 de max so"x za" 3s"x 2a" E16' E15' E16' 6" Pp Y PP P — PP Y 9PP Y P ( 9 ) _Clearance-0"to Combustibles,including 1 inch mineral wool,(insulate the combustible not the hood) R R R —Clearance-3"to Limited Combustible —Clearance-0"to Non Combustible X Insulation–max Flame Spread Rating 25/x _CHARBROILERS-4'min to hood _Solid fuel to have spark arrestors _Solid fuel–under separate hood FLOOR x FRYER–16-inch space to the flame producing appliance or 16 inch high steel baffle FLOOR FLOOR yFILTERS to heat source 18-inch minimum xTo flue baffles 6 inch minimum(uprights,rotisseries,ovens,etc) •6 inch overhang all sides x 7ft maximum off floor x 24 inch minimum height all sides _LISTED HOOD installed in accordance with terms of its listing. x Elec.Wire in conduit or EMT _Manufacturer _Exhaust _Clearance(Hood bottom to appliance top) NOTES _Model _Supply cfm _Maximum cooking surface temp DUCTS ELECTRICAL CONDUIT MUST RUN THROUGH CURB&BETWEEN ROOF&ENCLOSURE ELECTRIC RUN FROM CURB TO FAN MUST BE DONE WITH SEALTIGHT DEVICE AND X AIRFLOW of 1500 ft/minute minimum MUST LEAVE ENOUGH SLACK TO ALLOW FAN TO ROCK BACK FOR DUCT CLEANING 7Dimensions(L x W x H) 12"X 12" x 16 ga steel or 18 ga Stainless x Field welds to be Belt or Telescoping EXAUST FAN AND RETURN AIR FAN TO BE ELECTRICALLY INTERLOCKED X Duct exits bldg directly as possible _Horizontal duct travel less than 75' x Duct connections to have flush bottoms ELECTRICAL DONE BY OTHERS X Liquid tight external weld X No exhaust dampers use X Duct pitched back hood to collect grease x Ducts not shared by others systems x Shall not pass thru firewalls x Not insulated until inspected _CLEARANCE-3"minimum from combustibles,including 1-inch mineral wool,(insulate the combustible not the duct) ENGINEER _Clearance-3"to Limited Combustible X Clearance-0"to Non Combustible X ACCESS PANELS–to be unobstructed _Within 3 ft each side of an inline fan X Signs-'Access panel–Do Not Obstruct' _20 Feet Horizontally At every floor Vertically _At every direction change _Access door at vertical riser base _Duct Secured to bldg x EXTERIOR–Weatherproofed _ENCLOSURES in building more than 1 floor ceiling above hood or through any concealed spaces ducts shall be enclosed *Penetrating floors&ceilings *6 inches between duct&enclosure *vented at roof x Though Penetration Fire Stop System as alternative to enclosures with 6"airspace shall have a minimum 3"inclusive airspace, depending on mfg. FAN X TERMINATES–at building exterior up and away from roof X 40 inches from roof(See Drawing&Notes) x Fan hinges away from duct,with hold open retainer&flexible waterproof cable X Grease drains back to trap at fan •Minimum 10'to air intakes,property lines,windows,doors or 3"vertical x Safe access area for servicing —Non-Combustible side fan termination ok,no openings 10'horizontal vertical down,32'vertical up,except char-broilers not permitted 77 ��QF.IVF '9 ' fn 075�� OFESSIOt��`�� SYSTEM X NEW EXISTING 5wy FRONTVIEW SCALE '/4"A G=MECHANICAL GAS SHUT OFF VALVEGAS VALVE NEW�_EXISTINGRPSM=REMOTE MANUAL PULL STATION DRAWN BY: ALEXANDER RAMIREZ 06/14/18 NMCH3=MECHANICAL CONTROL PCL160 PCL300 PCL460 1 PCL600 HEAD PIPING MATERIAL BLACK MS=MICRO SWITCH SUPPLY PIPE SIZE 3/$ BRANCH PIPE SIZE 3/$ 11 THIS INDICATES 3/8" GAS VALVE TYPE MECH SIZE 2" BRAND ASCO SCHEDULE 40 BLACK PIPE 6-450 DEGREE THIS INDICATES%° DETECTOR TEMPERATURE RATING 1-500 DEGREE (QTY 7 SCHEDULE 40 BLACK PIPE HOOD SIZE'. 16'x 45" x 24" DUCT SIZE: 2- 12"X 12" THIS INDICATES HOOD SIZE: DUCTSIZE: -------- STAINLESS STEEL CABLE RUN IN%"EMT CONDUIT FLOW POINTS 19 EQUIPMENT NOZZLE SURFACE NOZZLES QTY AREA PART# HEIGHTS LOCATIONS SCALE%" DUCT 2 12"X 12" 1 L 0-50 CENTERLINE NMCH3 SHELF PROTECTION PLENUM 2 16'X 45" IH 10'X 4' 2"OFF FILTER -------------------------- COOPER MS UBING '4"PIPE MUST BE USED TO PLENUM 1 H 10'X 4' 2"OFF FILTER o THE FIRST SPLIT 12"X 12" 12"X 12" SHELF f 1 DUCT OPENING DUCT OPENING r V A ------ -- ---- ---- PLENUM 1 H 10'x 4' 2"OFF FILTER 1L � I' ,L I �� I 2H CENTERLINE ______ __ _________ soo ------a o 450 ------------ 450 ---- 4 0 --- 450 - 450 B I I FRYER 3 15 X 15 24"-4s" 2H 24"-48" CENTERLINE P 1H 1H FRYER J C 6 BURNER RANGE 1H 24"-48 CENTERLINE 6 10 BURNER RANGE 5 60"X 24" 1 L 13"-24" CENTERLINE 0SALAMANDER 2H 1{ 2H 2H 2H A- NOZZLE 22"FROM SMALL WOK 1H 24"-48" PERIMETER 1L 34"Xs" SHELF END OF HAZARD 1L 1L 1L 1L 1L NOZZLE HEIGHT 1 " 1 H 24"-48" ABOVE CORNER g- MUST SMALL GRIDDLE 36 X 24' _____ BE BETWEEN 13"- RPSM 24" LARGE GRIDDLE 2L 10%24" ABOVE CORNER 10 BURNER GAD/RAD F F F NOZZLE MUST RANGE CHAR GRILL GRIDDLE R15" R15" R15" C- BE 1 H 24"-48" PERIMETER ------------------ 60"X 24" 36"X 24" 36"X 24" y15 y15 y CENTERED GAS/ELEC RAD E E E'S' LEFTTO R R R RIGHT GAS/ELEC RAD 1 36"X 24" 211 36"-48" ABOVE CORNER G LAVA ROCK 2L 15"-35" PERIMETER FLOOR P-L600 PIPE TAPE CENTERLINE USED CALCULATED PIPE VOLUME 3/8=1867.5 CANDY STOVE 2L 34"-48" CALCULATED PIFE VOLUME W=223.2 ABOVE THE GRATE AT TOTAL=2090.7 SALAMANDER 1 34"X 5" 1 L 37"X 5" THE FRONT EDGE MAX PIPE VOLUME 4215ml MAX VOLUME BETWEEN ABOVE VENT FIRST&LAST NOZZLE 1688mi/side ROTISSERIE 1H OPENING CENTERED x FRYER TO HAVE LIMIT CONTROL TO SHUT OFF FUEL AT 425 DEGREE PART'S x DETECTORS SHALL BE LOCATED OVER ALL EQUIPTMENT PCL-160=553163 " x SYSTEM INSTALLED AS PER UL300,MANUFACTURERS&AHJ PCL-300=551194 x MANUAL PULL LOCATED MAX 10'-20'FROM HOOD&48"FROM FLOOR PCL-460=551193 PCL600=551196 x ALL FUEL SOURCES ARE GAS UNLESS OTHERWISE NOTED QUICK SEAL/."=550859 x THE FOLLOWING FUNCTIONS TO OPERATE UPON SYSTEM DISCHARGE QUICK SEAL 3/8"=550857 *MAKE UP AIR SUPPLY SHUT DOWN*GAS FUEL SHUTS OFF IN KITCHEN REMOTE PULLLINK 4 LINK KIT=550131 *EXHAUST FAN REMAINS ON*ELECTRIC FUEL SHUT OFF UNDER HOOD CORNER PULLEY=423250 *FIRE ALARM SHALL ACTIVATE IF ONE IS INSTALLED CONTROL HEAD=NMCH3 360 DEGREE LINK=550009 1H NOZZLE=551029 CONTRACTOR: LOCAMON: 1L NOZZLE=551026 2H NOZZLE=551028 2L NOZZLE=551027 ABT DESIGN& FIRE PROTECTION 2D NOZZLE=551038 1724 CHURCH STREET NORTH FORK ROADHOUSE GAS VALVE 1"=GAS VALVE sso sa 9095 SOUND AVE GAS VALVE 1'/."=550595 HOLBROOK, NY 11741 GAS VALVE VW=550596 631-878-4896 FAX#631-878-5727 MATTITUCK, NY 11952 GAS VALVE 2"=551049 GAS VALVE 2'/:"=550185 SUFFOLK COUNTY LIC#111 GAS VALVE 3"=550166 EMAIL:ABTFIRE@YAHOO.COM 5�,.. �Y 's�A ,e li. So c� . e o ti ' �FESSIONIN& r6l,_ BUILDING CODE SUMMARY Road OR -= APPLICABLE BUILDING LADE GENERAL NOTES: 6 PILROT OSED ALri ixA'il, ON I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, I BUILDING CODES: COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL t. NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. BUILDING CODE: 2015 BUILDING CODE OF NEW YORK STATE, 2015 EXISTING BUILDING CODE OF NEW YORK STATE 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL architecture, P,C, *�ifork R ci. d I I/ PLUMBING CODE: 2015 PLUMBING CODE OF NEW YORK STATE STATE AND LOCAL CODES AND SHALL BE INSPECTED AND ELECTRICAL CODE: 2015 ELECTRICAL CODE OF NEW YORK STATE APPROVED AS REQUIRED. MECHANICAL CODE: 2015 MECHANICAL CODE OF NEW YORK STATE 3. THE ARCHITECT'S APPROVAL APPLIES ONLY To THIS PLAN'S P.O.BOX 1254 JAM SPORT,NY 11947 FIRE CODE: 2015 FIRE CODE OF NEW YORK STATE/2010 FUEL GAS CODE OF NEW YORK STATE STRUCTURAL CONFORMANCE WITH THE NEW YORK STATE BUILDING ADA ACCE551BILITY: ICC/AN51 117.1-200q CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL PHONE(631)779-2832 FAX(63I)779-2833 9095 SOUN AVE MATTITUCK NEW YORK ENERGY CODE= 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE COND1110N5 AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. 7 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf 2015 IBC EXISTING BUILDING CODE CHAPTER 5 - CLASSIFICATION OF WORK CAPACITY MINIMUM. 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. (504) PROPOSED WORK SHALL BE CONSIDERED A LEVEL TWO ALTERATION OF AN EXISTING BUILDING. ALL PROP05ED WORK AREAS TO MEET WITH EXPOSED SLABS AND GARAGE SLABS 514ALL BE 3500 psi At 28 CHAPTER 8. ALTERATIONS - LEVEL TWO. BUILDING ONLY SERVES ONE SINGLE TENANT. DAYS MINIMUM WORK AREA OF THE MINOR SPACE MODIFICATIONS EQUALS A TOTAL OF 934 SQUARE FEET. THE TOTAL FLOOR AREA FOR THE MAIN LEVEL 15 3 qql 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR = BETTER. E-1,600,000 Psi AND 1'b- EQUIVALENT TO MEMBER SIZE. ALL SQUARE FEET. 934 S.F. / 3,991 S.F. - .234 OR 23% OF THE EXISTING FLOOR AREA. 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 NAVE AN E-1,900,000 psi AND AN fb-2,600 psi. ALL PARTICLE STRAND BEAMS CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION TO HAVE AN E-2,000,000 psi AND AN fb-2,900 psi SCHEDULE OF ABBREVIATIONS 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA USE CLASSIFICATION (301): LOWER LEVEL FIRST FLOOR SECOND FLOOR LOFT PARTITIONS RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, A-2 - ASSEMBLY GROUP A-I (303.3) 0 S.F. 3,9gt S.F. (100X) N.A. OR AS INDICATED ON PIANS. A.D. ASH DROP 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10'@ SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.F.F. ABOVE FINISH FLOOR 5-2 - LOW-HAZARD STORAGE GROUP 5-2 (311.3) 2,583 S.F. (64.9X) 0 S.F. (OX) N.A. " " GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WINTER DESIGN UNDERLAYMENT F1000 BM. BEAM 4 WALLS AND 3-2 XIO'@ 6 WALLS OR AS DESIGNATED ON THE SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED H�R�' BRG. BEARING B - BUSINESS GROUP B (ACCESSORY TO A-2) (304.1) 0 S.F. (OX) 171 S.F. (4.3X) N.A. PLANS. CATEGORY C.J. CEILING JOIST MODERATE SLIGHT TO C.F.M. CUBIC FEET PER MINUTE TOTAL 2,997 S.F. (100X) 3,241 S.F. (100X) N.A. (AREA NOT USED) 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS 25 130 YES YES I B SEVERE 36' 15 YES WA CLAS C��- EXCEED 30' ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO HEAVY MODERATE (508.3.1) ACCESSORY OCCUPANCIES ARE TH05E OCCUPANCIES SUBSIDIARY t0 THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. AGGREGATE to ALLOW THE PASSAGE OF A 4 SPHERE THROUGH ANY OPENING. C.D. CLEAN OUT ACCESSORY OCCUPANCIES 514ALL NOT OCCUPY MORE THAN 10% OF THE AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR Existing Floor Plans: CON. CONCRETE VALUES IN TABLE 503, WITHOUT HEIGHT AND AREA INCREASES IN ACCORDANCE WITH SECTION 504 AND 506 FOR SUCH ACCESSORY OCCUPANCIES. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT C.M. CARBON MONOXIDE DETECTOR TO ALL SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS CSMT. CASEMENT CAS PER LOCAL REGULATIONS. C.T. CERAMIC TILE CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS II. PROVIDE 5/8'TYPE'X' GYPSUM BOARD AT CEILING ABOVE NEAT D.H. DOUBLE HUNG The D. DRYER UNIT AND AT GARAGE AS REQUIRED. TABLE OF CONTENTS DIA. DIAMETER HEIGHT AND AREA: 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. D.J. DECK JOIST SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS Roadhouse FLOOR AREAS EXISTING PROPOSED ADDITION TOTAL DN. DOWN 13, ALL 'USP HANGERS TO BE ATTACHED WITH MANUFACTURER DW. DISHWASHER MAXIMUM ALLOWABLE AREA AS PER TABLE: 506.2 # 504.4 4 504.3 SPECIFIED FASTENERS. PROVIDE APPROPRIATE COATED HANGERS COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 3,ggt SQFT. N/A 5QFT. 3,991 SQFT. F.A.I. FRESH AIR INTAKE MOST RESTRICTIVE ASSEMBLY GROUP A-2 - 6,000 S.F. (I STORY) 40' HEIGHT WHEN USED IN CONNECTION WITH TREATED MATERIAL. A-I - EXISTING FOUNDATION PLAN BASEMENT SQUARE FOOTAGE (INCLD. COOLERS) - 2,7" 5QFT. N/A 5QFT. 2,764 59FT. F.D. FLOOR DRAIN Resturant A-2 - EXISTING FIRST FLOOR PLAN TOTAL AREA - 6,755 5QFT. N/A 5QFT. 6,755 SOFT. FDN. FOUNDATION 14. PROVIDE CONTINUOUS FIRFSTOP AT ALL CONCEALED SPACES IN A-3 - FIRST FLOOR DEMOLITION PLAN5\ EXTERIOR PATIO - 525 501"T. N/A 5QFT. 525 5QFT. F.J. FLOOR JOIST CHAPTER 6 - TYPES OF CONSTRUCTION: WALLS AND BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO A-4 - PROPOSED FLOOR PLAN FRONT ENTRY DECK - N/A SQFT. 225 SOFT. 225 SOFT. FP.S.C. FIREPROOF SELF-CLOSING LIMIT DIMENSIONS of CONCEALED SPACES AS DESCRIBED IN NYS , RESIDENTIAL LADE SECTIONS 8602.8 AND 8502.12, A-5 - BASEMENT EGRESS PLAN FTG. FOOTING A-6 - FIRST FLOOR EGRESS PLAN FXD. FIXED RATING OF CONSTRUCTION ELEMENTS OF: EXISTING CONSTRUCTION: TYPE V-B 15. ALL ITEMS NOT SPECIFICALLY LISTED A5 BEING RETAINED FOR GALV. GALVANIZED RE-USE ARE TO BE REMOVED FROM THE PREMISES. H.B. GLASS BHOSE BIBB THE FOLLOWING LIST OF STRUCTURAL ELEMENTS AND THEIR RESPECTIVE FIRE RATINGS TAKE PRECEDENCE OVER ALL DETAILS IN THE16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE DRAWINGS AND ALL REMOVED IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE N.C. HANDICAPPED REQUIREMENTS OF THE SPECIFICATIONS. IF A CONFLICT EXISTS BETWEEN THI5 LIST, THE DRAWINGS AND/OR THE SPECIFICATIONS, THE CONTRACTOR SHALL CALL RENDER THE ITEM UNUSABLE, ALL ITEMS ARE t0 BE 5TORED AS HDR. HEADER IT TO THE ATTENTION OF THE ARCHITECT. IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING ANY RATINGS, THEY SHALL REQUEST A CLARIFICATION BEFORE DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY H.M. HOLLOW METAL BEGINNING THE WORK. WEATHER AND/OR CONSTRUCTION. K.S. KITCHEN SINK LAV. LAVATORY CONSTRUCTION CLASSIFICATION (TABLE 601) 17.THE CONTRACTOR 514ALL REVIEW THE ENTIRE PROJECT AND L.C. LINEN CLOSET SHAH BRING ANY DISCREPANCIES TO THE ATTENTION OF THE 9095 Sound Ave. MECH. MECHANICAL BUILDING ELEMENT FIRE RATING OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE Mattituck NY I I9SZ CORRESPONDANCE: MIN. MINIMUM STRUCTURAL 0-HR WHICH VARY FROM THE CONSTRUCTION DRAWINGS WHEN WRITTEN DESIGN LOADS MAX. MAXIMUM BEARING WALLS coNiRActoR SHAI-1-ASSUME RESPONSIBILITY FOR FIELD CHANGES DESIGN PERMISSION FROM THE ARCHITECT HAS NOT BEEN OBTAINED. MLDG. MOULDING EXTERIOR 0-HR OWNER: M.O. MASONRY OPENING INTERIOR 0-14R 18.CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO REVISIONS USE LIVE LOAD [LB/SQFT.] DEAD LOAD 1LB/SQFTJ N,I.C. NOT IN CONTACT NONBEARING WALLS AND PARTITIONS EXTERIOR 0-HR INSURE THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE g095 5GJND AVENUE LLC O.C. ON CENTER DECKS 60 10 165 OLIVER STREET O.H. OVERHEAD NONBEARING WALLS AND PARTITIONS INTERIOR 0-HR DURING CONSTRUCTION, 4-2-I9 Revised as per Bldg. Dept. FLOOR CONSTRUCTION 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO I g P RIVERHEAD, NY 11%2 P.C. POURED CONCRETE _Comments OFFICE � 10 R. RISER INCLUDING SUPPORTING BEAMS AND JOISTS 0-NR PROTECT THE AREA OF EXCAVATION AND CONSTRUCTION. CONTACT+ KEITH LEWIN RAD. RADIUS ROOF CONSTRUCTION O HEAVY STORAGE 250 10 EMAIL: KEITHLEWIN@HOTMAIL.COM REF. REFRIGERATOR INCLUDING SUPPORTING BEAMS AND JOISTS 0-HR PREVENT WWEATN20. THE 4ER ENTRYLLIINTO IX STING REAS OF T14EPROVIDE ADEQUATE INGS TO LIGHT STORAGE 125 10 REINF. REINFORCED CONSTRICTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS ASSEMBLY AREAS - MOVABLE SEATS 100 10 R.F. RESILIENT FLOORING CHAPTER g - FIRE PROTECTION SYSTEMS FROM DUST WITH PLASTIC TARPS. 0 R.R. ROOF RAFTER O 1�� S.D. SMOKE DETECTOR 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND DINING ROOMS AND RESTAURANTS 100 SH t PL SHELF 1 POLE CONTRACTOR SHALL DECIDE ON AN ACCESS PONT TO THE 51TE O . A FIRE ALARM SYSTEM SHALL BE INSTALLED AS PER CHAPTER q SECTION 907 FIRE ALARM AND DETECTION SYSTEMS. AND WHERE ON THE 517E TO STORE MATERIALS. THE CONTRACTOR STROMSKI ARCHITECTURE PC STAIRS 100 10 SHWR. SHOWER SHALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. O P.O. BC; 1254 SQFT. SQUARE FEET AN AUTOMATIC SPRINKLER PROTECTION SYSTEM 15 EXEMPT SINCE THE PROPOSED LEVEL TWO ALTERATION WORK AREA 15 LE55 THAN GUARDRAILS AND HANDRAILS 200 10 JAMESPORT, NY 11947 TTG TONGUE 4 GROVE 50% OF THE EXISTING FLOOR AREA AS PER 2015 IBC EXISTING BUILDING CODE CHAPTER 8. SECTION 804.2.2 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL GUARDRAILS IN-FILL COMPONENTS, 50 10 T. 631-779-2832 F. 631-7'"L-2833 T.C. TERRA COTA SUCH AWAY AS TO MAINTAIN ST AND 14ASTE LINESAE2V CE THROUGHOUT THE IN OF O CODTTAC-. ROBERT 5TROMSKI AIA LEED AP TEMP. TEMPERED GLASS THE HOUSE FIRE ESCAPES 10 EMAIL: ROBERT@STROM5KIARCHITETRIM ENING CTURE.COM TYP• TYPICAL 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE O V.I.F. VERIFY IN FIELD TABLE R402.4.1.1 REMOVAL AND/OR RELOCATION OF ELECTRICAL WIRING AND FIXTURES 0 ___W. WASHER AIR BARRIER AND INSULATION INSTALLATION AS REQUIRED. W.C. WATER CLOSET WD. WOOD 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION O W.F. WATER FOUNTAIN A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINE W.H. WATER HEATER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL O NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN W.I. WADCONSTRUCTION DETERMINATION. W.W.F. WELDDEDED WIRE FABRIC A CONTINUOUS AIR BARRIER SHALL BE INSTALLED 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY O IN OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST APPROVED AS NOTED THE HEXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIE=MEET GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. THE REQUIREMENTS OF THE NEW YORK STATE ENERGY DATE: B.P.# � BREAKS OR JOINTS IN THE AIR BARRIER SHALL CONSERVATION CODE. BE SEALED. 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF O FEE: �'3--PWBY: ELECTRICAL 3/4' DIA. BOLTS @ 24'O.C. (HORIZ.)STAGGERED TOP AND BOTTOM, MATERIAL NOTES NOTIFY BUILDING DEPARTMENT AT THE AIR BARRIER IN ANY DROPPED CENTERLINE of BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. 765-1802 $AM TO 4 PM FOR THE INSPECTION REQUIRED CEILING/SOFFIT SHALL BE ALIGNED WITH THE O INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT 27. 'TRUSJOIST' "SILENT FLOOR" SYSTEM TO BE INSTALLED IN CEILING/ATTIC STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL O ROOF CONSTRUCTION FOLLOWING INSPECTIONS: SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. J015T HANGERS SHALL BE COMPATABLE TO JOISTS.CONTRACTOR ACCESS OPENINGS 1. FOUNDATION • TWO REQUIRED , DROP DOWN STAIRS OR KNEE - TO OBTAIN JOIST LAYOUT FROM 'TRu5JO5T' PRIOR TO START OF O 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE FOR POURED CONCRETE WALL DOORS TO UNCONDITIONED ATTIC SPACE CONSTRUCTION 30 LB. FELT PAPER SHALL BE SEALED. 2. ROUGH -' FRAMING & PLUMBING 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED.THE CAVITIES WITHIN CORNERS AND HEADERS OR COMPANY MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS WALL CONSTRUCTION 3. INSULATION FRAME HAUS SHALL BE INSULATED BY THE DESIGN CRITERIA'5 USED BY 'TRU5JOIST'.CONTRACTOR TO 4. FINAL - CONSTRUCTION MUST WALLS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A OBTAIN J0I5T LAYOUT FROM THE MANUFACTURER PRIOR TO START SEAL EXTERIOR INSULATED FINISH SYSTEM WITH MOISTURE PROTECTION SYSTEM BE COMPLETE FOR C.O. PLU�"3ER C�RTIFlCATiON PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 OF CONSTRUCTION. (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION DETAILS) ALL CONSTRUCTION SHALL MEET THE ON LU.D CONTENT BEFORE THE JUNCTION OF THE TDP PLATE AND THE TOP PER INCH MINIMUM. OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR 29. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER R 'BLUEKSKIN' OR EQUAL AIR INFILTRATION BARRIER REQUIREMENTS OF THE CODES OF NEW CER TIFI�.ATE OFOCCUPANCY KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHAND PROTECTED FROM DAMAGE BY WEATHER AND/OR D ARALL BE INSTALLED IN c�sTRucrloN ,�E. C I/2' EXTERIOR GRADE PLYWOOD SHEATHING YORK STATE. NOT RESPONSIBLE FOR SUBSTANTIAL CONTRACT AND CONTINUOUS �5 t STROP SO:,D�R USED IN WATER ALIGNMENT WITH THE AIR BARRIER. 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO p� 2 X 4 WOOD STUD, @ I6 ON CENTER WITH 2 X 4 SHOE AND DOUBLE 2 DESIGN OR CONSTRUCTION ERRORS. qtr X 4' TOP PLATE SUPPLYSYSTE1,1 CANNOT BE DISPOSE)OF IN ACCORDANCE WITH THEn REQUIREMENTS OF THE (� .'L WINDOWS SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. 2" X 6' WOOD STUDS @ I6' ON CENTER WITH 2' X 6" SHOE AND DOUBLE 2' EXCEED 2/10 OF 1% LEAD. AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 X 6" TOP PLATE (AS SHOWN ON PLAN) BE SEALED. ENCOUNTERED P44ICH COULD NOT BE DETERMINE) PRIOR t0 5/8" GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE RESISTANT WALL BOARD AT BATHROOMS) ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION 8169 F 5/8 TYPE X FLOOR FRAMING CAVITY INSULATION SHALL BE DETERMINATION.GYPSUM BOARD AT GARAGE WALLS AND CEILING COMPLY WITH ALL CODES OF Q N�.�i`1 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND NEW YORK STATE & TOWN CODES INSTALLED TO MAINTAIN PERMANENT CONTRACT 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR 514ALL ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR w1TN THE UNDERSIDE OF SUBFLOOR DECKING, OR CALL GRILLE PATTERNS) AS REQUIRED AND CONDITIONS OF ",PVU1MBING ° FLOORS (INCLUDING FLOOR FRAMING CAVITY INSULATION SHALL BE FOR A MARK OUT OF ALL UTILITIES PRIOR t0 ANY EXCAVATION. �,WATER %LM UBING WASTE. ABOVE GARAGE AND THE AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP THE(UTILITY CALL CENTER -CALL BEFORE YOU DIG) NUMBER 15 PROVIDE WALL TO F:OOF, WALL TO WALL,, AND WALL TO FOUNDATION yTonr -� ..[TINES NEED:• earn iLEyERED FLOORS EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION 1-x-272-'�• ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE copyright 20I I.sTROIvISKI architecture,p.c.All rights CONNECTORS AS PER SHEET W-2. ) NECESSARY, reserved.The Architect reserves the right to reproduce this INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING 'E!;lG:;B FARE C101I E( iNG AND EXTENDS FROM THE BOTTOM TO THE TOP OF design;n its entirety or any portion thereof.Unauthorized lJ 1 f alteteraration of these documents is a violation of the New York ALL PERIMETER FLOOR FRAMING MEMBERS. State Education Law.These drawings and specifications are i an instrument of service and are the property of the Architect. EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, These drawings and specifications are not to be used on any CRAWL SPACE WALLS SHALL BE COVERED WITH CLA55 I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED rd V!' other project,except by written permission of the Architect. RETARDER WITH OVERLAPPING JOINTS TAPED, TO THE CRAWL5PACE WALLS. yl � SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE PROJrcr No. 18-AR020 R"' SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED �,�Q �•� tAt S h e Q SCALE AS SHOWN DATE 2/5/20I9 » +. Inc r SPACE SHALL BE SEALED. vl DRAWN BY TLD CHECKED BY RS 1�11,_.�,C�®a OCCUPANCY OR V r!rc ean"f confo= BATTS IN NARROW CAVITIES SHALL BE CUT TO NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE USE IS UNLAWFUL PERMANENTLY ATTACHED TO THE CRAWLSPACE �� /� l � `r� I �rI V 1 TITLE �1�+~ C -"i? 0 WALLS. WITHOUT C E RT I F I CAT E GARAGE SEPARATION GARAGE LA D CONDITIONED SPACES.BETWEEN �( S a.n o n ct- cbn-fmc-fu,- OF OCCUPANCY RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Project RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR hops 6 eo en S-ed�� TO THE DRYWALL. TIGHT AND IC RATED. Information 1 ' IG 't BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR `RETAIN STORM WATER RUNOFF 'REOU,71RED'E, CTR PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION PURSUANT TO CHAPTER 236 ' " READILY CONFORMS TO AVAILABLE SPACE SHALL fir•,> :�� ' EXTEND BEHIND PIPING AND WIRING. OF THE TOWN CODE. THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND SHOWERITUB ON ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED. EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. SHEET THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. HVAC REGISTER BOOTS THAT PENETRATE COVER HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE 50FLOOR OR DRYWALL. I1A STPv0MjSKJ' architecture, p.c. 301-51 P.O.BOX 1254 JAMFSPORT,NY 11947 PHONE(631)779-2832 FAX(631)779-2833 -----------—————————--—————————————————————————————————————————————————————————————————————----------------- ------------- —————————————————————————————————————————————————————————————————————————————————————————————————————————— IL--------------- II �----------------- ———————- I I SEWAGE SEWAGE SLAB AT GRADE Existing Floor Plans: 7 EX. MECHANICAL 10 ABOVE 251-7' X 61-101 EXISTING TO REMAIN The -41 UP Roadhouse Resturant EX. MENS 7'-8' X 8'-0 CID 0 .J 4'-10' 5. I UL----------------- \\ I B 9095 Sound Ave. ------- UPDATED FINISHES ONLY---/ --------------- ----AW-�y I EXISTING TO REMAINMattituck, NY I 1952 CRAWL SPACE S.C.T.M.#IOOO-12I-2-2 04 X 4'- L------------------------------ -------J REVISIONS 7' UPDATED FINISHES ONLY 4-2-I9 4-2-19 Revised as per Bldg. Dept. EXISTING TO REMAIN5.D. T Comments O Ln 7- EXISTING TO REMAIN 0 AREA TO BE USED AS OFFICE EX. PIQNLE�NS 30-00 X 51-7' 0 OFFICE 7'-8' X 13'-7!-- EX. DRY STORAGE EXISTING TO REM AIN 27'-8' X 7'-8" 0 20-7 3/4' 60 9l-2 114, 4'� 1 0 a CIO 0- - c 0 2 0 UPDATED FINISHES ONLT--, 0 0 EXISTING TO REMAIN D 0 EX. STAFE BATH 4 8, Xq-0 I 0 0 EX. W.1. COOLER O 9'-10, X I9'-4' EXISTING TO REMAIN 0 SEAL o ' EXISTING TO REMAIN ED A% .0 S 7rR --EX.-BASEMENT DRY STORAGED -—-—-- CwmicA - C11X 0-8' X 30'-7" -T---Ex. mE L 811-40 X 81-00jo EXISTING TO REMAIN ;0 L EXISTING TO REMAIN EXTERIOR ACCESS STAIR Copyright 2011.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entireor any portion thereof.Unauthorized EX, N.I. COOLER entirety alteration of these documents is a violation of the New York 11'-2' X W-0 State Education Law.These drawings and specifications are 7 an instrument of service and are the property of the Architect. EXISTING TO REMAIN 7 These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 18-AR020 It-.111 9I-10, -01 101 41'-0' + SCALE AS SHOWN DATE 2/5/2019 DRAWN RY MED CHECKED BY RS ITLE -—-—-—-—-—--- -- II II 11 IIE alII Existing EX. BASEMENT/FOUNDATION PLAN Scale- 114' = V-0' Ik--------I I TO REMAIN ii IIL------- ii Foundation Plan II j1 II II I III LL LL 3 4 I 5 -- -- SHEET 55'-0" A - 1 21'-10" -- M- SKI architecture, p.c. 71 --- P.O.BOX I254 JAMFSPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 VESTIBULE 8'-0" X 5'-0" Lo m : I ( II ELECTRICAL PANEL 07�1 WMENS BTNRM 5'-5" X 7'-0" Li C, KITCHEN \ `r/ Existing Floor Plans:21I'-8" X 23'-8" 1 � i The EX. PATIO DINING ROOM COFFEE SRVCE 20-0" X25'-0" Q 22'-11" X 23'-8" 5'-5" X 4'-2" Roadhouse Resturant j I SERVICE AREA �N DINING ROOM 5'-6" X I6'-0" - — — 161-01 X I6'-0" 9095 Sound Ave. MENS BTNRM- _ — — Mattituck, NY 11952 F==r I 5'-5" x 7'- .#1000-I 2I-2-2 REVISIONS `i 4-2-I9 Revised as per Bldg. Dept. - - — - - w .nmmPntc (D O� �+ O 0 j O BAR COUNTER O `v O ARI AREA `� O 30'-01, X II'-0" ! O i I O (D 0- 14'-8' �� a'_8" j j O O I - - - — 1 1 -- - 0 �� z j O O j DINING ROOM i42'-0" x 44'-0" ( SEAL � DA % C� a� D �. 02919 - - - — - -- -- -- - --- - - - -- -- - --; E)') I I � Copyright 20I I.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. F — — — _�� "These drawings and specifications are not to be used on any other project,except by written permission of the Architect. EXISTING TO REMAIN EXTERIOR ACCESS STAIR PROJECTNo. I8-AR020 I I I i \ SCALE AS SHOWN DATE. 2/5/20I9 / \\ DRAWN BY MED CHECKED BY RS TITLE II Ir _ �I II — VIII Existing I II I I I j IIII- - - -iiil g — p II First Floor IIIA - - - --- - -- - - 1I- -- -- - - Plan ------ ---- SHEET EC. FIRST FLOOR Scale: I/4" I'-0" 7 10'-0" 7'-10" A_2 A - 2 9'-10" 30'-0" 3 4 S 6 7 42'-8' i j i 8 ) L-, ^A s :j{, t a STP-x,C5 IMSKI architecture, p.c. P.O.BOX 7254 JAMESPORT,NY 11947 PHONE.(637)779-2832 FAX(63I)779-2833 7 EXISTING BAY WINDOW TO WORK AREA ONE 453 SQUARE FEET BE REMOVED t REPLACED, SEE PROPOSED. — — — — ® ELECTRICAL PANEL LOCATION TO REMAIN Fi 1 I171 1 I I II I 1 EX15TING BATHROOM 1 DSHDoo BE EMaISHEFIXTURES EXISTING WINDOW TO BE1 I I I 1 REMOVED REMOVED E REPLACED WITH SHORTER WINDOW. SEE ROPOSED. II ® U= _ - - I 1 j I j j �I ® I I I I I ® EXISTING ENCLOSED I I I DOO2 WAY TO BE EXISTING PARTITION TO I I I I DEMOLISHED AND Ek KITCHEN / 1 REUSED FOR PROPOSED BE REMOVED PLANS. f0 REMAIN g Existin Floor Plans: 1 ® �� I I I I ® �� 1 I 1 1 The \� EX. DINING ROOM ® I I I I I ® EXISTING WINDOWS TO BE EXISTING DOOR To BE ® I I 1 REMOVED d REPLACED Roadhouse EX. PATIOREMOVED TO REMAIN ® I I ® / WITH DOOR, SEE 20'-0' X 25'-0' WITH NEW DOOR. EED \ — -------- PROPOSED. PROPOSED. , 1 - 1 -- Resturant BE REMOVEDRTITION TO , EXISTING DOOR TO BE -------- B�ENCLOED SED. TO -------- ® — 1ZDONN EXISTING WINDOW TO BE II EXISTING BAR TO BE I I II I I 1 EXISTING BATHROOM III ITER WINS CSD WITH 1 EE DEMOLISHED 1 I I AND FIXTURES TO BE j,l PROPOSED. r 1 I II — I I I DEMOLISHED AND 1 1 I I I \ II r I ® REMOVED EX. SERVICE REMAIN AREA EX. D TO REMAIN ROOM Il EXISTING WINDOW TO BE I _ - - 1 9095 Sound Ave. REMOVED t REPLACED WITH 1 I I I I L — -� I I ® _ j Mattituck, NY I 1952 ERB + WINDOW. SEE I EXISTING CONCRETE RAMP G 1 I I I I I I ® _ — S. T.M.#1000-121-2-2 DEMOLISHED AND TO BE REMOVED _ _ _ I I I 1 REVISIONS I - - - - I' r - �� I j 4-2-I9 Revised as per Bldg. Dept. O1 Comment.,; - — 0 EXISTING WINDOW TO BE REMOVED t REPLACED WITH III I I I I II ! O 5HORTERWINDOW. SEE 1 t- - - - - - - -® - - - - - - - - O PROPOSED. T EXISTING WINDOW TOB III � III I I TOE �D � I I III O RENJVD 4 OPENING TO BE ENCLOSED. , TTO BE WINDOW O RE10VD4RCEDWITH EXISTING BAR TO BE li PROPOSED.EWINDOW. SEE DEMOLISHED O O I ' O O EXISTING WINDOW TO BE EXISTING(WINDOW TO BE REMOVED t OPENING TO REMOVED E OPENING TO O BE ENCLOSED. ENCLOSED. I I� BE ENOL O -- -- - --- - ® - -- - - -o- - II '1 2 � 0O �- i O O Wil EX. DINING ROOM II SEAL TO REMAIN ��—REMOVED EXISTING WINDOW TO BE t REPLACED WITH III�I� II DOOR. SEE PROPOSED. C Y'1 ED qR EXISTING WINDOW TO BE 0 REMOVED 4 REPLACED WITH DOOR. SEE PROPOSED. hill I II a� s CIA ll I II I I z91 o¢� F OF IN -t II I Copyright 2011.STROMSKI architecture,p.c.All rights EXISTING WINDOW TO BE reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized REMOVED t REPLACED WITH alteration of these documents is a violation of the New York SHORTER WINDOW. SEE State Education Law.These drawings and specifications are PROPOSED, an instrument of service and are the property of the Architect — — — — These drawings and are not to F=— — — — � g p be used on any I7other project,except by written permission of the Architect 77 IIIA j II II \ / i I PROJECT NO. I8-AR020 Ill SCALE AS SHOWN DATE 2/5/20I9 IIIiI II II / \ I DRAWN BY MED CHECKED BY RS _4 I TITLE EXISTING WINDOW TO BE REMOVED E REPLACED WITH (III I r DOOR. SEE PROPOSED. First Floor EXISTING TO REMAIN — - EXTERIOR ACCESS STAIR — -i T FIRST FLOOR DEMOLITION PLAN Scale: v4" = 1'-0' - i �l Demolition Plan ------ 13------ II I- EXISTING WIIiDOW TO BE EXISTING WINDOW TO BE II /L EXISTING DOOR/WINDOW TO EXISTING WINDOW TO BE EXISTING WINDOW T01 BE EGRESSDDOOR EE PROPOSED. SHORTER WINREPLACED OW.S SEE II // BE REMOVED * 'REPLACED REMOVED 4 SHORTER WINDOW. SD WITH EE BEOVED 4 ENCLOSED. SHEET I o SHEET II WITH DOOR. SEE PROPOSED. PROPOSED. PROPOSED. _ II 1J A - 3 3 i 4 5 i ( b ) 1 7 1 8 ) IXISTING WOOD TRELLIS _- WALL LEGEND: T g I, ' =EXISTING WALL TO REMAIN — - - -- - - - - - --- --- - -- -- -- -- ': - - EXISTING WALL TO BE REMOVED 42'-2" O NEW 2 X q" WOOD FRAME WALL NEW 2" X 6" WOOD FRAME WALL 5'-a" 6'-a I/2" 8'-8" 14'-5 1/2' T-4" 261-411 = © LOAD BEARING WALLS architecture, p.c. NEW P.C. CONCRETE WALL 0 FIRE BRICK P.O.BOX I2,54 JAMFSPORT,NY 11947 � EGRESS n PHONE(63I)779-2832 FAX(63I)779-2833 STANDARD BRICK WORK AREA ONE 453 SQUARE FEET C ` 1 RAMP FOR ADA ACCESS. MEETS CHP.4 1 G SECTION 405 OF ICC A117.1-200q ® DROPPED MASONARY 1P V, Cp� FOR PROPOSED RAMPS EX.81 VESTIBULE 1 VSk c� ,w= m/mm ® ® � � a � � s ® � , 1` C\AD I=12SLOPE (21PRISE) - Wd`1` 5'-a" m \ 21'-0" EGRESS ELECTRICALPANEL - - � MECH.CLOS. \ - �i e T-4'X 3'-a °� 11 e o PS f- 1 1 8'-10 I/4' .ABA-COMPLIANT RAMP p eVe TYPE I HOOD WITH - � ANSUL SYSTEM OVER � b e e EQUIPMENT. SEE EX. KITCHEN I � I RI 3s— Q KITCHEN HOOD IX. RAMP IX. CHI EY 1 Q 4" 4'-0" 8'-0' 1 DRAWINGS FOR MORE 21'-8" X 23'-8" ® DWN 5 Y" 13'-4" INFORMATION ------ z Z� QF Existing Floor Plans: CONDITI IX. HEAkkEGRES I _X�VKtx -F=)I '\ I _.LETh EX, PATIO I WAITINGAREA a 01//" 320 SEASONAL SEATS 1 O WORK AREA TWO 34 SQUARE FEET 22'-n' x 23'-8' eLADIES -ADA - ® < - O' N / Roadhouse ® L " 7-a X 7-0 x c', Resturant 1 --- (—' =i 1 �' N o II e I o 1 e TYPE 2 HOOD ❑D w 1 / OVER � - ' KIITCNMEN HHO.OD E DOWN WAITING AREA e e I I I n DRAWINGS FOR MORE I6'-6" X I6'-0" 9095 Sound Ave. e MEN'S APA ® INFORMATION------ 1 7'-4' X '-II" 1 Mattituck, NY I I952 WORK AREA THREE 402 SQUARE FE S.C.T.M.#1000-I 2I-2-2 SERVICE AREA e EI _J 3I ® Z ® „ 5'-6" X 16'-0" q 1 REVISIONS w1W Q 4-2-I9 Revised as per Bldg. Dept. 5'-4' II r---------- � ' M J O NEW POURED CONCRETE RAMP, - q'-10' �, I-- ,-.. FOR ADA ACCESS. MEETS CHP.a)-' - - - - ® i \\ `^ e L o D / O SECTON 405 OF ICC A117.1-200q / \ 1 I `, 1 FOR RAMPS IN EXISTING BUILDINGS �- - q'-0" 1 e 17-7 I°lilll IIIiCIi a 1 O ' 1 I��I Irlll 1 O 48" NIGH HALF WALL I =-� �- ® n e lililll lil,'rlll,l I I I 5ERVICE COUNTER I ----- -- � . _ - - WORK AREA FOUR 45 SQUARE FEET I�I�I II,1�1�1 E S GRES H I 1 III 11x,11:1.1.1 1 O ❑H I ITR SHI i Oz 8'-0' 12'-T 4'-6' i 30'-0" - 1 - 1 1 ► - , CIDrt -- C ; O 1 2 -- 1 _ I r , Ali•� 11 I r1 III r � z PROPOSED FLOOR PLAN Scale: va" - 1'-0" III.I I,11.1�1�1 e — WINDOW SCHEDULE (EXTERIOR) SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS ® 1 —�- �1 � ; i SEAL / I-6 ADIES -ABA- 1_6 ® ANDERSEN GLIDING IOOGX0m% - _ _ _ _ l 1 e� / © ANDERSEN GLIDING IOOGX04030 / © ANDERSEN AVEdING (2)-IOOA54020C, 30 5" ❑D ANDERSEN GLIDING IOOGX03650 ❑E ANDERSEN AWNING IOOAS4020 - - - - - / __- =_—= _ e 1 �, R a I �� ( sTR 1 ❑F ANDERSEN GLIDING IOOGXO%36 - - _ _ _ 1 ! DINING ROOM e - 1 BAR n� 20 BAR SEATS , � QG ANDERSEN AWNING IOOAS2020 - - _ _ _ i 65 RESTAURANT SEATS 1 e � I I ,m .,.1,.1.1.,.1. # I I L�1111,I�:.x1:1 I e QH ANDERSEN GLIDING WGX4050 / JQ ANDERSEN AWNING 10OA54020 I�LI.I 1111111�1�1 [TR sH 1 02916 SAO I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E UNLESS NOTED OTHERWISE. Q e �. - F E _ OT ERW E. N e _ / / 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TESL OF ASTM E Ig96 AND OF ASTM E 1886. IF IMPACT - __ - __ 1, l,lil11'1',1 � ,- LID 1 --- -,- - - -- r D RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8' SHALL BE ,n - -- v 1 (IL i PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT LABELED AND SCORED WITH ATTACHMENT HARDWARE. PANELS ' _ Copyright 20I L STROMSKI architecture, .c.All rights MUST BE FASTENED AS PER TABLE R30L2.1.2 ON SHEET W-I. -- _ 1 - p _ - - , �__�—r` ' I (II'�� reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized I alteration of these documents is a violation of the New York ® _ a State Education Law.These drawings and specifications are an i—miment of service and are the property of the Architect DOOR SCHEDULE (EXTERIOR) 1 �l. iIi ra111,111 — p p y These drawings ands specifications are not to be used on any ❑ 1 Q -- — -- — 1 �I1. `' F'I'1" other project,except by written permission of the Architect. / SYMBOL MANUFACTURER TYPE SIZE HARDWARE FINISH GLA55 REMARKS 1 I �- I 0 STORE FRONT DOUBLE HINGED 6'-4'W x T-2'H KEYED LOCK5ET W/PU5149ULL BAR BLACK ANODIZED I' LOW 'E' INSULATED TEMP. EGRESS 3 / " \ I PROJECT NO. I8-AR020 5t�pi 105 ❑2 STORE FRONT HINGED 3-0'W x T-2 H KEYED LOCKSET W/PANIC BAR/EXT. PULL HANDLE BLACK ANODIZED i LOW E INSULATED TEMP. EGRESS \I 1 ,; n I _ G�� I STORE FRONT BI-FOLD j `� 'k\ I SCALE AS SHOWN DATE 8-0'W x T-2 H KEYED LOCKSET BLACK ANODIZED I'GLAZING O.A. BI-F01 D OUT I a e \ 2/5/20I9 4_ i STORE FRONT BI-FOLD " III I `T / F MIN 364J,�� / ® 9-0'W X T-2 H KEYED LOCKSET BLACK ANODIZED I"GLAZING O.A. BI-FOLD OUT I QIIi115.1fI DRAWN BY TLD 1 CHECKED BY RS t DOTES= — e 1'.i1i 'Iilillli:l \� MEN'S -ARA I. ALL GLAZING t0 BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. - -- -- --- e .-= 1;1;1;1 ',1;1;1x' 1 II - I TITLE 6' 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Iggb AND OF ASTM E 1886. IF IMPACT `-- - - - 1 1,11 J-711 RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE r 1 PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS - / MUST BE FASTENED AS PER TABLE 1609.1.2, DOORS WITH KEYED LOCKSETS AND PUSH AND PULL HANDLES SHALL BE LABELED "THIS DOOR TO REMAIN UNLOCKED WHEN SPACE IS jZ OCCUPIED' �� i- Proposed 1 1 j `� 1 ; I I I 1 A�_ I IL N_ o _ Floor Plan � � II 0 / / DOOR SCHEDULE (INTERIOR) -'-- - EGRESS -- --- VERIFY CONDITION OF EX. HEADER SYMBOL TYPE DESIGNATION MATERIAL GLA55 HARDWARE REMARKS7 7777=77 7 o / I HINGED V-10"X7'-0' SOW NO LEVER HANDLE/SELF CLOSING ADA BATH DOOR O DOUBLE HINGED 5'-0'x7'-O" 5CW NO LEVER HANDLE MECH. ROOM DOOR q'-5" 3 HINGED FULL SWING 3'-0'x7'-0' 5CW/ALUM YES 180'HINGES KITCHEN DOOR FULL SWING W/VISION PANEL ® HINGED FULL SWING 2'-6'x7'-0" SCW/ALUM YES 180'HINGES NO HANDLE KITCHEN DOOR FULL SWING W/VISION PANEL --� 1 1 I SHEET 7" T-10' T-11" 10'-0' T-10' " 7" _ T-n -ALL DOOR FINISHES 4 HARDWARE FINISHES TBD BY OWNER 2 PROPOSED BATHROOM DETAIL Scale: 1/2" = 1'-0' -5CW - SOLID CORE WOOD EXISTING BASEMEN[ ACCESS A -4 A-a -ALUM -ALUMINUM 4 ! 5 6 7 EXTERIOR STAIR 8 EXIT D I80 ♦,';. EXIT r. _ architecture, p.c. EX. VESTIBULE ' 8'-0" X 5'-0" P.O.BOX I2S4 JAMFSPORT,NY 11947 ■ PHONE.(63I)779-2832 FAX(63I)779-2833 rrL ■ ■ EXIT FE MECH.CLOS. ■ T-4'X 3'-a ,I ' •♦ 1 i FE ADA COMPLIANT RAMP ■ ■ ■ I ■ : KITCHEN j 465 S.F,=3 EX. KITCHEN X EXIT ET A : 200 21'-8" X 23'-8" ♦♦ -I I 81 ■ �■■■■■■■■�■■■■■■■■�■■■■■■■■■■■■�t 180 `� � 180 � ■ ■ :i ------- -- - - .�, •♦ _ ■ 367 S.F.=74 ♦♦:♦♦ - - N -- x - - -- I FE - - - - -- -- - -- -- -- - -- — FE - - -- — - 1 ■ 5 ( EXIT ' ASSEMBLY (STANDING SPACE) ■ 52 S.F. ��n 11' • x ° 1 1 MAX 07TAN�CUOF �1 \\ i ■ ♦♦ ® ® EGRESS VEL- 60' 100 ■ ■■■■■■■■■ ■■■ ■■■■■■ ■� TRAVEL I � 26 � a � 55 � � � � i. � � � � � � s on on ' ♦♦�♦♦44 WAITING AREA � .� x x �I, ; ♦� ■; � �� Exu : 22'-II" X 23'-8" 11, LADI ES ADA ; j • ,� —� e 1 j Existing Floor Plans: NJ ■ ♦ 44 ■ — ■ �■■■■■■■■■ ■■■■■■■■■ i \�! ♦♦:*♦ - �I r ' �j1 j The 1 FIRE EXTINGUISHER REQUIREMENTS ♦♦ � ■ C 1 ■ MODERATE HAZARD OCCUPANCY 'A' ■I L�I ■ MINIMUM RATED EXTINGUISHER 2-A : ■ ■ n n MAX AREA PER EXTINGUISHER 1500 S.F. M 244 S.F. a® Roadhouse • MAX FLOOR AREA FOR EXTINGUISHER 11,250 S.F. ♦• / : :•♦ 5 49 �1 MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER 75 FEET ■■■■■■■■■■��i■■■■■e■■■ ■ ■ ■ ASSEMBLY 'STANDING SPACE) R e s turant 78 PROVIDE TYPE K UNIT IN KITCHEN AREA / • : ■ 55 ■ AITING AREA ■ FE SHOWS LOCATION OF FIRE EXTINGUISHER CABINET ■ 581050S.F.F =1 ■ ■■■■■■-Mit 23 dam! ■ 161-01 X I0-01 MEN S ADA ■ 1 ■ ■I ■ ■ ■■■■ 49 ■■■■■I��■■■■■i■■■■■■■■■■■■■■i' ■ ■ - - SR IC AREA 1 • ■ ■ I Lf,i ■I i I , �. :i 5'-i" X 16'-0" ■ ■ ---- ■ ■ 1 ■ - I — ------- - - - ------ 095 Sound Ave. ♦• -------- 1. -- Mattituck, NY I I9S2 ;i /I ■■■■■■■■■ 2 ■L: ■■■I�■■■■i■■ 21 ■■■■�■■■■■ 20 ■■■��■■■■■■■■■■■■■: i o S.C.T.M.#1000-I2I-2-2 - ,---; _ !' � �� -I _ - _ '. I ' -� _ � - ._-'' � • � ! ♦ , ■ III 1 1 LA! REVISIONS ■ j mr r;rrri•v - 325 S.F. ■ 1- -- I : 22 ■ rr arrr: dililLillilia C�nmmentt -- 15 - ■ ,_ _ � I ■ I I 1 I I O 4-2-I9 Revised as per Bldg. Dept. ASSEMBLY ■ UNCONCENTRATED ■ ♦♦ ♦• ( ■ _ EXIT EQUIPMENT SCHEDULE ..... .....5.........1■■....... «...... .........■..........�......■�ae..... 35 ..........■..� ( 1 0 _� -,_ ♦ III 1;1„1 1,�' 1 O SYMBOL DESCRIPTION J ■ . 1 : ■ ■ 1 I ■ ■ ■ III I, O EXIT EXIT EMERGENCY LIGHT COMBINATION. ARROW DENOTES DIRECTION _ FE ■ -2> - - - -- - --a - - - ■ ;I a 1 EXIT EMERGENCY LIGHT PACK ■ - ,rrr ■ nN I EXIT B ■ ■ TR .SH ■ ■ I I l , EXIT EMERGENCY EXIT LIGHT. ARROW DENOTES DIRECTION B —_ Iso I �,—__ >-�__-� ♦♦�•♦ � - ��- I ---1 ,- - I i : I,I:" - i l ALL EMERGENCE EXIT SIGNS, LIGHT PACKS, AND COMBINATION PACKS TO F J 44 BE LED AND BATTERY BACK-UP CAPABLE ■ -- ■ O__ _ I I, ■ I � i -� ■ � I ilii iili'lil' ■ Y0 III 6 0 ■ I J■■■■■■■■■■■■! ■ I ■ � ■ -- 1-i---- ■ I II ■ ;;" O - - ■ ■ O EGRESS LEGEND -ALLOWABLE AMOUNT OF OCCUPANTS PER EGRESS DOOR SIZE Runs �■w■■o■�■■■■■■ DINING ROOM 1,847 S.F_124 i, \ EXIT ♦� 65 RESTAURANT SEATS 15 _ i' ■ SEAL a'r,;: RI ACTUAL CALCULATED # OF OCCUPANTS - - ASSEMBLY - ♦:♦ 11,.:= i'III''I''I ■ MAX ALLOWABLE # OF OCCUPANTS PER DOOR (UNCONCENTRATED) ♦ ' ♦ jl : Ir -MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT 1 -__1_.-i4Z R X S.F. _X ROOM S.F. # : (l TR sH OCCUPANT LOAD FACTOR OCCUPANTS - - -- - - - - - - - - - - ■ il?? l■TI --- -- — FUNCTION OF SPACE ■ J ' - s (SUB FUNCTION) ��- - -' -- -� ■ : - --- -- -- ■ III �' I ■ -NUMBER OF OCCUPANTS ON EGRESS PATH __ - ■ o, ■ to ■ II • ■ I I ; � '�'9� 9 O� / i■■■■e■.■■■■� ■■■■■■■■■ 35 ■■■■■■■■■ ■ _ -EGRESS PATH tDIRECTION / i ■ �♦♦ ! ■ = I ■ \ / ♦ I ■ == - - - -- ;--- -_ (il ^ ; 01: T4 M ■ - ■ \ ■ \� Copyright 20I I.STROMSKI architecture, a All rights I I I I ■ �\ II �`- P• • g •♦ ® `�` ■ ((` I' I ■ I reserved.The Architect reserves the right to reproduce this _ ■TRAVEL ■ „ I ■ / \ design in its entirety or any portion thereof Unauthorized (200'MAX DISTANCE BY DE ASSEMBLYY USE W/O SPRINKLER) I ■ \ /— — \ I I State Edu non Law.Thalteration of these ee draw'ints is a 'gs and specifction of the a iion arreew k pr,ri v,rr r, an instrument of service and are the roe of the Architect. ■ ■ I'. iSIiS iliSaali ■ I property ■ 7 - - - T� ■ _ rrri iv;ri r, r _ — These drawings and specifications are not to be used on any m MM Mm t) no No ■ - ■ iali;i ia''''''' • I 1 other project,except by written permission of the Architect. IIlly - - - VIII ■ j ■ : V I PROJECT NO. I8-AR020 ■ I11� III SCALE AS SHOWN DATE 2/5/20I9 • 11 7■ 35 ■■I�.■■■■■■■ • ■■ n■■■■■■■■r III DRAWN BY CLD CHECKED BY RS I ♦♦ �\\� � 1111- - - - -III ♦ . �■■■■■■■■■■■e■■■■■ e i II I� — — — -I TITLE -- -- -- FE - -- « EXIT - . -- - -- -- - - --- --- -- -- - — - -- -- -- - -- --- EXIT C 55 First Floor 180 i I I I I I E ress Plan I � g FIRST FLOOR EGRESS PLAN Sale: v4" 1'-0" 1. SHEET A - 6 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE4 RAFTER TO RAFTER CONNECTION I � �M ISI architecture, p.c. P.O.BOX 1254 JAMESPORT,NY I1947 PHONE(63 1)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR N SIZES AND SPACING LU RIDGE. SEE PLAN FOR 51ZE5 LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR a SIZES AND SPACING SIZES N CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAF ETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# -- ---- H2.5/H5 (585 LBS UPLIFT) I _ _ _ h h h TOP OF PLATES TOP OF PLATE r< - RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTIONL A.' ', EILING JOIST. SEE PLANS FOR SIZES AND SPACING Existing Floor Plans: 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP The HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Roadhouse IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.35 ON SHEET RT20 (REF H7) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) Resturant SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES t TYPE MATERIAL NOTES FOR MODEL C SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE MATERIAL NOTES FOR 517ES FOR OPENINGS LESS THAN AND SPACING 4'-0" USE SINGLE JACK AND FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 9095 Sound Ave. MODEL# LTW12 (REF #LTS 12) Mattituck, NY 11952 (735 LBS UPLIFT) MAY ALSO 'U5P' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.##1000-12 1-2-2 JOIST CONNECTOR (UPLIFT 990 LB5) MAY ALSO BE USED As A STUD TO REVISIONS 'AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES 4-2-I9 Revised as er Bldg. De t FOR SIZES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. I /� 1' g 1' 1.�mmPntS A 5/8 DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER AND LOWER CONNECTORS. PROVIDE O FOR STUDS THAT ARE BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) O O TOP OF SUBFLOOR�h_ STOP OF SUB FLOOR _ _ _ O STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOXBEAM OR RIM JOIST. O II SEE PLAN FOR DETAILS II 'USP' STRUCTURAL STRAP O 'USP' STRUCTURAL STRAP MODEL# L TA30 FOR 8" TO O MODEL# LSTA30 FOR 8' TO 10" Jolar uSE'LSTA36 FOR 10" JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN 12" JOIST. (EACH STUD) 3.3B ON SHEET W-1 FOR LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.35 ON NAILING SCHEDULE) [-E7 O INTERVALS SHEET W-I FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR SIZES HEADER. SEE PLAN FOR O Y t s1zEs j ADDITIONASL 'USP' STRUCTURAL OO STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" OR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND O EXTERIOR WALL STUD. SEE MATERIAL--,,""","",, GREATER THAN 4'-0" ROUGH OPENING FULL HEIGHT STUD AT EACH END. O NOTES FOR SIZES AND SPACING ADDITIONAL 'USP' STRUCTURAL STRAP O MODEL# L5TAI8 FOR 8" TO 10" J015T 'USP' STRUCTURAL STRAP USE LSTA24 FOR 12" JOIST FOR SIAL MODEL# LTW12 (REF #LTS 12) OPENINGS GREATER THAN 4-0' (735 L135 UPLIFT) MAY AL50 BE USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) �FtED q 'AD55' USP CONNECTOR WITH (2) 3/4" CARRIDGE BOLTS FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAMETER THREADED ROD AND FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION OFA AS SHOWN. FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM Copyright 201I.STROMSKI architecture, e.All rights JOIST reserved .The Architect reserves the right to reproduce this TOP OF SUBFLOORS TOP OF SUB FLOOR design in its en[ireiy or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violarion of the New or 1 I State Education Law.These drawings and specifications are i an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any MODEL# 14PAHD22 (4760 other project,except by written permission of the Architect. LBS LBS UPLIFT (4760 LB5 UPLIFT) MAY ALSO BE UPLIFT) USED AS A CORNER HOLD PROJECT NO. 18-AR020 I DOWN SEE FOUNDATION I I I I I I �. I I FLOOR DIAPHRAGM BRACING WITHIN 1 " I GRADE PLAN FOR LOCATION 1 I =---=IL____ �__________----��____ _ ________��_= SCALE As Noted DATE 2/5/2019 LAST TWO BAYS OF FRAMING AT 4'-0' ,J II II II INTERVALS I I C'J NJ NJ DRAWN BY WP I CHECKED BY RS d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8' ANCHOR BOLT WITH 3" SQUARE GRADE MODEL# LSTA18 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' FOR 8" TO 10' JOIST USE LSTA24 FOR RE13AR MATERIAL NOTES FOR SIZES (q80 LBS UPLIFT) FOR 12" JOIST. #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 33..3B ON SCHEDULE)SHEET W-1 FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE FOUNDATION PLAN FOR SIZES. Z, 'USP' STRUCTURAL CONNECTOR MODEL# Section & MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation 5/8" ANCHOR BOLT WITH 3' SQUARE BEARING PLATE - � a WASHERS EVERY 36" a SHEET W - 1 I TYPICAL HALL SECTION scale: 3/4" = I'-0" 2 TYPICAL WALL ELEVATION Scale: 3/.4" = I'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL 3 I TABLE 8301 .2.1 .2 TABLE 3.4 TABLE 3.6 TABLE 3.1 NAILING SCHEDULE FASTEST MILE RIDGE CONNECTION REQUIREMENTS 700-YR. IND SPEED(MPH) � r---� WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WIND5PEED (130 MPH) , � j JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A'B'`'D REQUIREMENTS EXPOSURE fxPosuRE FOR WIND (DL ASSUMPTIONS: 10 PSE) 130 jj COMMON NAILS BOX NAILS "B" "�" architecture, p.c. FASTNER SPACING NUMBER�EAC44 END ROOF PITCH ROOF SPAN REQUIRED cAP(PLF)o�IDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) " :z (FT) �� PLF 1 1/A x 20 GAGE STRAP P.O.BOX I254 JAMESPORT,NY 11947 ROOF FRAM I NG PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE(631)779-2832 FAX(631)779-2833 FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO b FOOT EQUAL TO 8 FOOT 12 I 2 3:12 16 182 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3AA SEE TABLE 3.4A PER JOIST 16 1 2 20 227 WOOD SCREWS 20 2 2 24 272 CEILING .JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 48 " Ib" 10" 8" 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP W/ 2 EMBEDMENT 28 2 3 32 363 WOOD SCREWS DOLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 " I6" 12" 9" 32 2 3 3(, 40q 36 2 3 BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-IOD EACH END W/ 2 EMBEDMENT 12 113 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-I6D EACH END Y" LAG SCREW ANCHOR " " " 20 188 4:12 16 150 WALL FRAMING W/ z" EMBEDMENT I6 Ib I6 24 226 263 FOR 51: 1 inch= 25.4mm, I foot=304.8mm, I pound=4.448 N 12 2 2 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-I6D PER FOOT I mile per hour=0.447 m/s I6 2 3 36 338 A. THE TABLE 15 BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I6D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. 28 2 4 5:12 16 118 B. FASTNER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) IGD I6D 16' O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LE55 THEN I" FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR JOIST BANIDJOI5T ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D"2 2-16D"2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 ' ' OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LE55 THAN 2.5" 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 12 81 ExistinFloor Plans: FLOOR FRAMING I6 2 4 6:12 16 108 9 D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 20 135 VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-101) PER JOIST 11500 LBS. 28 188 BRIDGING TO J015T (TOE-NAILED) 2-8D 2-101) EACH END 28 3 5 32 3 b 32 215 The BLOCKING TO J015T (TOE-NAILED) 2-81) 2-101) EACH END 36 4 G 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-16D EACH BLOCK 12 76 Roadhouse LEDGER STRIP TO BEAM (FACE-NAILED) 3-161) 4-16D EACH JOIST , 7:12-12:12 16 102 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I01) PER JOIST PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 24 153 BAND JOIST TO JOIST (END-NAILED) 3-16D 4-I6D PER JOIST TABLE 3 qA 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178 Resturant 9psf (0.60x15 psf=q p5f)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D 3-I6D PER FOOT RAFTER/CEILING JOIST HEEL JOINTROOF LIVE LOAD GROUND SNOW LOAD CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SPAN (FT) e FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10) 12 24 1 36 MINIMUM ASTM A653 GRADE 33 STEEL STRAP. 12 24 36 , 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO RAFTER SLOPE RAFTER SPACING (IN.) RFAUM NUMBER OF WD COT1 N OR 40D 5X wins PBZ NES TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x IO PSF = 6PSF) I"x6" OR I"x8" 2-8D 2-I0D PER SUPPORT JaNT CONa+601,1 ^` OVERHANG LENGTH AND THE JACK SPAN. NECTION I"x10" OR WIDER 3-8D 3-IOD PER SUPPORT SPACING, FOR DIFFERENTBULATED RIDGECONNION ECTIJON SPACINTS ARE G, MULED TIPLY THE TABULATEDVALUESVALUES BY 12 3 5 8 3 6 9 EXPOSURE "B" - STANDARD RURAL AND SUBURBAN LOCATIONS , , CEILING SHEATHING 3=12 16 4 7 l0 4 8 12 " " THE APPROPRIATE MULTIPLIER BELOW: 9095 Sound Ave. w.2 4 8 12 5 Io 14 EXPOSURE C - ANY LOCATION WITHIN I MILE OF COAST LINE 24 5 Io 15 6 12 18 RIDGE CONNECTION SPACING IN. 12 1 16 1 19.2 24 15 4- Mattituck, GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD " MULTIPLIER 1.00 1.33 1.60 2.00 4.00 NY 11952 4'12 WALL SHEATHING 16 3 5 8 3 6 q FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#I000-I2I-2-2 Iq.2 3 6 q 4 7 II LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN, 24 4 8 1 n 5 1 4 6 (SEE TABLE 3.11) REVISIONS STRUCTURAL PANELS 8D IOD 12 3 3 5 3 q 6 FIBERBOARD PANELS 5t12 16 3 4 6 3 5 7 1 4-2-I9 Revised as per Bldg. Dept. " 11 GA. GAL. ROOFING NAIL _ " " Iq.2 3 5 7 3 6 q O_C�c�.nts 1/2 (0.120"xl-I/2"LONGx7/I6"HEAD) 3 EDGE/ b FIELD 24 3 6 q 4 7 11 " 11 GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A O 25!32 (0.120"xI-3/4"LONGx3/8"HEAD) - 3" EDGE/ 6" FIELD 7:12 16 3 3 5 3 4 5 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD Iq.2 3 4 5 3 4 6 O HARDBOARD 8D 8p 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND 0 PARTICLEBOARD PANELS 8D 8D (SEE MSEE ANUFACTURER ( ) ib 3 3 � 3 3 � LATERAL AND SHEAR CONNECTION SPEED (MPH) q.12 O DIAGONAL BOARD SHEATHING Iq.2 3 3 4 3 4 5 O I"x6" OR I"x8" 2-SD 2-8D PER SUPPORT 24 3 4 5 3� 4 6 REQUIREMENTS 120 130 140 I"x10" OR WIDER 3-81) 3-61) PER SUPPORT 12:12 16 3 3 3 3 3 3lq. NUMBER OF 8D CANNON NAILS OR IOD EIOI(NAILS(TOE-NAILED) O FLOOR SHEATHING 24 3 3 3 3 3 4 n 24 3 3 4 3 3 5 RAFTER/CEILING JOIST WALL HEIGHT (FT.) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP O SPACING (IN.) PLATE CONNECTION 1,2,3,4 STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WALL, 8 2 2 3 O I" OR LESS 8D IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 10 2 2 3 GREATER THAN N IOD I6D b" EDGE/ 12" FIELD O WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE P-C'OCED DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O I"xG" OR I"x8" 2-8D 2-IOD PER SUPPORT . EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING O I"x10" OR WIDER 3-8D 3-IOD PER SUPPORT ASSEMBLY TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5 O ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING J015TS OR RAFTER TIES ARE LOCATED HIGHER 10 3 4 5 REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE, NO ATTIC STORAGE 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION i MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O CEILING HEIGHT / TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR ' WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. I/2 2.00 =WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O 1/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O 1/4 1.33 1/5 1.25 1/6 1.20 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH 51DE OF RAFTER OR O IAO 1.11CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' TOP PLATE TO ADJUSTMENT FACTOR SEAL RIDGE HEIGHT (FT) 10' 1.00 1.00 GIRDER1.25 SEE PLANS FOR 20' 1.140 1.50 QED Ro SIZES t TYPE i O �p0 �s �C,k MODEL# PB544 (REF# AC4) ENDNALL (UPLIFT 1815 LBS), MODEL# 916 �O PB566 (REF# AC6) (UPLIFT 1815 4F LBS) SEE PLAN FOR SIZES. 4X4 ACQ POST, 6X6 ACQPOST. SEE PLAN FOR A Co ht 2011.STROMSKI architecture, c.All rights 7-r_"------ 1/2" SPACING A reserved.The Architect reserves the right to reproduce this ALLOWS HOLDDOWN i SIZES f TYPE design in its entirety or any portion thereof.Unauthorized INSTALLATION ENDWALL alteration of these documents is a violation of the New York BLOCKING State Education Law.These drawings and specifications are MODEL# PA44 REF# an instrument of service and are thefi�1' Pro of the Architect. MODEL# PA66E These drawings and specifications are not to be used on any AB44 , , (REF# A66E) SEE PLAN CORNER STUD CONNECTED other project,except by written permission of the Architect. FOR SIZES. TO TRANSFER SHEAR PROJECT NO. I8-AR020 'AD'S' USP CONNECTOR WITH 5/8" DIAMETER ANCHOR BOLT SCALE As Noted DATE 2/5/2019 � 11 1 GRADE AND (2) 3/4" CARRIDGE ® B�TM II DRAWN BY WP CHECKED BY RS N� PLALN FOR SEE 2-I6D COMMON NAILS AT FRAMING 6" O.G. a 5/8" DIA. ANCHOR BOLT TITLE WITH 10" MINIMUM EMBEDDED LENGTH INTO CONCRETE ° JaSTs Tables, Schedules and Diagrams n BLOCKING AT V-0 ° INTERVALS SECTION A-A SHEET " _ ,_ " CORNER HOLD-DOWN : " _ " 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" _ -0" W - 2 TYPICAL POST SECTION sale. 3/4 - 1 0 2 sale 3/4 1 0 FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS