Loading...
HomeMy WebLinkAbout39644-Z ao�cPfQl,��dG Town of Southold 11/18/2015 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37905 Date: 11/18/2015 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 74825 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 45 -4-83 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2015 pursuant to which Building Permit No. 39644 dated 4/3/2015 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 interior alterations to an existing commercial building as applied for f" The certificate is issued to 74825 Main Road LLC of the aforesaid building SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40036 11/2/2015 PLUMBERS CERTIFICATION DATED 11/17/2015 Brett Ke A raze Signat e TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE a • 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# 39644 Date 4/3/2015 Permission is hereby granted to 74825 Main Road LLC PO BOX 1675 Southold, NY 11971 To construct Interior Alterations to an existing commercial building as applied for At premises located at 74825 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 45.-4-8.3 Pursuant to application dated 2/25/2015 and approved by the Building Inspector To expire on 10/2/2016. Fees CO -COMMERCIAL $5000 COMMERCIAL ADDITION/ALTERATION $1,50080 Total $1,55080 Building Inspector a 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 budding, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the budding 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 budding$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$15 00 Date CMZ- ZS-- New Construction Old or Pre-existing Building (check one) Location of Property 7L13Z5- Mxjtj L (ZES S,J t-M * Z House No Street Hamlet Owner or Owners of Property X14$ZS N,-1 1,4 (e% LLL -7it:� ` k KF_NkL. c 2A qA 09 f_1A Suffolk County Tax Map No 1000, Section 45 Block CM Lot �,3 Subdivision Filed Map Lot Permit No Date of Permit Applicant -Bkp—,7 Q Health Dept Approval Underwriters Approval Planning Board Approval / Request for Temporary Certificate Final Certificate V (check one) Fee Submitted $ Ap scant S nature pF SI?�/lyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box 1179 • iQ roger richert(CD-town Southold ny us Southold,NY 11971-0959 oUMI`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To 74825 LLC Address 74825 Route 25 City Greenport St New York Zip 11944 Budding Permit# 40036 Section 45 Block 4 Lot 83 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA Paul Burns Electric License No 3897-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 115 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GFCI Recpt 20 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO Detectors 3 Sub Panel 4 A/C Blower 1 Range Recpt 2-40) Fluorescent Fixture 61 Pumps Transformer Appliances 2-1) Dryer Recpt 2-30 Emergency Fixtures 18 Time Clocks Disconnect Lj Switches 43 Twist Lock Exit Fixtures 1 TVSS Other Equipment 4- Exhaust Fans, 6- Combination "Exit/Emergency" Fixtures Notes Inspector Signature Date November 2, 2015 Electrical 81 Compliance Form As *0 SOLI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P 0 Box 1179 Southold,NY 11971-0959 OnUNII, BUILDING DEPARTMENT TOWN OF SOUTHOLD LNOV 1 7 2015 CERTIFICATION BLDG DEPT ove of Date Building Permit No 3qbqq Owner M 41&s, �r q(2 1 Poli (Please print) Plumber �c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead (Aumbers Signature) Sworn to before me this day of 20 Notary Public, County _. OF SOUT�,o! � o cOUNi`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION, 2ND [ ] INS TION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: cy z L DATE / -5' INSPECTOR DEERKOSKI,ARM& KEHL PO Box 1675 Southold,NY 11971 03-31-15 Reference 74825 Main Road.LLC.Plans#978-2015 Attention Southold Town Building Department To Whom It May Concern The wall construction for the 2hr fire barrier on the above noted plans will be installed as per UL Design No. 301 This design is to be used throughout the construction area where the business area is to be separated from the residential area, as well as the common hall exit from the apartments and the office space on the second floor to the exterior exit door as per the Building Code of New York State in ely, pF NEW Y N DEER os �, f• l w James Dee ki Fo 07 AR E S, NP Deerkoski, Arm&Kehl PO. Box 1675 Southold,NY. 11971 August 17, 2015 Reference 74825 Main Road, Greenport,NY 11944 Building Permit#39644 To Town of Southold Building Department Reference the following inspection Rough framing, Fire Blocking, Fire Caulking and Plumbing inspections of all waste Imes and pressurized water lines at the above address The above inspections all comply with all NYS Codes nc ly SOV NEW r0 James Deerkoski Pn+`t {'; w 0 S� Deerkoski, Arm&Kehl PO Box 1675 Southold,NY 11971 August 20, 2015 Reference. 74825 Main Road, Greenport,NY 11944 Building Permit#39644 To- Town of Southold Building Department Reference the following inspection: Insulation inspection was performed on the building being renovated under the above building permit No inspection was necessary due to all exterior wall and ceilings remained intact and the only new insulation provide was sound-deadening insulation between rooms The above inspection complies with all NYS. Codes inc ly OF NFtj, O��r LP ri 1� w James Deerkoski P OA�oF 7 FSSIO �' Deerkoslu, Arm&Kehl PO Box 1675 Southold,NY 11971 September 21,2015 Reference 74825 Main Road, Greenport,NY 11944 Building Permit#39644 To Town of Southold Building Department Reference the following inspection- Sheetrock/Fire separation The inspection of all sheetrock installation and fire separations on the building noted above was made to insure installation was in compliance with NYS Code The above inspection complies with all NYS Codes Scer F NEtV DE , 0 James Deerkoski PEUi w ��FESS1® C. FIELD INSPECTION IMPORT DATE COMMENTS FOUNDATION(1ST) -� wwo.wwgwwwwTwwgwwwnwaowTwpw�ww6wwYwY VI FOUNDATION(2ND) � z �o rr�� " l y ROUGH FRAMINQ& y PLUTYMING INSULATION PEA N.Y. H STATE ENERGY CODE 1 e A Ca FINAL �o rn d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.�tL`� Check Septic Form NYSDEC Trustees �U n � C O Application Flood Permit Examined ,20 1f� Single&Separate FED 2 5 2015 Storm-Water Assessment Form Contact r7qi;Z mA i iq Rp t_"-L. Approved 20 bi Mail to t--SJ VSw— BLDG DEPT Disapproved a/c iOWN OF SOUTHOLD O wow 16 75, 5dsTH,�tA `N`I l(c{71 Phone (y3l- W3%-90by Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 0 2-- Z 5- , 20 I�� INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months Thereafter, a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections 8 (Signature a scant or name,if a corporation) SoJ i Noce 1 N of. i F('71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t7 J$2S IvAt 1 Q6 t-L-(— (As on the tax roll or latest deed) If applicantrporation, signature of duly authorized officer Qi coPa A-%"r-� (N e and title of corporate officer) Builders License No Nk A.'I— Plumbers License No 'i`�p%S Electricians License No Ta ,viE- Other Trade's License No 1 Location of land on which proposed work will be done 7kt�2.S il/Wlt k P—ts fPe>`T . N`(, House Number Street Hamlet County Tax Map No 1000 Section ��P Block" " Ot=1'"' -i Lot Subdivision Filed Map No Lot lit i A u- woo- -12.q k tsy 2F®2 c�i F_� I S r i o-r 2�ol� �z - t v ail Iry c� ®F- S�Pjc 1p-- I NT-o SSP F W,3fc lL S_ 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction a Existing use and occupancy MFF t�i Cca` I�,!a S tiFES-S b Intended use and occupancy P'A D C!,�.- Pav is t.J>r-s S 3 Nature of work(check which applicable) New Building Addition Alteration X Repair Removal Demolition Other Work X (Description) 4 Estimated Cost �D, �at7� Fee (To be paid on filing this application) 5 If dwelling, number of dwelling units NA- Number of dy,�e�ling units on each floor I°�IA If garage, number of cars KA . � 1 ` ' 7S2S a 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use x 7 Dimensions of existing structures, if any Front L/ G,° Rear �'S o (o'% Depth qo i Height 32°-"7 °/Ib Number of Stories 1 Z_ Dimensions of same structure with alterations or ad (tions Front qv-6®` Rear Depth qV° Height 32- - 7 `A6 Number of Stories 1& 8 Dimensions of entire new construction Front N ft Rear r-j r� Depth N A Height R Number of Stories NA 9 Size of lot Front 25y (0S Rear Z(05 q C) Depth 2-7q, gS' 10 Date of Purchase 0-5- Name of Former Owner 11 Zone or use district in which premises are situated 12 Does proposed construction violate any zoning law, ordinance or regulation9 YES NO �( 13 Will lot be re-graded9 YES NO A Will excess fill be removed from premises9 YES NO 3C 74$2s MA«c Q u. ezo 14 Names of Owner of premises (ZoA4 LLQ Address Sa rS uut\ N Y Phone No (n39 �-!f 3 -�10� Name of Architect UAV- Assoc. LLC— Address `L '` Phone No Name of Contractor - Address Phone No 15 a Is this property within 100 feet of a tidal wetland or a freshwater wetland9 *YES_XNO * IF YES, SOUTHOLD TOWN TRUSTEES &D E C PERMITS MAY BE REQUIRED b Is this property within 300 feet of a tidal wetland9 * 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 property9 * YES X NO c)F( F( LF— * IF YES, PROVIDE A COPY STATE OF NEW YORK) SS COUNTY OF S,FFatAL ) �. kkL— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6W i JF=-(Z (Contractor,Agent,Corporate Officer, etc) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me this )5'i�a day of r u ar 201 �)U-84e A R.A.CEY I YER ell Notary P 140TARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO OIDW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.�j Scott A. Russell S`7C'01KIM[WA,']F1EIR, SUPERVISOR I�v][A\1�A\(G�]EI��[]E1�'7C' SOUTHOLD TOWN HALL-P O-Box 1179 p 4� 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� �a- Town of So u th o l d CHAPTER 236 - STORIAWATER NIANAOEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) IDES THIS PROJECT INVOLVE ANY OF THE F'OLLOwIN& Yes NO (C}IECK ALL THAT APPLY) t El[0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El , te�p�, �lp�r�ltic�� , pe wha�cl��xc�ed 10 feet verCical rise to T 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I [1p E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. - ❑M--F:Installation of new or resurfaced-impervious-surfaces-of-1;000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes j in-kind replacement of impervious surfaces. _ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control PIan and a completed Check List Form to the Building Department with your Building Permit Application S C T M x 1000 Date- APPLICANT (Propert Owner Design Professional Agent Contractor Other) g _ District NAME �QF\� I, ICS HL (')L- _� '5 Section Block Lot FOR BUiLDINCA DE=PAP-rNILNT L',E ONLY " Contact Information Reviewed By _- — Propelty Address / Location of ConstructionWork _ rlporoved for proce,a rp Bu )ding Permit l K(_ oppb -- -- Storrs uatPr i)tt,aget7ir nE Co-,trot Pint,No, RL-tvred Cot tio! Pl;r r�Require, - C AI' �9+- �QS) (=o v�,rd io Eng�aecr n; ;DLAr mcrt "o-Rr�vtrr>>; 1 Oki1) - WC)'- 40: VIA 11fl `i Sig F014- Town Hall Annex �Z• Telephone(631-1802 54375 Main Roado Fax(631)734-9502 P O Box 1179 C.0 x Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date. 0 Z-2.5— 18_ Owner 7L(8Z5_ MA I Il ZN Lt-Cs Location of Property 7`fl;-Z,5 _Q Please take notice that the (check applicable line). New residential structure Addition to existing residential structure V Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) -, Timber construction (TC) in the following location(s) (check applicable line) Floor framing, Including girders and beams (F) Roof framing (R) Floor and` roof framing (FR) `-� Signature, / Name (person submitting this form) Capacity (check applicable line) Owner Owner representative TrussResReg15 docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS)#187 - TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE - 2" MIN. REFLECTIVE WHITE 1,. 4 112" STROKE -- --- ------- -DESIGNA- tON-FbR-STRUCTtJRAL - - - - - -`-- - -- - -- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENflFICATION SIGN C0MPUANCE WITH 19 NYCRR PART 12654al c NXTOSME CODES DIVISION DVVP LE TRUSS SS IDENTIRC MON SIGN DtE:0h /080M NEW YORK STATE DEPARTMENT OL E '�. - DIVISION OF CODE ENFORCEMENT ti ti �- r'��- AND ADMINISTRATION OEPkRj}dENt❑F,"5TAjn 1�C)D - - -g, �� TOWN OF SOUTHOLD PROPERTY RECORD CARD % OWNER STREET ,Z 5 VILLAGE DIST SUB LOT -79945 �, U ACR REMAR S Ig 62;�, � TYPE OF BLD 1 I Z� 0.5 ' 1"739/(-) 7(),3 -N In" �;� 1 v, l'c� 6 li4 a 75-0,-0,r� ,, PROP CLASS loilo 31,101 r LAND IMP TOTAL DATE la j 6C-, Coosfw t tir.nt< (rj(m ;- 778 ire►n ( J co i ol rt)n Z - �'` --"q k9l Office LLU I ���� w�qf-0JAMEA2 SA el xm Z rulon Z a,�m 3 6P33s4o ►Irc�r �-FftiQ�s—_s - # a .�r�(� � i I I a3 107 93 P 33.74 1 t odcor c6l S cu te.. d3 3- (vP 38 I") - -a./ Z :s ,, cam-c 91113 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL mumWoMmm �w • wwmMENEM www Ell M MONO mom w ENZISIM Ira No ■MEMO mom MEN MEN ME _+f i !._ ��■ ��rill- ©r ice MEN I �� `. „+ _ ■A■..2.■■■■■�O■.■■.■■■■mom ■IS ■■■ MEN mom No MEMO ONMEN mom IN MMmMMMMMMlm ■■■■■■■m MONO -M 0-moom ON■ ■ ■ .■■■ ■■■■.■■■■■NONE ■■.■■■■■■■.■■■■■. ■■■■■■MOMMEM■■�■■■■■■■■■N ONO ■■ • Baths • • ••• • • • i M *pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 PO Box 1179 �r Southold,NY 11971-0959 cOUNTY,� November 10, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD 74825 Main Rd LLC PO Box 1675 Southold NY 11971 Re 74825 Rt 25, Cutchogue TO WHOM IT MAY CONCERN The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy Application for Certificate of Occupancy (Enclosed) Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval V/ Plumbers Solder Certificate (All permits involving plumbing after 411184) Trustees Certificate of Compliance (Town Trustees#765-1892) Final Planning Board Approval (Planning#765-1938) Final Fire Inspection from Fire Marshall 3 V Final Landmark Preservation approval Final inspection by Building Dept Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39644— Interior Alterations SOUTHOLD TOWN FIRE MARSHALL -- NOTES & COMMENT -- BUSINESS/JOB AM S/B/L DATE Date Notes &Comment ekt-f j 7,Ax PO e7- P1 F-77, -6- -ds �� l c�� � - rte, , FIRENOTES docx uL ONLINE CERTIFICATIONS DIRECTORY Design No. U301 BXUV.U301 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products,equipment,system, devices,and materials • Authorities Having Jurisdiction should be consulted before construction • Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements The published information cannot always address every construction nuance encountered in the field • When field issues arise,It is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies The Guide Information includes specifics concerning alternate materials and alternate methods of construction • Only products which bear UL's Mark are considered Certified BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings-ANSI/UL 263 See General Information for Fire Resistance Ratings-CAN/ULC-5101 Certified for Canada Design No. U301 December 18, 2014 Bearing Wall Rating—2 HR Finish Rating—66 Min This design was evaluated using a load design method other than the Limit States Design Method(e g,Working Stress Design Method) For jurisdictions employing the Lima States Design Method,such as Canada,a load restriction factor shall be used— See Guide BXUV or BXUV7 *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada),respectively. .- --�-- 16" 0.C. 1pd 10 16 0.0. 3 003 @ l 2 x 4}S f ire5topped 1 Nadheads—Exposed or covered with Joint compound 2 Joints—Exposed Joints covered with Joint compound and paper tape Joint compound and paper tape may be omitted when square edge boards are used As an alternate, nom 3/32 In thick gypsum veneer plaster may be applied hffp Hdatabase ul com/cgi-bin/XYV/template/LISEXT/lFRAME/showpage 1073741824&version=versionless&parent_id=1073984818&sequence=l 3/31/15,12 54 PM Page 1 of 6 to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape 3 Nails-6d cement coated nails 1-7/8 in long,0 0915 In shank dram, 1/4 in dram heads,and 8d cement coated nails 2-3/8 in long,0 113 in shank dram,9/32 in diam heads 4 Gypsum Board* -5/8 In thick,two layers applied either horizontally or vertically Inner layer attached to studs with the 1-7/8 in nails spaced 6 in OC Outer layer attached to studs over inner layer with the 2-3/8 in long nails spaced 8 In OC Vertical joints located over studs All joints in face layers staggered with joints in base layers Joints of each base layer offset with joints of base layer on opposite side When used in widths other than 48 in,gypsum board to be installed horizontally When Steel Framing Members* (Item 6 or 6A)are used, base layer attached to furring channels with 1 in long Type S bugle-head steel screws spaced max 24 in OC, face layer attached with 1-5/8 in long Type S bugle-head steel screws spaced max 12 in OC ACADIA DRYWALL SUPPLIES LTD-Type X,5/8 Type X, Moisture Resistant Type X.Gypsum Sheathing Type X, Mold &Mildew Resistant Type X and Mold&Mildew Resistant AR Type X, ,Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO-Types AGX-1,M-Glass,AG-C,AGX-11 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO-Type DBX-1 CERTAINTEED GYPSUM INC-Types 1, FRPC, EGRG,GlasRoc,Type C or Type X CGC INC-Types AR,C,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX,ULX,WRC,WRX CONTINENTAL BUILDING PRODUCTS OPERATING CO,L L C-Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX GEORGIA-PACIFIC GYPSUM L L C-Types 5,6,9,C,DAP, DD, DA, DAPC, DGG, DS,GPFS6 LS,TG-C,Type X, Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X,Soffit-Type X,GreenGlass Type X,Type LWX, Veneer Plaster Base-Type LWX,Water Rated-Type LWX,Sheathing Type-LWX,Soffit-Type LWX,Type DGLW,Water Rated-Type DGLW,Sheathing Type- DGLW,Soffit-Type DGLW,Type LW2X,Veneer Plaster Base-Type LW2X,Water Rated-Type LW2X,Sheathing-Type LW2X,Soffit-Type LW2X,Type DGL2W,Water Rated-Type DGL2W,Sheathing- Type DGL2W NATIONAL GYPSUM CO-Types eXP-C, FSK, FSK-C,FSK-G, FSW,FSW-3, FSW-5, FSW-6,FSW-8,FSW-C, FSW-G, FSMR-C, FSL PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM -Types C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG- SWS, PG-9,PG-11, PG-C or PGS-WRS PANEL REY S A-Types PRC, PRX, RHX, MDX, ETX,GREX SIAM GYPSUM INDUSTRY(SARABURI)CO LTD-Type EX-1 THAI GYPSUM PRODUCTS PCL-Type C or Type X UNITED STATES GYPSUM CO-Types AR,C, FRX-G,IP-AR,IP-X1,IP-X2,IPC-AR,SCX, SHX,ULX, USGX,WRC,WRX USG MEXICO S A DE C V-Types AR,C,IP-AR,IP-X1,IP-X2,IPC-AR,SCX,SHX,ULX,WRC,WRX hffp//database ui com/cgi-bin/XYV/template/LISEXT/lFRAME/showpage 1073741824&version=versioniess&parent_id=1073984818&sequence=1 3/31/15 12 54 PM Page 2 of 6 e 4A Gypsum Board* —(As an alternate to Item 4)—Nom 3/4 in thick,installed as described in Item 4 CGC INC—Types AR,IP-AR UNITED STATES GYPSUM CO—Types AR,IP-AR USG MEXICO S A DE C V—Types AR,IP-AR 4B Gypsum Board*—(As an alternate to Items 4 and 4A)-5/8 in thick,2 ft wide,tongue and groove edge,applied horizontally as the outer layer to one side of the assembly Secured as described in Item 4 Joint covering (Item 2) not required CGC INC—Type SHX UNITED STATES GYPSUM CO—Type SHX USG MEXICO S A DE C V—Type SHX 4C Gypsum Board*—(As an alternate to Items 4,4A or 4B—Not shown) For Direct Application to Studs Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer Nom 5/8 in thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically Vertical Joints centered over studs and staggered min 1 stud cavity on opposite sides of studs Wallboard secured to studs with 1-5/8 in long Type W coarse thread gypsum panel steel screws spaced 8 in OC at perimeter and in the field when applied as the base layer When applied as the face layer screw length to be increased to 2-1/2 in Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations Lead batten strips, min 1-1/2 in wide, max 10 ft long with a max thickness of 0 125 in placed on the face of studs and attached to the stud with two 1 in long Type 5-12 pan head steel screws,F4J one at the top of the strip and one at the bottom of the strip Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations Max 3/4 in diam by max 0 125 in thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in by 1-1/4 in by max 0 125 in thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws Lead batten strips to have a purity of 99 9% meeting the Federal specification QQ-L-201f, Grade"C" Fasteners for face layer gypsum panels(Items 4,4A or 413)when installed over lead backed board to be min 2-1/2 in Type 5-12 bugle head steel screws spaced as described in Item 4 RAY-BAR ENGINEERING CORP—Type RB-LBG 4D Gypsum Board*—As an Alternate to Item 4— 5/8 in thick applied either horizontally or vertically Inner layers fastened to framing with 1-1/4 in long Type W coarse thread gypsum panel steel screws spaced a max 8 in OC,with last screw 1 in from edge of board Outer layers fastened to framing with 1-7/8 in long Type W coarse thread gypsum panel steel screws spaced a max 8 in OC,with last screw 1 in from edge of board When used in widths other than 48 in,gypsum board to be installed horizontally All Joints in face layers staggered with Joints in base layers Joints of each base layer offset with joints of base layer on opposite side AMERICAN GYPSUM CO—Types AGX-1, M-Glass,AG-C 4E Gypsum Board* —(As an alternate to Items 4 through 4D)—5/8 in thick,4 ft wide,paper surfaced applied vertically and secured as described in Item 4 GEORGIA-PACIFIC GYPSUM L L C—Type X ComfortGuard Sound Deadening Gypsum Board 4F Gypsum Board* —(As an alternate to Item 4)—Not to be used with item 6 5/8 in thick,4 ft wide,paper surfaced,applied vertically and secured as described in Item 4 NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board 4G Gypsum Board* —(As an alternate to Items 4 through 4F)—Nominal 5/8 in thick,4 ft wide panels,applied http//database ul com/cgi-bin/XYV/template/LISEXT/lFRAME/showpage 1073741824&version=versionless&parent_id=1073984818&sequence=1 3/31115,12 54 PM Page 3 of 6 vertically and secured as described in Item 4 PASCO BUILDING PRODUCTS L L C,DBA PASCO GYPSUM—Types QuietRock ES 4H Gypsum Board*—(As an alternate to Item 4)—Not to be used with item 6 5/8 in thick,4 ft wide,paper surfaced,applied vertically and secured as described in Item 4 CERTAINTEED GYPSUM INC—Type SilentFX 4I Gypsum Board* — (As an alternate to item 4)—5/8 in thick,two layers applied either horizontally or vertically Inner layer attached to studs with 1-1/4 in long Type W steel screws spaced 8 in OC Outer layer attached to studs over inner layer with 2 In long Type W steel screws spaced 8 in OC offset 6 in from base layer Vertical Joints located over studs Vertical and horizontal points between inner and outer layers staggered Outer layer joints covered with Joint tape and compound,screwheads covered with Joint compound As an alternate to the Joint compound nom 3/32 in thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard Joints reinforced Wallboard other than 48 in wide must be applied horizontally The SoundBreak XP Type X Gypsum Board is not to be used with Item 6 NATIONAL GYPSUM CO—Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6,FSW-C, FSW-G, FSMR-C, SoundBreak XP Type X Gypsum Board 43 Gypsum Board*—(As an alternate to Items 4)For Direct Application to Studs Only- For use as the base layer or as the face layer Nom 5/8 in thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically Vertical Joints centered over studs and staggered min 1 stud cavity on opposite sides of studs Wallboard secured to studs with 1-5/8 in long Type W coarse thread gypsum panel steel screws spaced 8 in OC at perimeter and in the field when applied as the base layer When applied as the face layer screw length to be increased to 2-1/2 in Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations Lead batten strips, min 2 in wide, max 10 ft long with a max thickness of 0 140 in placed on the face of studs and attached to the stud with two 1 in long Type S-8 pan head steel screws,one at the top of the strip and one at the bottom of the strip Lead discs,max 5/16 in dlam by max 0 140 in thick compression fitted or adhered over the screw heads Lead batten strips and discs to have a purity of 99 5% meeting the Federal specification QQ-L-201f, Grades"B,C or D" Fasteners for face layer gypsum panels(Items 4,4A or 4B)when installed over lead backed board to be min 2-1/2 in Type 5-12 bugle head steel screws spaced as described in Item 4 MAYCO INDUSTRIES INC—"X-Ray Shielded Gypsum" 4K Gypsum Board*— For use with Item 7—5/8 in thick,two layers applied vertically Inner layer attached to resilient channels with 1 in long steel screws spaced 8 in OC Outer layer attached to resilient channels over inner layer with 1-5/8 In long steel screws spaced 8 in OC All Joints In face layers staggered with Joints In base layers Joints of each base layer offset with,joints of base layer on opposite side Insulation,Items 8 or 9 is required AMERICAN GYPSUM CO—Types AGX-1, M-Glass,AG-C,AGX-11 4L Gypsum Board*—(As an alternate to Items 4) For Direct Application to Studs Only- For use as the base layer or as the face layer Nom 5/8 in thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs Wallboard secured to studs with 1-5/8 in long Type W coarse thread gypsum panel steel screws spaced 8 in OC at perimeter and in the field when applied as the base layer When applied as the face layer screw length to be increased to 2-1/2 in Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations Lead batten strips, min 2 in wide, max 8 ft long with a max thickness of 0 14 in placed on the face of studs and attached to the stud with construction adhesive and two 1 in long Type 5-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip Lead discs,nominal 3/8 In diam by max 0 085 in thick compression fitted or adhered over the screw heads Lead batten strips and discs to have a purity of 99 9% meeting the Federal specification QQ-L-201f,Grade"C" Fasteners for face layer gypsum panels(Items 4,4A or 4B)when installed over lead backed board to be min 2-1/2 in Type S-12 bugle head steel screws spaced as described in Item 4 RADIATION PROTECTION PRODUCTS INC—Type RPP- Lead Lined Drywall 4M Gypsum Board*—(As an alternate to Item 4)—5/8 in thick,4 ft wide,two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs Secured as described in Item 4 CERTAINTEED GYPSUM INC—5/8"East-Lite Type X http//database ul com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage 1073741824&version=versionless&parent_id=1073984818&sequence=1 3/31/15,12 54 PM Pace 4 of 6 4N Gypsum Board* — (As an alternate to 5/8 in Type FSW in Item 4 or 4I)- Nom 5/16 in thick gypsum panels applied vertically or horizontally Two layers of 5/16 in for every single layer of 5/8 in gypsum board described in Item 4 or 4I Horizontal joints on the same side need not be staggered Inner layer of each double 5/16 in layer attached with fasteners,as described in item 4 or 4I,spaced 24 in OC Outer layer of each double 5/16 in layer attached per Item 4 or 4I NATIONAL GYPSUM CO—Type FSW 40 Wall and Partition Facings and Accessories*— (As an alternate to Items 4 through 4N)—Nominal 5/8 in thick,4 ft wide panels,applied vertically and secured as described in Item 4 PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type QuletRock 527 5 Molded Plastic*—Not shown,Optional—Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturer's recommended installation details ALSIDE,DIV OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CORP 6 Steel Framing Members—(Optional, Not Shown)*- Furring channels and resilient sound isolation clip as described below A Furring Channels— Formed of No 25 MSG galy steel 2-9/16 in or 2-23/32 in wide by 7/8 in deep,spaced 24 in OC perpendicular to studs Channels secured to studs as described in Item b Ends of adjoining channels are overlapped 6 in and tied together with double strand of No 18 SWG galy steel wire near each end of overlap As an alternate,ends of adjoining channels may be overlapped 6 in and secured together with two self-tapping #6 framing screws, min 7/16 in long at the midpoint of the overlap,with one screw on each flange of the channel Wallboard attached to furring channels as described in Item 4 B Steel Framing Members*—Resilient sound isolation clip used to attach furring channels (Item 6a)to studs Clips spaced 48 in OC,and secured to studs with No 8 x 2-1/2 in coarse drywall screw through the center grommet Furring channels are friction fitted into clips RSIC-1 clip for use with 2-9/16 in wide furring channels RSIC-1 (2 75) clip for use with 2-23/32 in wide furring channels PAC INTERNATIONAL INC—Types RSIC-1, RSIC-1 (2 75) 6A Steel Framing Members— (Optional, Not Shown)*— Furring channels and resilient sound isolation clip as described below A Furring Channels— Formed of No 25 MSG galy steel Spaced 24 in OC perpendicular to studs Channels secured to studs as described in Item b Ends of adjoining channels overlapped 6 in and secured together with four self-tapping No 8x1/2 Self Drilling screws(2 per side 1 in and 4 In from overlap edge) Gypsum board attached to furring channels as described in Item 4 Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips- Type A237R located approximately 2 in from each end of length of channel Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in OC,approximately 1/2 in from joint edge B Steel Framing Members*—Resilient sound isolation clip used to attach furring channels (Item 6Aa)to studs Clips spaced 16 in OC,and secured to studs with No 10 x 2-1/2 in coarse drywall screw through the center hole Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS—RESILMOUNT Sound Isolation Clips-Type A237R 7 Furring Channel—Optional —Not Shown—For use on one side of the wall with Item 4K—Resilient channels, 25 MSG galy steel,spaced vertically 24 in OC,flange portion screw attached to one side of studs with 1-1/4 in long diamond shaped point,double lead Phillips head steel screws When resilient channels are used,insulation,Item 8 or 9 is required 8 Batts and Blankets* —Required for use with resilient channels, Item 7, min 3 in thick mineral wool batts, placed to fill interior of wall,attached to the nom 4 in face of the studs with staples placed 24 in OC THERMAFIBER INC—Type SAFB http Hdatabase ul com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage 1073741824&version=versionless&parent_id=1073984818&sequence=1 3/31/15 12 54 PM Paae 5 of 6 9 Batts and Blankets*—(As an alternate to Item 8)— min 3 in thick glass fiber Batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance,friction-fitted to fill the stud cavities See Batts and Blankets (BKNV or BZ]Z)Categories for names of Classified companies 9A Fiber,Sprayed* —(optional)As an alternate to Batts and Blankets(Item 8), Required for use with resilient channels,Item 7,Not for use with Item 6,or 6A —Spray applied mineral wool insulation The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product See Fiber,Sprayed(CCAZ) TEXAS AMERROCK PARTNERS L P,DBA AMERROCK PRODUCTS—Type Rockwool 10 Wall and Partition Facings and Accessories* — (Optional, Not shown)— Nominal 1/2 in thick,4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly Panels attached in accordance with manufacturer's recommendations When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board,the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing,except that the required fastener length shall be increased by a minimum of 1/2 in Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM —Type QuietRock QR-510 11 Cementitious Backer Units* —(Optional Item Not Shown—For Use On Face Of 2 Hr Systems With All Standard Items Required)—7/16 in , 1/2 in,5/8 in, 3/4 in or 1 in thick, min 32 in wide-Applied vertically with vertical joints centered over studs Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in for steel framing members,and a minimum of 3/4 in for wood framing members spaced a max of 8 in OC NATIONAL GYPSUM CO—Type Dura Backer, PermaBase, DuraBacker Plus,or PermaBase Plus *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),respectively. Last Updated on 2014-12-18 Questions? Print this page Terms of Use Page Top ©2015 UL LLC When the UL Leaf Mark is on the product,or when the word"Environment"is included In the UL Mark, please search the UL Environment database for additional information regarding this product's certification The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service Always look for the Mark on the product UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions 1 The Guide Information,Assemblies,Constructions, Designs,Systems,and/or Certifications(files) must be presented in their entirety and in a non- misleading manner,without any manipulation of the data(or drawings) 2 The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material In addition,the reprinted material must Include a copyright notice in the following format "©2015 UL LLC" http Hdatabase ul com/cgi-bm/XYV/template/LISEXT/1FRAME/showpage 1073741824&version=versionless&parent_id=1073984818&sequence=l 3/31/15,12 54 PM Paae 6 of 6 PROJECT TITLE & LOCATION: BACK ENTRANCE ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN EXTERIOR LOCKED AX281 3" AX281 3" AX281 3" AX281 3" AX281 E------MERGE -----CY sm. sM. SM. sm. ACCESS 7 4t'p$"h 2 5 �S m LOCKED EXIT TOMAI IV M01AAD ELECTRIC MMRS JANITORS CLOSET BASEMENT 3670 412 MANAGERS OFFICE ° ° ° sroRAGE 74825 MAIN ROAD ° TIED INTO SECOND 3070 CORRIDOR EMM G RE EN PO RT, NEW YORK 11944 FLOOR FIRE CIRCUIT T.O. 411 415 STAIRS EXAM EDAM 416 417 TO N FLOOR ® EMPLOYEE COATS WORKNOTES: 413 (Notes shall be considered typical for items identified and 3070 28'x0 3970 3070 ® shall apply to all some and similar conditions or ® locations; all locations may not be noted.) CORRIDOR F4_101 3070 3070 4070 TA CORRIDOR ® CORRIDOR i T0� FD� E 410 410 I---_—_—_ LUNCH —-------77 — 408 O ADA COMPLWNT 8 I ode ® • I o I o I I CORRIDOR 410 EXAM ° ® EXAM EXAM $ ® 407 ® 3370 RECEPTION I FILE TA. Li 3070 3070 Y U W ® ® CORRIDOR CORRIDOR 410 a 410 o '• 39703070 EXIT 3070E 1xi I I RAT SCRIEEN TV VT / F-01 TOILET ® Deerkoski Arm & Kehl Associates uc WAITING PO Box 1675 ® Southold, New York 11971 DOCTORS OFFICE I Phone:631-433-9084 DOCTORS OFFICE ® I E-Mail: ssbn654@optonline.net COAT RACK j SHEET NAME: ® j FIRST FLOOR CLOCAT I ON OF ALARMS p EMERGENCY LIGHTING enR OT6uE KP ® --AND FIRE—EXTINGUISHERS w ALL ALARMS, SMOKE DETECTORS, C/O DETECTORS WILL BE INSTALLED AND MONITORED BY LIGHTHOUSE SECURITY AND IN ACCORDANCE WITH NYS. CODE. ALARM AND EMERGENCY LIGHTING SCHEDULE (VERIFY ALL FIxTURES WITH OWNER) ALL EMERGENCY LIGHTING AND EXIT SIGNS TO BE LOCATED ® CARBON MONOXIDE DETECTOR AS PER NYS. CODE. ENGINEER: ENGINEER'S SEAL. ® SMOKE DETECTOR F N E w yon JAMES DEERKOSKI, PE DEER HEAT DETECTOR (135 DEGREE ROR/ FIXED) Professional Engineer 5 .0 * {c Q �` ia w 260 Deer DriveHEAT DETECTOR (195 DEGREE ROR/ FIXED) FIRST FLOOR Mattituck, NY 11952 w <:.� � ' 631 -298-7116 �2 Hs HORN /STROBE LOCATION OF ALARMS ��° FES S\ S,o P ® PULL STATION EMERGENCY LIGHTINGOWNERSHIP AND USE OF DRAWINGS: BARS EQUIPMENT AND FIRE-EXTINGUISHERS. These drawings and specifications including the BARS MOTION DETECTOR ideas, design and arrangements represented M therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, CT BARS DOOR CONTACT disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of KP BARS KEYPAD East End Design Associates, LLC. ® 10 LB FIRE EXTINGUISHER EMERGENCY LIGHTING PROJECT NO: SHEET INDEX: 978-2015 EXIT SIGN WITH EMERGENCY LIGHTING DRAWN BY: ALARM SYSTEM TO BE INSTALLED BY INDEPENDANT MONITORING COMPANY AS PER NEW YORK STATE CODE Acceptance of these drawings does not authorize the right SCALE: BDK to build without the authorization of local governing agencies, ALL EMERGENCY LIGHTING TO BE INSTALLED AS PER NEW YORK STATE CODE such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: BUILDING CONSTRUCTION NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 1. All construction work shall comply with the Building Code of New York State,and ASCE STANDARD(SEI/ASCE 7-10) SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 2. All work shall comply with the New York State Energy Code. 45 lbs/sgft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be used in DESIGN CRITERIA sufficient detail as required by the Building Departrnent. NOTE: 74825 B. Insulate all supply&return ducts and piping as required by code. PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS C. All windows,door sills,openings,etc.shall be caulked and weather stripped. (in pounds per square foot) THIS BUILDING CONFORMS TO THE UNIFORM LOAD CONCENTRATED BUILDING CODE OF NEW YORK MAI LLC 3. Single and multiple-station smoke alarms.Single and multiple-station smoke alarms shall be installed in the following locations: USES(s) AND OCCUPANCY CLASSIFICATION(s) USE (LBS) (LBS) FOR THE MINIMUM NUMBER OF p /� /� 1)As per New York State Code. 74025 MAIN ROAD 2)Minimum of one per floor USE OCCUPANCY LOBBIES AND FIRST FLOOR CORRIDORS 100 2,000 REQUIRED PLUMBING FIXTURES 3)One per each room including storage,furnace,Money Counting and bathrooms. 4)Attic space is to be equipped with smoke alarm BUISNESS RESIDENTIAL B R2 AS PER TABLE 4 03. GREENPORT, NEW YORK 11944 / / OFFICES 50 2,000 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approval. TYPE OF CONSTRUCTION (CHAPTER 6) CORRIDORS ABOVE FIRST FLOOR 80 2,000 5. Do not scale drawings. TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any materials, VB B / R2 ATTICS WITH STORAGE (b,e) 20 10 workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of W O R K N OTES: materials and equipment: Electrical,Plumbing,Heating, Air Conditioning,or any others stem not specifically HEIGHT AND FIRE AREA contained in these drawings. HEIGHT FIRE AREA STAIRS 100 NOTE "F" shall apply to all same and similar conditions or (Notes shall be considered typical for items identified and 7. Electric construction is to conform to the National Electric Code,Building Code of New York State requirements. GUARDRAIL AND HANDRAILS (d) 200 (c) 10 locations; all locations may not be noted.) 8. Plumbing is to conform to the County and Local Health Department requirements,and Building Code of New York State. HEIGHT. BUILDING. B = 2 STORY THE VERTICAL DISTANCE AND ROOF SEE SECTION 1607.11 FROM GRADE PLANE TO 9000 SQ/FT PER FLOOR 9. All heat producing equipment shall be installed in accordance with Building Code of New York State and manufacturers specifications. THE AVERAGE HEIGHT AS PER TABLE 503 OF THE HIGHEST ROOF 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. SURFACE = 21'-2" R2 = 2 STORY AS PER SECTION 502 OF AND 11.Limitation of Professional Liability: THE BUILDING CODE OF 7000 SQ/FT PER FLOOR By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of Deerkoski,Ann&Kehl LLC.,and their NEW YORK STATE. AS PER TABLE 503 draftsmen due to neglect,acts of error,such that the total aggregate liability of Deerkoski,Arm&Kehl LLC.and there draftsmen shall not exceed 50%of the total fee for services rendered ori this project excluding Deerkoski,Ann&Kehl LLC.expenses such as blueprint a) ELEVATED GARAGE FLOORS SHALL CAPABLE OF SUPPORTING A 2,000— copies,reimbursedfees,etc.. LUMBER SPECIES AND GRADE POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER without written permission. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ALL EXT. DECK FRAMING MATERIAL ACQ NC PINE #2 AND BETTER DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements,etc. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and ACCORDANCE WITH SECTION R802.10.1, requirements with such agencies prior to construction. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or exceeds the Building Code of New York State,ASCE STANDARDS(SEI/ASCE 7-10) TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 6i USS PLACARDiNG REQUIRED 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such MINIMUM SPECIFIED agencies prior to construction. AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. AREA TO BE REMOVED NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION CRAWL SPACE NA WEATHERING POTENTIAL BASEMENT NA SEVERE (b) FIRST FLOOR 2218 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER 12LECTrilCA ����,;/�j�u���/ CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) n- �� �� � �j� //, SECOND FLOOR 36 sq. ft. q - � — 1F . it fl �i LOFT NA BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) �r t ATTIC (HOUSE)(a) NA � I ATTIC (HOUSE)(b) NA �`,1V ILI 11 ---i --' GARAGE NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND Deerkoski Arm & Kehl Associates LLC GENERAL NOTES: I ATTIC GARAGE a NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) ATTIC (GARAGE)(b) NA PO Box 1675 V CARPENTRY: SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO Southold, New York 11971 Provide double joists under all partition walls unless otherwise noted. SUNROOM NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) Provide typical energy corners+interior/partitions. EX, DECKS NA Phone:631-433-9084 Sill plates are to be 2"x 6"treated 40 year CCA with sill;sealer. COVERED PORCHES NA -Mail: ssbn654@optonline.net Provide sill sealer-below termite shield. , 2"x 6"- 16"oc exterior walls. COVERED ENTRANCE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa 2"x 4"- 16"oc interior walls-unless noted otherwise. POOL HOUSE CABANA NA (a) AT 28 DAYS PSI &,r . � ;SEED SHEET NAME: All wall studs are to be#2 or better Douglas Fir-Larch. JACCESSORY STRUCTURE NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL T�$T(; G ac t lJiii COV�Fh'�G CLIMATE AND GEOGRAPHIC All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. (c) CONCRETE IN THESE LOCATIONS THAT MAY BE ;SUBJECT TO FREEZING AND THAWING DURING Provide solid blocking beneath all bearing points. (a) WITHOUT STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) DESIGN CRITERIA & Provide structural metal connectors as required in all conditions as per state and local codes. (b) WITH STORAGE (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) Openings to have(2)2 x 10 headers-unless otherwise noted. SHALL NOT BE LESS THAN 5 'PERCENT OR MORE THAN 7 PERCENT. 3/4"cdx roof sheathing.(5 ply) (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. PLWOBEGENERAL NOTES {i CERTIFK3A "_1r f 3/4"cdx exterior wall sheathing �, „�r I Esti CONTENT 13`;r ';'E Provide fire blocking in all walls and floors as required by state and local codes. —`aT '� A ' OF 000tJPr '`V Cy trlFt CONCRETE: Foundation to be constructed of 3000 psi concrete. Contractor is to verify soil load bearing capacity prior to construction. E fS,J Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. N All footings,foundations,etc.shall rest on undisturbed sail. Footings shall be 36"below finished grade-minimum. All footings,foundations shall be formed. t .e Provide rebar in all wall as per manufactures specs. ,PPE of ED IkS NOTED W E Footings to be 2'-6"x 18"with rebar as per detail unless otherwise noted. z Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. DATE- ✓ B.P. ft--51b _ S -. ELECTRICAL: F E LBY . Keep boxes 5"minimum from edge of box to rough opening. TIFY BUILDING D "ARTP44ENT AT Electric construction is to conform to the National Electric Code,New York State Building Code. 76.-1802 8 ArO TO 4 PIM FOR THE Provide smoke detectors as per state and local codes. FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED ENGINEER: NGINEER'S SEAL: PLUMBING: FOR POURED CONCRETE Supply pipes in walls(for toilets)at 3"from plywood. N❑ SUBSTITUTIONS 2 ROUGH-FRAlMING,PLUMBING, Plumbing is to conform to the county and local health department requirements and New York State Code, STRAuPING, ELECTRICAL&CAULKING ��OF Nt tp All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. 3. INSULATION JAMES DEERKOSKI, PE 3. Dt �p All framing hardware shown on these plans, 4. FINAL-CONSTRUCTION & ELECTRICAL Professional Engineer �� A't0 unless otherwise indicated, Is Simpson Strong-Tie, MUST BE COMPLETE FOR C.O. No substitutions are approved or authorized, ALI.CONSTRUCTION SHAL L MEET THE 260 Deer Drive RE-:0UIREMENTS OF THE CODES OF NEW Mattituck, NY 11952 Z YORK STATE. NOT RESPONSIBLE FOR 631 —298-71 16 u'tn Due to the relationships of framing hardware to DESIGN OR CONSTRUCTION ERRORS, 4100o 07 the other components of the structure, any f raring FSS hardware substitutions will render these plans NOTE:null and void, and will result in the installer/contractor THIS BUILDING CONFORMS TO THE CA OWNERSHIP AND USE OF DRAWINGS: qIRE= INSPECII.,krill assuring responsibility for the design and BUILDING CODE OF NEW YORK 1 " ECU! xIJ -., These drawings and specifications including the performance of the entire system, ideas, design and arrangements represented STATE AND THE AMERICAN SOCIETY 0PEr�iNG 9 9 P therein, are the property of East End Design OF CIVIL ENGINEERS (SEI/ASCE 7- 10) FE4ssociates, LLC. No part thereof shall be copied, COMMERCIAL C0NSTRUCTI0N DETAILS CODES AND STANDARDS FOR ALL I inclosed to others or used in connection with 1I ny work or project other than for which they WIND AND SEISMIC LOADS. I j ave been prepared without written consent of ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD PAP, 3 �1� _-I I' T I ast End Design Associates, LLC. (SEI/ASCE 7- 10) '_ �' �ROJECT NO: SHEET INDEX: 978-2015 ACCESSIBILITY CONSTRUCTION DETAILS- 6W�Ce_/ DRAWN BY: ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BDK Acceptance of these drawings does not authorize the right SCALE: TO CONFORM TO Al 17. 1 - 2003 to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, DATE: and requirements with such agencies prior to construction. 02-24-15 PROJECT TITLE & LOCATION: SPOUT SLii OF FRONT / 7 AND SHARALLEL TO FRONT / FLOW SHOF 4"HIGH 10• 2'_g• IT'-19• r - MAX. % MAINE ROA D .1 1 7 / 9 I / INTERNATIONAL SYMBPROPOR IOFSACCESSIBILLITY 74825 MAIN ROAD / GREENPORT, NEW YORK /AC ESS 10• 2'-g' 3 / MIN. Mqx. I ca � SECTION THRU PLAN AT DRINKING FOUNTAIN DRINKING FOUNTAIN (a) EQUIPMENT PERMITTED IN SHADED AREA CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW (SIDE REACH LIMITS (a) WORKNOTES: MAXIMUM SIDE REACH 00000 ( 0000 (Notes shall be considered typical for items a) (b) OVER OBSTRUCTIONS SPOUT HEIGHT AND CLEAR FLOOR SPACE 00000 shall apply to all some and similar condition kNEE CLEARANCE locations; all locations may not be noted.) FIG. 6 SIDE REACHINTERNATIONAL>TDD SYMBOL INTERNATIONAL SYMBOL OF(d) F(AICCESS FOR HEARING LOSS FIG 43. INTERNATIONAL SYMBOLS 4' X 42" MIN, 18" 18" 42" MIN. 77 z ' s x (0 (0 4' CLEAR � CLEAR Z 2 FLOOR FLOOR 1 4• SPACE SPACE (a) HIGH FORWARD REACH LIMIT (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION FIG. 28 FORWARD REACH .I� ., Ez CLEAR FLOOR SPACE FOR WALL MOUNTED WATER CLOSETS NOTE: x SHALL BE < 25 INCHES; z SHALL BE > x. WHEN x < 20 INCHES, Deerk oski, Arm & Kehl Associ,, THEN y SHALL BE 48 INCHES MAX. WHEN x IS 20 TO 25 INCHES, THEN y SHALL BE 44 INCHES MAX, PO Box 1675 Southold, New York 11971 Phone:631-433-9084 E-Mail: ssbn654@optonline.net SHEET NAME: I AMERICIAN NATIONA 1.5-$RAIL(55 OR CHROME) STANDARD DETAIL," 1 4'MD' 3-6 M. 1.5Z RAIL(SS OR CHROME) 3' I g- 3 MAXIMUM I ,. 4'Nin. 3._6, I 1.5 TOILET 3 MAXIMUM 3' 6' •_0.�._0, t.5 TOILET TP, -0' -Q N❑ SUBSTITUTIONS T.P. Z All framing hardware shown on these pans,l e N m unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized, E d (a) Due to the relationships of framing hardware to K' SIDE WALLS REAR WALL OF STANDARD STALL the other components of the structure, any framing hardware substitutions will render these plans s null and void, and will result in the installer/contractor assuring responsibility for the design and performance of the entire system. MIRROR ENGINEER: NGINEER'S SE/ JAMES DEERKOSKI, PE OF NEtI,y j Professional Engineer C-1 . DE LEVER VALVE z !. DEF C X NOTE: 260 Deer Drive 17" MINIMUMMattituck, NY 11952 rrn THIS BUILDING CONFORMS TO THE 631 -298-7116 (P .. ► . 19' MAXIMUM BUILDING CODE OF NEW YORK 07 OL ' D STATE AND THE AMERICAN SOCIETY R°FF S10 ? CLEAR FLOOR SPACE OF CIVIL ENGINEERS (SEI/ASCE 7- 10) OWNERSHIP AND USE OF DRAWINGS: CODES AND STANDARDS FOR ALL I Z WIND AND SEISMIC LOADS. These drawings and specifications including 8" IN Q ideas, design and arrangements representec therein, are the property of East End Desig (N Associatedisclosed stoLothervs or used rt e inoconnection f shall be c any work or project other than for which t COMMERCIAL COMMERCIAL CONSTRUCTION DETAILS have been prepared without written consent N ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD RD DETAILS East End Design Associates, LLC. °) AMERICIAN NATIONAL STANDA 30" MINIMUM (SEI/ASCE 7-10) PROTECTED PIPING FIG. 32 ICC/ANSI A117.1-2003 ACCESSIBILITY CONSTRUCTION f DETAILS PROJECT NO: SHEET INDEX: ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION 978-2015 TO CONFORM TO A117,1 — 2003 DRAWN BY: NOTE: ALL FIXTURES AND GRAB BARS TO 0111,41, COMPLY WITH ICC/ANSI A117.1 -2003 Acceptance of these drawings does not authorize the right BMIA to build without the authorization of local governing agencies, SCALE: such as Suffolk County Dept. of Health Services, Town Building 1/4!' = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction, DATE: 02-24-15 a � Accessible stmt Design There are many dimensions to consider when designing an accessible bathroom stall Distances should allow for common usage by people with a limited range of motion 5 Dimension guidelines when dispensers protrude from the wall in toilet rooms and 36"max A toilet compartments 914 mm Anything that a person might need to reach 24"min should be a maximum of 48"(1219mm)off of 610 mm the finished floor Toilet tissue needs to be easily within arm's 12"min reach The outlet of a tissue dispenser must 305 mm be between 24"(610mm) minimum and 42" (1067mm) maximum from the back wall,and xE ® E E per the ANSI standard,at least 18"above the 24"min =o rn finished floor The ADA guide defines"easily 610 mm 1� v with arm's reach"as being within 7-9" (178- 229 mm)from the front of the bowl and at 42"max least 15"(381mm)above the finished floor 1067 mm (48"(1219mm)maximum) Door latches or other operable parts cannot 7"-9" 18"min require tight grasping,pinching,or twisting of 178-229 mm 457 mm the wrist They must be operable with one hand,using less than five pounds of pressure ���}} Dimensions for grab bars 39"-41" 991-1041 mm Grab Bars need to be mounted lower for 54"max 6 better leverage(33-36"(838-914 mm)high) 1372 mm � Ln Horizontal side wall grab bars need to be 12"min 42"(1067mm)minimum length 305 mm Vertical grab bars are not yet covered in the 42"max ADA guidelines,however,ANSI specifies the 1067 mm dimensions shown in the diagram X S E 6 E M = d m 1i V O m m CO Dimensions are shown for grab bars installed with protruding or recessed dispensers Protruding(non-recessed)dispensers must be more than 12"(305mm)above or 1'/z"(38mm)below or at the end of grab bars ANSI allows recessed dispensers at the ends of the grab bar Recessed dispensers are allowed within the 12"(305mm)space above and 1'/2'(38mm)space below and at the end of a grab bar,for ADA the recessed dispensei must be flush However ANSI allows for 1/4"(6mm)projection in the allowed area For ADA and ANSI,nothing can be installed directly behind the grab bar Protruding dispensers Recessed dispensers Front View (Side View) (Side View) 1/a"max 6 mm 1'112"min E 38 mm c E Grab Bar E EGrab Bar E E Recessed N o N o Dispenser 1;i'min 11,121'Max 1,"max 38 mm 38 mm - 38 mm Recessed Dispenser 36"min Dimensions for rear grab bar installation 914 mm D 24"min 12"min Rear watt grab bars must be 36"(914mm)long,and 610 mm 305 mm mounted so 24"(610mm)are to the transfer side of the toilet and the other 12"(305mm)to the wall side The rear grab bar can be split or shifted to the open side to accommodate the required location of the flush control valves Be sure to verify all accessibility guidelines with your local codes, as they are often more strict than national codes 3 PROJECT TITLE & LOCATION: SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION UTWO SE AMINIMUM MTS20 LTS20 DOUG-FIR LARCH S0. PINE UPLIFT SDE OdF TRUSS. NAILS THIS FASTENERS ALLOWABLE LOADS 1.2 LOAD O LATERAL WITH TOTAL FOUR o 0 MODEL GA UPLIFT UPLIFTCODE (133/160) Sdxl4" Bd NAILS o° NO. TO TTo AVG REF. INTO TRUSS 74825 RAFTERS/ PLATO NAILS ES STUDS ULT. (133) (160) F FZ (133& STU "- ° TRUSS s = NOTE: REFER TO SIMPSON WOOD CONSTRUCTION c SIMPSON TAKE-UP WASHER PROVIDE (1) HGAIOKT ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND SIDE OF CEILING JOIST ' AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES M JAI- I I' m P" "A D L L C H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° 74825 MAIN ROAD DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) Two 0 o ARTS"x12 _ (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / G RE E N PO RT, NEW YORK 11944 MODEL GA AVG 2 INTO 1 ° NO. MAX. CLEAR ULT, LFTA LFTA REF. PLATES WIDTHSPAN L QTY DIA 12" 2• 22" 3' 33" 12 2' 22" 3' 32" EIGHT •° - NAIL INTO S P 4 e LFTA 16 2J" 17" 381" 16-10d — 4200 1205 1400 5, 44, 85 IN STUD e o• DOUG-FIR LARCH / SO. PINE FASTENER S2 ALLOWABLE UPLIFT LOADS 3 °o ° MODEL L AVG 10d 10d x 12" CODE o N0. 10d tOd x 12" ULT. (133 / 160) (133) (160) REF LFTA L S T A 2 1 °o WORK NOTES: ° (Notes shall be considered typical for items identified and MTS16 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ° °° shall apply to all some and similar conditions or o, locations; all locations may not be noted.) MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ART5"x12 0 ° ° ° Simpson Strong-Tie LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNW- NUT DETAIL "E" Al COUP °° DOUG-FIR-LARCH/ Equal number of- TYPE f TYPE OF DIRECTION SO. PINE CODE ecified nall5 In °° MODEL CONNEC- OF LOAD ALLOWABLE LCIADS REF. s p FLOOR ROOF (133/ each end d No. TION (100) (125) 160 Simpson Strong-Tie DETAIL "K" 1 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTS"x12 STUD DEFLECTION DEFLECTION CODE ° 5,. MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. STU 8 NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a S 8 BOLTS ALLOWABLE LOAD DESIGN 0 GA GA HB SB W H B SO CL DIA5' DESIGN WHEN RAISED OFF oO SIMPSON OTY DIA 1}" 2" 22" 3" 32" 52" LOAD THE SILL PLATE 0 0 TAKE-UP WASHER 0 HD2A 16 1 12 4&' 1 22" 2 ' 8" 216 a" 116" 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 °o ART5"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS 8 G DF / SP ODE N0. W L STUD PLATE AVULIT. (133) (160) R SP4 316 74" 6-10d x 12" 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA FLOORREF. 00 NO. W L NAILS 100 (133) (160) LSTA21 20 11^ 21 16-10d 905 1205 1295 7, 40, 90 IDOC MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR100 (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 1" 24 18-10d 1025 1370 1 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HDZA NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie / CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 j DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES / DN. -FIR R H PIN ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE DETAIL "�" W H B 10d 16d JOISTS ULT. 160 REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES (133) ( ) 10d 16d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. Ott LU546 18 36" 4y" 2 4-16d 4-16d 5076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" HUS210-2 14 31" 9, 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 5-X1 STU ART2 -FIR AR H PIN A L WAB ASIMPSON FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER Arm & Kehl Associates LLC N0. MODEL GA AVG UPLIFT (133/160) REF. ' Deer oski, TO RAFTERS ULT.TO PLATES TO STUDS (133) (160) F Fz 160 HGAIOKT 14 1 4-SDS "x1}" 4-SDS "x3" 1 1523 435 1 435 1165 940 PO BOX 1675 Southold, New York 11971 Phone:631-433-9084 USE A MINIMUM OF S P 4 Two 8d NAILS THIS CNW— E Mail: SSbn654@Optonline.net COUPLER NUT SIDE OF TRUSS. MTS16 STU 5" cOw- 8 - SHEET NAME: SP4 SIMPSON CLIMATE AND GEOGRAPHIC TOTAL FOUR ° m SE A MINIMUM OF- MTS16 COUPLER NUT H D 2 A 8d NAILS TWO Bd NAILS THIS STU '- LSTA21 SIMPS❑N TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. ° °°° SIMPSON TOTAL FOUR /• • TAKE-UP WASHER LSTA21 Strong-Tie DESIGN CRITERIA & INTO TRUSS HUS210-2 GENERAL NOTES 0 TWO o o F, 8 AIL TO PLATES EIGHT-- `0 " ANCHOR BOLTS TWO o 8 8d NAILS-_--4/-- INTO AIL Bd NAIL d INTO INTO ° STUD Simpson Strong-Tie PLATES Amo DETAIL "A" 'a N H7 EIGHT INTO NAIL o, DETAIL "D" DETAIL "G" DETAIL "J" INo STUD Simpson Strong-Tie o°°° W E H7 Simpson Strong-Tie LFTA 00. ROD SYSTEM LFTA L F TA Eli ALTERNATE RIDGE STRAPPING0. S DETAIL CATHEDRAL LOCATIONS,E USED IN ALL LOCATIONS, NO SUBSTITUTIONS SIMPSON MSTA24 STRAP TIE TO BE INSTALLED 16" oc All framing hardware shown on these plans, (ON EVERY RAFTER) J� unless otherwise indicated, Is Simpson Strong-Tie, ENGINEER: ENGINEERS SEAL: No substitutions are approved or authorized, PROVIDE 2x6 COLLAR TIE UNDER RIDGE - 16" oc. Due to the relationships of framing hardware to OF NEtl, FACE NAIL USING (4) 10D NAILS JAMES DEERKOSKI, PE !• DF '0 LTP4 TO EACH END OF COLLAR TIE the other components of the structure, any framing r7 g fiQ� ,p UNDER RIDGE - 16" oc. hardware substitutions will render these plans Professional Engineer �} r o LID • null and void, and will result in the installer/contractor LTP4 0 o 0 assuming responsibilityresponsibiLity for the design and 260 Deer Drive � w • LTP4 performance of the entire system, Mattituck, NY 11952 DETAIL "L" 631 -298-71 16 do 07 DETAIL "C" ti Simpson Strong-Tie OWNERSHIP AND USE OF DRAWINGS: l Floor-to-Floor Connections COMMERCIAL CONSTRUCTION DETAILS- These drawings and specifications including the DETAIL "M" ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD ideas, design and arrangements represented (SEI/ASCE 7- 10) therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they LTP4 DETAIL "B" have been prepared without written consent of LTP4 NO SUBSTITUTI❑NS ACCESSIBILITY CONSTRUCTION DETA ES East End Design Associates, LLC. Simpson Strong-Tie All framing hardware shown on these plans, ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION Floor-to-Floor Connections unless otherwise indicated, is Simpson Strong-Tie. TO CONFORM TO A117. 1 - 2003 PROJECT NO: SHEET INDEX: No substitutions are approved or authorized, 978-2015 DRAWN BY: Due to the relationships of framing hardware to BDA ' the other components of the structure, any framing Acceptance of these drawings does not authorize the right SCALE: hardware substitutions will render these plans to build without the authorization of local governing agencies, 3 null and void, and will result in the installer/contractor such as Suffolk County Dept, of Health Services, Town Building 1/4" = 1'-0" assuming responsibility for the design and Departments, DEC, FEMA, etc. Verify all conditions, codes, DATE: performance of the entire system. and requirements with such agencies prior to construction. 02-24-15 PROJECT TITLE & LOCATION: I EXTERIOR D 0 0 R S C H ESU L E 74825 - - - - _ TYPE UNIT SIZE HEIGHT WIDTHHEIGHT_____ TEMPERED SCREEN MEETS ; REMARKS _ _' LITES_OR PANEL � MANUFACTURER MODEL NUMBER DESCRIPTION JAMBS EGRESS � I MAIN LLC - ---I WIDTH -5 - --- ROUGH OPENIN—HEIGHT -- --- --� --LAYOUT- -- --- - -- -- ----- -- - - - - - --' 7 _ 74825 MAIN ROAD 101 6'-0" 8'-0 16-3 :8'-2 1/2' (VERIFY) lw / 2h SEE DETAIL ANDERSEN - 6080 _ OUTSWING COMMERCIAL DOOR 7/8" SQL with SPACER BAR Y N S Y 1-3/4" THICK - WHITE FINISHED EXTERIOR, WHITE FINISHED INTERIOR, BRONZE SILL - " -- MM - GREENPORT NEW YORK 11944 102_ 3'-0" _ 7'-0 3'-3" 7_2 1/2' FLUSH THERMA-TRU FLUSH OUTSWING COMMERCIAL DOOR PAINT GRADE) N N Y FIBERGLASS UNITS VERIFY ALL DIMENSIONS WITH MANUFACTURER , 103 I3'-6" 7'-0 - - 3'-9" - -- T-2 1/2" 2-PANEL — THERMA-TRU 2-PANEL OUTSWING COMMERCIAL DOOR (PAINT GRADE) N N Y FIBERGLASS UNITS VERIFY ALL DIMENSIONS WITH MANUFACTURER. ---------------- - - --- ------- - - - WORK NOTES: W I N D 0 W S C H E D U L E I i (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or UNIT UNIT SIZE TROUGH OPENING LI 1 MANUFACTURER MODEL NUMBER DESCRIPTION GLAZING & LITE SIZES TEMPERED SCREEN MEETS REMARKS locations; all locations may not be noted.) - - - -- _ - _- --- -- S -- -- - - _--- - WIDTH HEIGHT SWIDTH f HEIGHT s a - S EGRESS ----- - 1---- '"""- - - -' ------- --- - - --------- - ---- --- -- ---- -- -- _ ----- "- - ---- ---- -- -- --"-- 01 j 2'-7 1/2" 4'-11 7/8" 2'-8" 5'-0 3/8" 3 over 1 lite (SEE DWG) ANDERSEN CX15 400 SERIES CASEMENT 7/8" SDL with SPACER BAR SW Y Y ! -- 02 12'_7 S 2'-7 1/2" 2'-8" 2'-8" 1 lite (SEE DWG) ANDERSEN j AX281- 400 SERIES CASEMENT 7/8 SDL with SPACER BAR SW Y N -- — -- -- - 03 2'-11 15 16" 1. 4'-11 7/8" 3'-0 1/2" 5'-0 3'18" 3 over 1 lite (SEE DWG)- ANDERSEN P3050 400 SERIES CASEMENT 7/8 SDL with SPACER BAR SW N N 04 2'-11 15/16 2'-1 1/8' 3-0 1/2" .2'-0 5/8" 3-lite w SEE DWG ;ANDERSEN- A31 STAT 400 SERIES AWNING 7/8" SDL with SPACER BAR SW N N I I 05 2'-8" S'-8 1/16" 2'-9" 4'-8 9/16" 2w 2h - SEE DWG J ANDERSEN AW251 STAT 400 SERIES AWNING 7/8" SDL with SPACER BAR SW N N WINDOW TO HAVE 4 LITES CIRCULAR CENTER (SEE ELEVATION) --- 06 2'-4 3/8" 2'-4 13 16" 2'-4 7/8" 4'-5 3 8" 3 over 1 lite SEE DWG ANDERSEN CW145 400 SERIES AWNING 7 8" SDL with SPACER BAR SW N N _ t I I SW = STORM WATCH UNIT * = EGRESS WINDOWS NOTE: ALL ROOF PENETRATIONS TNOTE: ALL ROOF PENETRATIONS O BE LOCATED ON REAR SIDE TO BE LOCATED ON REAR SIDE / S S SSSSSSSSSSSSSG// jS/SS OF THE ROOF. OF THE ROOF. 4" THROUGH ROOF- 4" OOF4' THROUGH ROOF ROOF Deerkoski, Arm & Kehl Associates, LLC • 3.. 3.. PO Box 1675 Southold, New York 11971 2" Phone:631-433-9084 2 3" E-Mail: ssbn654@optonline.net 3" 2" SHEET NAME: CEILING PLUMBING RISER DIAGRAM WINDOW & DOOR SECOND KITCHEN SECOND KITCHEN SECOND KITCHEN SCHEDULE FLOOR 2 ' FLOOR 2 BATH 2 3 2 BATH 2 3 2 2 FLOOR OOH 2 3 2 W 3•• DW I DW I DW SECOND FLOOR 2„ 2.. 2.. 2 3 2 2 3 2 2 3 Z -3 3 3" 3" 3" 2" 2.. 3 3" SOUTHERN EXAM EXAM EX E=XAM EXAM KITCHEN JANITOR EXAM EXA FIRST ROOM ROOM ROOM FROOM ROOM ROOM 2" 2" CLOSET ROOM ROOM 2" 2" 2" 2" 2" 2 2 2' 2" 2' 2' BATH 2" 2 '31, BATH FLOOR rENGINEFR: JENGINEER'S SEAL: 2"T ROOM 2 ROOM BATH 2" 3" 1 1 ,/2 1 — 1 /2,. tCOF NEIVY T _T T ,7�_"I 1R . SLOP/ T . SLOP/ ERKOSKI, PE �� 5�' pEFjO SINK FIRST FLOOR Professional Engineer > �U(P� i '' „ - C) W � ,, 2 2 2 1 2 2 2 3 2" 3 1 — 1 /2' 3 2" 260 Deer Drive mp t Mattituck, NY 11952 631 -298-7116 3" 3 FE SIS 3, 3. 4" F.A. VENT 6'• OWNERSHIP AND USE OF DRAWINGS: C.Q. C.CD. C.CD. C.O., C.O., O., C.O., C.O., C.O., C.O., C O C.Or C.O, C.0. C.O, C.0.1 C.O., C.O, ABOVE GRADE C.0. ' 4"C.0. These drawings and specifications including the 3" 3" 3„ TO SCDHS APPROVED ideas, design and arrangements represented 3" SEPTIC SYSTEM therein, are the property of East End Design HOUSE Associates, LLC. No part thereof shall be copied, TRAP disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PLUMBING RISER DIAGRAM PROJECT NO: SHEET INDEX: NTS. 978-2015 NOTE: DRAWN BY: ALL PLUMBING IS TO CONFORM TO THE p�'y�t SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 131�ItA STANDARDS, NEW YORK STATE CODE. Acceptance of these drawings does not authorize the right SCALE: to build without the authorization of local governing agencies, 1�4" = 1'-0" such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, DATE: and requirements with such agencies prior to construction. 02-24-15 PROJECT TITLE & LOCATION: GRAND MANOR ROOF SHINGLES 74825 MAIN ROAD , LLC _-- 74825 MAIN ROAD - - --- - - -- - --- -- ----- - - - GRAND MANOR - - - GREENPORT, NEW YORK 11944 ROOF SHINGLES - - ANDERSEN WHITE WINDOWS woRKNOTEs: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) TLi :JUL LL JUL TL �UL JUL — I EXTERIOR TRIM TO BE AZEK L—] A �tLL___j �Lj I L—A L=__11 JAMES HARDIE 1- 1 Tr�ii HARDIPLANK LAP SIDING SMOOTH 6" EXPOSURE —\ , El- -1 a EAST ELEVATION Deerkoski Arm & Kehl Associates LLC PO Box 1675 Southold, New York 11971 Phone:631-433-9084 GRAND MANOR E-Mail: ssbn654@optonline.net EXTERIOR TRIM ROOF SHINGLES TO BE AZEK SHEET NAME: EXTERIOR TRIM ELEVATIONS TO BE AZEK i GRAND MANOR N ROOF SHINGLES ---- I I O Eo12 W E i j/ S / j ENGINEER: ENGINEER'S SEAL: 711 ROOF SYSTEM ROOF COLOR ;' OF rv,Eiv JAMES DEERKOSKI, PE P 3. DEFT, 1-0 Professional Engineer q� CERTAINTEED STONEGATE GRAY iu -� EXTERIOR TRIM 260 Deer Drive �♦ft. W GRAND MANOR % TO BE AZEK Mattituck, NY 11952 Z ROOF SHANGLES r 631 -298-71 16 `Fa0 n 72 2 sl SIDING SIDING MATERIAL SIDING COLOR / OWNERSHIP AND USE of DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented JAMES HARDHARDIE CABOTS PRO.V.T. therein, are the property of East End Design JAMES HARDIE Associates, LLC. No part thereof shall be copied, HARDI-PLANK SOLID COLOR disclosed to others or used in connection with HARDIPLANK LAP SIDING any work or project other than for which they 6� EXPOSURE STAIN GRANITE have been prepared without written consent of SMOOTH 6" EXPOSURE East End Design Associates, LLC. 1Z WINDOWS WINDOW COLOR o PROJECT NO: SHEET INDEX: 978-2015 ANDERSEN HP. UNITS WHITE DRAWN BY: Apt 0 BDK Acceptance of these drawings does not authorize the right TRIM TRIM COLOR to build without the authorization of local governing agencies, SCALE: SOUTH ELEVATION such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, AZEK WHITE and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 1 1 1 A301 302 303 7Q0 5 CP ALL STAIRS AND STAIR HANDRAILS MAIN ROAD LLC ARE TO CONFORM TO NEW YORK 74825 MAIN ROAD STATE CODE. N o' B I LCO GREENPORT, NEW YORK 11944 23'-10" 21'-62" 38'-71" 1 DETAIL �— ---------------------------------------------------I --------- � WORKNOTES: I I (Notes shall be considered typical for items identified and I r------ -1 I shall apply to all some and similar conditions or 1 I locations; all locations may not be noted.) I I I I I ( -- ----- ----- --------I I L----------------------------------� I I N I I I I I I I I I 4"x4%1/2" STEEL COLUMN I I I PROVIDE FLASHING I I I I PROVIDE FLASHING 1 I 1 WITH 5"x8"x5" TOP PLATE AND F———— l AS NECESSARY TO AS NECESSARY TO � 3„ 1 7+, I PROTECT EXPOSED ( I PROTECT EXPOSED 8"x8"x8 BASE PLATE. (TYP.) (2)14"x 1 1$ FLUSH BEAM I I I I I ( I END OF GIRDER I I END OF GIRDER - (2)14„x11,+ FLUSH BEAM '------- ----J I L------------------- L -----� - -------------------------------- - ----- - 1 X11711 LUSH 1 I I I 1 8, - 54„ -- LVL FLUSH 1 GIRDER 1 II I ------ -------- ----- ---------- ----- ----------------� I ( ) 7„ _ 4 8 2 1 X11 I I I �ImI I II II sEE 1 FLUSH BEAM �rn L_J'21_J Q IILII DETAIL II I II w I O ABOVE 01 ia,nW m l �� I I CD ZX „Z" ANGLE IRON BRACKET — m IO m I PROVIDE 3"x3"xt/2" - --- --- -----, r-----, ,- �Id� --7 � I Ilmll F----------, r J 1 J = � = WITH GUSSET c/"�"cn l I WELDED TO SIDE OF — j2 14"x11 LVL GIR_aER �2)14'_x11'S_LVL GIRDER �2Z14"x11 _LVL GIRDER _(,2�g"x11 LVL GIRDERI_ Q2�4"x11'" LVL GIRDER _ I ^p,I �IIaIIJ I I I COLUMN To suPPORr -� -$ FLUSH BEAM. DRILL (2)1/4" l I 1 I I I I I i— 1 HOLE FOR LAG BOLTS. L I J L J L____J L_—_—J L—___J I I ��I �IoII� 1 ® I I „—„� • SEE DETAIL #1) PROVIDE 3"x3"xl/2" 1 V) N I Ma I I I ANGLE IRON BRACKET 1 � 1 ^II II^ I I 1 WITH GUSSET I I 6 ci 6 WELDED TO SIDE OF 1 l I 1 O o O COLUMN TO SUPPORT = I I I I II ————- L—— J DETAIL # FLUSH BEAM. DRILL (2)1/4” L———r�——— REARING' " " L—— � - N N N HOLE FOR LAG BOLTS. u I__ POINT I I I II F (SEE DETAIL #1) 6 r rnvi ABOVE I r --- '� -- --� r--- , ----� till' © dU Ud I (I ) 4„ 78,® 1 I 4+, 7„ 1 1 4„ 4„ 7 Ln :� N I N - 13 1 x11 1781kVL GIRDE� " (2 14"x118"1 _ (�)1 x118 LVL GIRDER (�)1 xl 18" LVL G1IRDER ( )1 x11 LVL GIRDER I — -- LVL GIRDERI —E3-- I I -- I ----- -- ---9 -- ------------�- �' I I 0 01 01 L--1--J L --- J L----J L--- J L----J I (4-)14 X118„ FLUSH REAM I I "' 00 I I I N I ~ ° ° I 4"x4"xl/2" STEEL COLUMN I I ! I ---- � r---- r---- 1 ----� -�--� N �� N 1 I WITH 5%8%3" TOP PLATE AND I I I I 1 1 I I I I I C° 8"X8,A" BASE PLATE. (TYP.) Deerkoski Arm & Kehl Associates LLC I (2)14"xl1B" LVL GIRDER I (2)14"� 118" LVL GIRDER 1 (2)1R"x118" LVL GIRDER I (x)14"x118" LVL GIRD�R ( )14"x118" LVL GIR+ (2 14"x118" LVL GIRDEf� ;I j @ I —� ----- ------ -- e ------- ----- - --------------- ------ ----- - T— � PO Box 1675 T-6 LT__ J L____J L_ J L--__J L_-__J L-_�-_J .I j i Southold, New York 11971 TOP of tea, O O I I TOP OF I SLAB �71) N N I Phone:631-433-9084 SLAB n EL.(-51.00" I I 1 1 E-Mail: ssbn654@optonline.net I 1 EL,.(-51.00" I I I 1 I 1 r----� r---- F----- -1 F_----7 r----7 F_ II ---_°__ I1-- I► II� 17„ 187 „ SHEET NAME:(2)13,x1 (2)14"x14 118' " 14"x11$" 1 "x118" 14x118" 14x111 "x118' 14x11114_x1LVL GIRDER 2)1 "I _ LVL GIRDER I (3)j4x118LVL GIRDERI x118LV GIRDER )14x118' LVL (3LV —DELVL GIRDELVL GIIRDER LVL G+RDER LVL GIRDER LVL GIRDER I I FLUSH BEAM FLUSH BEAM4 38) FOUNDATION �l 0 ---- 0 TOP OF oN L-�__ J oL L L_-- J GIRDER SLAB EL.(-63.50" I = � - @) - � r'ffm ---------- r--J L� I ~ LVL GIRDER F-- I I i �Ir� (2)143"x92"' I l PLAN I Q I m C,4 I I I iI >I I . Li 1 PROVIDE 3%3%1/,2„ 1 I I 1 _J 1 I ANGLE IRON BRACKETS I 1 L— Ii J l = I 1 I WITH GUSSETS 1 ® 1 1 1 PROVIDE 3"x3"x1/2" 1 1 I 1 I 1 i WELDED To SIDES RT l 1 WELDED TO SIDE OF niooiOF u ANGLE IRON BRACKET COLUMN TO SUPPORT xd WITH GUSSET 1 I 1 :X' QI FLUSH BEAM. DRILL (2)1/4" I I I l COLUMN TO SUPPORT TOP OF ^ m HOLE FOR LAG BOLTS. FLUSH BEAM. DRILL (2)1/4" W oaI 1 ( ^x SLAB r7 i L ——— 1 ———J (SEE DETAIL #2)I I 1 N L _J HOLE FOR LAG BDLTS. �, L I I IZ Z Z4 I 29 —02„ ' DETAIL #2 - - - - - - -- - - - - ----©-- I 1 ------------------------- --t ----NI---------------- F---------- ----- - ------------ -� (2)14 , LVL GIRDER FJ- I I I 1 -- ' ---- L--------------J I 1'-TT -- I .o L— —————— ————————————————————— — ———————————__J I -----1 I------------------------------------------ - r---------------------- - ENGINEER: ENGINEER'S SEAL: I I I I -------=------- I r ---------------� NEW JAMES DEERKOSKI, PE OF pEEp, Y�Q f L--------------J I I L --------------J I Professional Engineer �PS I I I I 4� � 1 I 1 j 260 Deer Drive ��K,�, w w '..f:. Mattituck, NY 11952 — ;�• ��.�, z I I I -------- -J 631 -298-7116 --� I--------------- o AR ES OWNERSHIP AND USE OF DRAWINGS: 1 19' 12' 27' 12' 19' These drawings and specifications including the g' 1' ideas, design and arrangements represented therein, are the property of East End Design ^0' Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. 1 1 1 PROJECT NO: SHEET INDEX: A301 302 303 978-2015 DRAWN BY: Acceptance of these drawings does not authorize the right BDK SCALE: EXISTING FOUNDATION GIRDER PLAN s build without the authorization local governing agencies, A201 such as Suffolk County Dept. of Health Services, Town Building 1 k4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 1 1 1 A301 302 303 74825 50'-4%" 1'-6y2" M Al I 'N' I Kmq h 0 A P Um" L L C 5'-0" 11 -11 11'-11" 2'-2" 19'-42" 74825 MAIN ROAD GREENPORT, NEW YORK 11944 WINDOWS TO BE SET AT 7'-0" AFF. THERMA-TRU ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN SMOOTH STAR AX281 3" AX281 3" AX281 3" AX281 3" AX281 WORKNOTES: 3670 SM. SM. SM. SM. THERMA-TRU �---------T---- SMOOTH STAR (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or (1)31"x9Y" LVL. HEADER 3070 locations; all locations may not be noted.) o (1)32 x 2„ n LVL. HE DERN = W21 x62 STEEL GIRDER LP (1)321"X9)/2" LVL. HEADER a w 51' ? , „ 5Y2 54 5/„ m Q -4- 2 -2112" I�� 11'-1 0Y" OO LLJ X Q � ilf i 1 T- o ^= I I Q Q LJ o Q w TREA 'MENT TABLE ° ROOM J J O O ^ O Q N N O �x _ THERAPY ROOM I Q = w I I m Ino XNw II I (1)32"x9YZ,. (1)32'x9Y2 .. %CD POWERLAM POWERLAM Mo 1�2'-5" HEADER�'-0� HEADER 2' S.. I ~ U' N 4070 TO. 40 0 iii -0 5� 414'-24" 00EE// / �N I---- --------------------- ; (1)32'x9Y' LVL. i I I JNTERI �� I LorvErt count HEADER I o I -------- i_--- OD II I �- BREAK ROOM i i i I i „--- \ _ stS 3� Deerkoski Arm & Kehl Associates iw 3'-g4 ,-5%" i---- \ - -- -----_------ III, o 2870 i EXAMINING PO Box 1675 ftI_ Southold, New York 11971 ' CHANGIN3�„ 21'-3%" 3- , ' _ `r ROOM Phone:631-433-9084 ROOM ' 0 5'-9%" ' HALL D o �� E-Mail: ssbn654Qoptonline.net 2 w� n a- r- /> i o (1)32t„x9YZ" LVL. I a (1)32"x9YZ" LVL. (1)32!x9YZ" LVL. (1)32"x9YZ" LVL. SHEET NAME: HEADER � I HEADER HEADER HEADER rsr� 3070 3070 3070 3670 --------J-L ----- -- i t\ � I I FIRST o = �I i °' ' FLOOR I ' BATHROOM � ro 0 0' 5� 5''° - DEMOLITION 7'-4 I PLAN BEARING POINT OW INTERIOR WALLS TO REMAINPO L TO BE REMOVED WAITING ROOMoo l o g CRECEPTIONIST w I I n Call r I INTERIOR WALLS TO BE REMOVED II - 1I I I \ o I1TJ 7'-4" 1,-5„ --�' 8" i 3.. 5� 5i2 VESTIBULE 5�„ 5%" 52" (1)3t„x11 (1)3t„x9Z" LVL. HEADER 42 8" LVL. HEADER 2 I 1„ x11g" LVL. HEADER 1— c9I I � `n SM. SM. SM. I I (1)32"x9YZ" LVL. HEADER SM ' SM. 3 m. ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ENGINEER: ENGINEER'S SEAL: CX15 CX15 CX15 CX15 CX15 CX15 CX15 CX15 CX15 OF NES, JAMES DEERKOSKI, PE �P' J. OtE� ANDERSEN 6080 yO,P Professional Engineer �} �Q �o OUTSWING COMMERCIAL ip r- � DOOR 260 Deer DriveUJ :. Mattituck, NY 11952 `nc� 631 -298-71 16 A 0 5� RQ S 1 NPS OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented I therein, are the property of East End Design 12'-0° 19'-4/° Associates, LLC. No part thereof shall be copied, 50'-4%" disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of ALL WINDOWS ARE TO BE SET East End Design Associates, LLC. @ 8'-0" TO MATCH THE HEIGHT 1 1 OF THE EXTERIOR FRONT DOORS. 1 PROJECT NO: SHEET INDEX: A301 302 303 (UNLESS OTHERWISE NOTED) 978-2015 VERIFY R.O. HEIGHT OF DOORS) DRAWN BY: Acceptance of these drawings does not authorize the right SCALE: BDK to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1/4" = V-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 1 1 A301 . A302 F�> 74825 PROVIDE 5/8"x12" ANCHOR BOLTS AT 2'-0"oc. ALL STAIRS AND STAIR HANDRAILS AROUND THE PERIMETER OF THE FOUNDATION EL 0An AND ONE ANCHOR BOLT AT EACH CORNER MAIN ® ' ARE TO CONFORM TO NEW YORK STATE CODE. 74825 MAIN ROAD GREENPORT, NEW YORK 11944 910'-0" 6%" 38'-7%° 1'-0' r -------- ---------- ------- -- - --------I PROVIDE 5/8"x12" ANCHOR BOLTS AT 2'-0"oc. I- WORKNOTES: ____ (Notes shall be considered typical for items identified and I I AROUND HE PERIMETER OF BILCO DOOR I shall apply to all same and similar conditions or PROVIDE 5 8"x12" ANCHOR BOLTS AT 2'-0"oc. I I AN N ANCHOR BOLT AT EACH CORNER 1 locations; all locations may not be noted. I I (SINGLE 2x8 ACQ SILL) 1 I I 1 / o I ___ _ _-_ l -_ _____ _____________ ' L---------------------------------- I I AROUND THE PERIMETER OF THE FOUNDATION 9 Y ) I E -- F �1 I I AND ONE ANCHOR BOLT AT EACH CORNER N I - I I I I I I I I I I I I I I PROVIDE FLASHING I I I I PROVIDE FLASHING ___________ F l I AS NECESSARY TO AS NECESSARY TO _ I 1 (2)14"x117" FLUSH BEAM I I PROTECT EXPOSED I ( PROTECT EXPOSED 1 I EIND OF GIRDER I END OF GIRDER MI - - ----- -� (2)14„x11$„ FLUSH BEAM � �------------- ---------------------------------- - 2 "x11 ” I I 1 LVL 4FLUSH L �I '�----- II GIRDER ----- ---------- ----- -----------------SEE I z 1 i I ISI I DETAIL I I I w l I of 1 ABOVE I� I f = I 1011 I �tla� (n ' mIZIIllm Ilm1 - --- r---: ---------� V) 'D''� I I I I LVL GIRDER 14 _LVL GIRDgR - �2 14 x1 LVL GIRDER ��14"x11 LVL_GIRDERI—_ �2�4"x11 " LVL C1;IRDER �. :� I I �II _..-JIII 1 o I -- -�--1 — -O---I -- ---�-�-- 1 $-- I --- ------ I I, I I 1 L I --_J L-----1 L----J L I - Iloll I ® PROVIDE 3"x3%1/2" 1 1 `�II�II 1 I I I ANGLE IRON BRACKET 1 1 SII IIS WITH GUSSET I J I 1 „ 1 I 2X6 DBL TOP 6 6 WELDED TO SIDE OF I o PLATE a o COLUMN TO SUPPORT 1I I I II II1 FLUSH BEAM. DRILL (2)1/4" L---s-,----BEARING' L----------J � �--� � 1 I N N N HOLE FOR LAG BOLTS. __ POINT I 11 11 ` 1 i 0 2X6 STUDS (SEE DETAIL #1) 6 r ABOVE i IT9 7 I I I 1 r--- F----- 16"oc. @> @> ° I I �1 �„ �„ 1 �„ I �„ I I (�)14"x118 LVL GIRDE� _L2) 34'x 17"I _ ( )1a x118 LVL GIRDER ( )14 x117 LVL GIRDER ( )14 x118 LVL GIRDER I I N $- _µ —f3------------- ----- -- ---A--------------- LVL GIRDEI I I I I RI 1 r I I � , o-I 0 -1 I L---.--J L-- -- 4"x11$" 2X8 ACCSILLxI FLUSH B =AM 2X12 ACQ SILL � I G I I 12'-3' 1 1 - - - - -- �, / G wI o oCIO I I8' m I -----� r F---- 1 r- -1 F----- - - I I I I I 1 -- --- I - - 1-1—" --- E] I I 1-7— I I 4"x11 " I I(2)1 'x1 (2)141 LVL GIRDER (2)1 „x1 �V1_ GIR ER �N CD 4LVL GIRDI�H (2 4" " Deerkoski Arm & Kehl Associates LLCx7LVL GIRDED - o T � I I I I I I I I I I I I I PO Box 1675 I L --J L----J L----J L----J L_---J L—� J Southold, New York 11971 TOP OF r vi o p I TOP OF SLAB I Phone:631-433-9084 N N N I 1 1 1 SLAB EL.(-51.00") � E-Mail: ssbn654@optonline.net EL.Q-51.00" ~ I I I I I I I ---- ----- -----� r----� �-----7 �-�--� �--- 7 r----� r--- _1 �------I I I SHEET NAME: I I I I I I I I I I I I I I I I I I I I �2)11 4"x1187�LVL GIRDER I 2)14117" LVL GIRDER (3)14"x1187" LVL GIR ERI (}3)14"x117" LV GIRDER (?)14"x117" LVL GIRD R (3414"x117" LVL GIRDEF� I (x)14"x117" LVL GIRDE� (x)14"x117" LVL GIIRDER (x)14"x117" LVL GIRDER (x)14"x117" LVL GIRDER O1 "x11$" LVL GIRDER I I - I �l ---.-�I--- —I --�---�---- -�--�---a---�--------- ---©-- --- - ---;-- 1 ---a- -�------- --a-- --------�--�- ---- ---�-�---�4-----------�-- FOUNDATION ¢- — --- --- — — I - TOP of �--rt---�o--� ---Wlo �� I I I I I I I I I SLAB 1 oN L—i---J oN L —_ � I I L--_—J L----J L----J LTw—J L—__ J L--_—J L J L----J I GIRDER EL.(-63.50"� 1 N 1 �I o F_ To IIJJ -- PLAN 1 1 (2)14"x921" LVL GIRDER 1 I W 1 - - - m - - - - - - --- 1 j l I I PROVIDE 3"x3"x1/2" J ANGLE IRON BRACKETS J ( ^�I 1 1 WITH GUSSETS 1 I I I WELDED TO SIDES OF I I I I I I �ro I X1 I Q 1 I FLUSOHL BEAM. DRILLPORT(2)1/4" I I I "x� 1 w I HOLE FOR LAG BOLTS. I N 25 TOP OF L (SEE DETAIL #2) I I 1 W L-----------1 _JI I / 29'-0%" I I I I 1 I I 1 I II I I ---------- -------- --- I --- I 2)14„x��” LVL GIRDER � � -vl---- ---- 1 �--------- - -------------- I I ————— — — —————————————J I I I I I ------- '-2a-- L---------------J 1,-54„ 1 I � �---------------------------------------------1 �--------------------------------J -' ENGINEER: E GINEE EAL: 71 I I I I r------- -----i I 1 - --------------I 1 ��D. £El9� J- 1 1 1 1 1 1 1 I 1-0JAMESDEERKOSKI, PE S E�0O'A� I ------ 1 L- -- --------J 1 Professional Engineer to rp PROVIDE 5/8''x12" ANCHOR BOLTS AT 2'-0"oc. I 1 PROVIDE 5/8"x12" ANCHOR BOLTS AT 2'-0"oc. 1 1 260 Deer Drive AROUND THE PERIMETER OF THE FOUNDATION I I AROUND THE PERIMETER OF THE FOUNDATION I I Mattituck, NY 1 1952 �.® AND ONE ANCHOR BOLT AT EACH CORNER L-----------------------J AND ONE ANCHOR BOLT AT EACH CORNER L--- ---- -_-----------J 631 -298-7116 10 0 OWNERSHIP AND USE OF DRAWINGS: �J 12'-0" 27'-0" 12'-0" 19'-0" These drawings and specifications including the 89'_0" 0': ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, 1 1 1 PROJECT NO: SHEET INDEX: A301 A302 A303 867-2005 DRAWN BY: CMA Acceptance of these drawings does not authorize the right An FOUNDATION GIRDER PLAN- to build without the authorization of local governing agencies, SCALE: " 2 0 3 such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, DATE: and requirements with such agencies prior to construction., 01 -12-07 PROJECT TITLE & LOCATION: _ > 1 1 () > 302 303 74825 50'_4Y" MAIN KOAD LLGO 28'-10" 21'-6Y" 5'-0"— 11 -11 11 -11 2'-2" 19'-4Y"— 74825 MAIN ROAD GREENPORT, NEW YORK 11944 WINDOWS TO BE SET AT 7'-0" AFF. THERMA-TRU ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN SMOOTH STAR AX281 3" AX281 3" AX281 3" AX281 3" AX281 WORKNOTES: 3670 SM. SM. SM. SM. THERMA-TRU (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or r-------- --- SMOOTH STAR CD (1)/ \0 32 x 2„ (1)3""x9Yz" LVL. HEADER 3070 locations; all locations may not be noted.) LVL. HE DER N N W21x62 STEEL GIRDER •�—_ (1)31"x9Y2" LVL. HEADER i I 51 > 5Y" 5Y„ 5/.. m Q J 4' 12 22'-11" 9'-2%" 1 11'-10%„ 0 o w � Xw rnQ ^ II O w II I 1 o Q Z a 11 1 1 Q II I 1 a TREA MENT TABLE ° 1 ROOM d u J > J _Nw o o O o0 CD X W N N THERAPY ROOM ^_ I > 11 I 1 I D 11 1 Q =NW I I I o X a 11 1 1 1)3 "x9YZ.. (1)321%9Y2„ Q = =�_ 11 I 1 POWERLAM POWERLAM �~o M 1Ll HEADER HEADER w o 1 2-5' 7'-0%" 2' 5" V) 407 TO 0. ^� 40170 II 1 {------------ 512" 1 -94' R- ' " ' -In 9Y4 -9LY 3Y" 0"11 -10% -2% " 4'-8Y" 3 > 14 2 -. "---- �' I �--- -------------------------i 1 r------------1 U PER1 o L--- ------------------ I-1--� 1, „ LVL. 1 I 1 CO NTERI 1 = (1)32 x9YZ LO a v I 1 1 WER COUNTER 1 1 I Io, 1 1 N HEADER I I I 1 1 1Ln1 cD CDi BREAK ROOM Sys ' 3Y" Deerkoski Arm & Kehl Associates LLc 3070 _ 1 3'-94' 4 X14„ -1" PO Box 1675 2870 EXAMINING Southold, New York 11971 CHANGIN -- 3� 21'-3Y" 3'- lLi-\ ROOM Phone:631-433-9084 = 113Y �� E-Mail: ssbn654@optonline.net ROOM , g wo HALL o (1)3Z"x9YZ" LVL. 1 i "O (1)321"x9YZ" LVL. (1)-, "x9)/2" LVL. (1)3 "x9Y" LVL. ���' SHEET NAME: HEADER 11 HEADER HEADER HEADER rk ------__J1_—_ ------ N 3070 3070 3070 3670 rL FIRST �I 0�o FLOOR 51 01 BATHROOM I nQ01 5/ i _ DEMOLITION D PLANI � 7'-4 , I N IBPONTG INTERIOR WALLS TO REMAIN POOL TO BE REMOVED WAITING ROOM o Cn 01 I 1 BELOW w 11o_J Z 1 + RECEPTIONIST o i ' INTERIOR WALLS TO BE REMOVED -4" 52„ 52 VESTIBULE 5Y 5Y" 52" >» 7„ I I 1 3""x9Y2" LVL. HEADE I 1(1)54"x118" LVL. HEADER (1 32 x 1 18 LVL. HEADER 1 1 ( ) 2 in 3 3 3 I I (1)31 x9YZ" LVL. HEADER 3 r 3 3' SM. SM. SM. SM. SM. SM. 1 ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ENGINEER: NGINEER'S SEAL: CX15 CX15 CX15 CX15 CX15 CX15 CX15 CX15 CX15 SOF NEt JAMES DEERKOSKI, PE C2 ANDERSEN 6080 Professional Engineer �Q 4° '� a� OUTSWING COMMERCIAL DOOR 260 Deer Drive �,fA W Mattituck, NY 1 1952 631 -298-7116 2v X02 �C� OF 51 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the -6" 9'-6" 6-0" -0" 3'-9 4" -8%" ideas, design and arrangements represented therein, are the property of East End Design 19'-0" 12'-0" 19-4 2 Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with 50 '-4%" any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, ALL WINDOWS ARE TO BE SET @ 8'-0" TO MATCH THE HEIGHT PROJECT NO: SHEET INDEX: A301 302 OF THE EXTERIOR FRONT DOORS. 3 1 03 (UNLESS OTHERWISE NOTED) 978-2015 DRAWN BY: (VERIFY R.O. HEIGHT OF DOORS) Acceptance of these drawings does not authorize the right SCALE: BDK Am J4 to build without the authorization of local governing agencies, Al 2 0 such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 1 1 1 A301 A302 A303 7482 5 50'4%" MAIN R` OADLLC 28-10 21'-6!„ 74825 MAIN ROAD 19'-4%" GREENPORT, NEW YORK 11944 ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN BACK ENTRANCE AX281 3" AX281 3" AX281 3" AX281 3" AX281 LOCKED EMERGENCY EXIT sm. sm. sm. sm. ES: r---------------- WORKNOT (Notes shall be considered typical for items identified and CD -9 LOCKED EXIT shall apply to all some and similar conditions or ELECTRIC METERS locations; all locations may not be noted.) JANITORS CLOSET 3670 3010 412 -- MANAGERS OFFICE I ;I 1.11 -aed 414 10'-0" 17 __ — STAIRS oor&Assembly ' i _ TO 3070 CORRIDOR o -3Y `" EXAM o a T.O. NEW 411 415 o 3070 r� 2nd FLOOR 2HR Fire-rated T CO r —— larder 13-1.2 �j 7—9%� EXAM EXAM D� 4'-94' �o \ 1 " 416 0 417 oN I TOILET ~ 0 0 0 CORRIDOR I 409 2HR Fire-rated c° i2 _ Barrer 131.2 I EMPLOYEE COATS 32I L-- 4t0 ADA COMPLIANT~~ 3 _ Q co I co rte— 413 `V 4 3Y en o 3070 2870 3070 3 a 1.112 HR Fire-ated - PRINTER-FAX-STORAGE- 1'-0" Door&Asse bly MED.ASSISTANT STAGING 0 ¢ — 3 �� -0� CORRIDOR N 3� MEDICAL SAMPLES 4 �, -t � N Oto 1 (,O3070 AND SUPPLIES 4 -8 4 0 IF _ 15-54" ° 4070 T.O. 3 _ _ Co I TOILET 0 2)1-314"x 11.718"LVL Dropped Header ° CORRIDOR CORRIDOR _ 410 410 M L------- — 10 -0 j �.. KITCHEN D r7 - --------- 00 408 N `� I ADA COMPLIANT �, o I en 5'Y2 F � 7 Y4j "8'-11% — ME ICALSAMPLES -04„ ALTERNATE BATHROOM LAYOUT —3-0" A DSUPPLIES-1741 10'-0,r - TO CLEAR FLOOR JOIST CORRIDOR I LARGE COPIER PROVIDED 2 410XAM J \ 1-0 �T n I¢ r -0 -8-11y M 405 4 WINTHROP- EXAM -- ������u j%�/ / (4)t-314'x 11.718"LVL Dropp Header — _ — — — 3Y2 3� 3Y" EXAM / --_ / 407 ___L1. _Ili = 3070 I o a, ! RECEPTION I FILE , T.O.I f I'I 404 `- �J = - 309D 3070 _ _L11-3�4"x v2"LVLDro ed Header Deerkoski Arm Kehl_ ® �N ( 0-311 Ac - & e Associates, T T c 8'-3% 1URN 42� ® W PO Box 1675 Southold, New York 11971 13-11% 2 CORRIDOR 9 CORRIDOR L2 —g 16 �o� - _ 410 o Phone:631-433-9084 — - _2'_74" g'_g° 2—�4" ,�, E-Mail: ssbn654Qoptonllne.net i N ® W 21'-10%6 D 1E01 �1 COOLER CHARTING STORAGE o — — — 3070 3070 3070 ( 314'x 9112"LVL Dropped 11 er N jI=314"�c1fi" He FLATSCREENN �" SHEET NAME: o0 35 - FIR T 5%" 3'-6" 1--S-6 FLOOR PLAN TOILET 9) 1 0 \ 0 0 401 L' - I N I a 5 u 4 o 111 7'4/8"0 2' 9/6'— WAITING 400 o HEADER PLAN 5'-0' Q0 DOCTORS OFFICE o N o DOCTORS OFFICE = `V I Z 403 _ o 0 W o o COAT RACK 402 0 C N �Co (D � O7 6l rq F— N�� �--2'-34 1 3%„ 20 —5 i VESTIBULE ¢ 10'-6" 10'-0" 399 v I " 7 4„ ENGINEER: INEE L: �ti of N�yl, c_ DFF� �0 JAMES DEERKOSKI, PE y� r OX Professional Engineer �� ,.. `� 260 Deer Drive Mattituck, NY 11952 631 -298-7116 R�Ffsslo 6.. g'-6,. _0., ,-0„ 3' 94 -84" 8'-O;i6" OWNERSHIP AND USE OF DRAWINGS: 12'-0" 52'-6%6" These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they NEW FIRST FLOOR P LAN have been prepared without written consent of 1 1 1 East End Design Associates, LLC. A301 302 .r.' ` 303 . PROJECT NO: SHEET INDEX: Revision Date: 01 -26-07 867-2005 DRAWN BY: CMA Acceptance of these drawings does not authorize the right SCALE: Ell to build without the authorization of local governing agencies, A20 %p2n such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1 '-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, DATE: and requirements with such agencies prior to construction. 01 -12-07 PROJECT TITLE & LOCATION: A301 A302 A303 74825 M A I D , LLC 74825 MAIN ROAD GREENPORT, NEW YORK 11944 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) NEW 2HR Fire-rated Barrier 13.1.2 10'-5%" o I NEW BREAK ROOM oo OFFICE 2HR Fire-rated 2HR Fire rated Barrer 131.2 Barrier 13-1.2 1 ALL STAIRS AND STAIR HANDRAILS 2HR Fire-rated ARE TO CONFORM TO NEW YORK Barrier 13-1.2 STATE CODE . i N I STORAGE ---- --- 2868 =----� —- (-CD NEW 0 2HR Fire-rad Barrer 13.12 Q 3068 O O KITCHENDeerkOSkl Arm & Kehl Associates LLC rF Z o NEW PO Box 1675 2HR Fire rated Southold, New York 11971 NEW '--� � Bamerl3.1.2 O 2HR Fire-rated Phone:631-433-9084 r� Barrier 13-1.2 BATHROOM p E-Mail: ssbn654@optonline.net V Do — N CifSHEET NAME: NEW 1 3068 2HR Fire-rated 1-1/2 HR Fire-rated S Barrier 13.1.2 NEW C/') Door&Assembly ,i d COMMON HALLWAY 2HR Fire-rated SECOND FLOOR Barrier 13.1.2 T° � PLAN NEW Z STAIRSAND NEW 2HR Fire rated FIRST FLOOR 2HR Fre-rated Z 5�4 g Barrer 13.1.2 � Barrier 13.1.2 \ — � - — — NEW 2HR Fire-rated Barrier 13.1.2 Cn SECOND FLOOR PLAN ENGINEER: NEE L: PSE OF NE�vr S J. DfFO JAMES DEERKOSKI, PE Q r` -Pt'F0 Professional Engineer , rr 260 Deer Drive �, cW • .� . Mattituck, NY 11952 �p 'La ' ? 631 -298-71 16 r° . D 2 SI OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the 1 1 1 ideas, design and arrangements represented A301 A302 . 303 therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 978-2015 DRAWN BY: BDK Acceptance of these drawings does not authorize the right SCALE: THESE WINDOWS MEET NATIONAL EGRESS CODE FOR FIRE EVACUATION to build without the authorization of local governing agencies, Ak, LZ 0 such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1 '-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 74825 MAIN ROAD 74825 MAIN ROAD GREENPORT, NEW YORK 11944 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) CONTINUOUS RIDGE VENT rik EL. +(32'-7") ALL STAIRS AND STAIR HANDRAILS 3 EL. +(32'_7") /4' CDX ROOF SHEATHING TOP' OF RIDGE ARE TO CONFORM TO NEW YORK TOP OF RIDGE STATE CODE . 12 12 10 F_ 12 (2)1-3/4"x 9-1/2" LVL FLUSH HEADER ATTIC 3/4„ CDX ROOF SHEATHING GRAND MANOR ROOF SHINGLES 30# FELT (DBL) 2x4 TOP PLATE EL. +(242 1/4") 2x10 RAFTERS — 16" oc. 5Y2 x14" GLUELAM BEAM EL. +(242 1/4") TOP OF WALL , TOP OF WALL �(DBOx4 T PLOT Lj GRAND MANOR ROOF SHINGLES j / � � � �NDERSEq STAIRWELL I I _ HAPL 30# FELT AW251T ANDERSEN 5/8'I 1 PE X L----� AW251 L—SI�r_J ATTIC .� 'I -- uu i 2{c45 INSU. STU S 2x4-1 "o STUDS — l � I 2x8 RAFTERS 16" oc. COQ] Rr 15 INSULATIOIJ I 3/q" TILE 2x4 SHOE i ---R-15 INSULA N PROVIDE ICE & WATER SHETLD AS - — o EL. +IVIS 7/8) , 1 EL. +(145 7/8)PER NYS CODE TOP OF FINISHED FLOOR 3 I i 2x4 SHOE TOP OF FINISHED FLOOR PROVIDE ICE & WATER SHETLD AS (2) LAYERS OF /4 gOARDDRAGON i %a" TILE 3/a" TILE 2x6 RAFTER PLATE Deerkoski Arm & Kehl Associates LLC EL. +(145 1/8") PER NYS CODE 5/8" TYPE "X" I �3/a" DRAGON BIA 3/a" DRAGON 16" RIM JOIST EL. +(145 1/8") TOP OF SUB FLOOR EL. +(144 3/8") I I BOARD TO EL. +(144 3/8') SHEEYPE ' WALL f P of FL � I PO Box 1675 EL. +(128 3 8" STAIRWELL 1x8 AZEK FASCIA TOP OF FLOOR JOISTS Southold, New York 11971 / ) TJ1360 W180x16" @ 12" oc. EL. +(128 3/8") Phone:631-433-9084 WALL "'�—12" VENTED SOFFIT (AZEK BEADED) TOP OF WALL E-Mail: ssbn654@optonline.net 1 x8 AZEK FASCIA FIRE—RATED SUSPENDED CEILING FIRE RESISTANCE RATINGS SET AT 9'-0" AFF. (ANSI/UL 263 L538 OR HARDIE PLANK SIDING EXPOSURE SHEET NAME: PROVIDE FELT TABS AT END OF PLANKS 12" VENTED SOFFIT (AZEK BEADED)—/ EQUAL) UNRESTAINED _30# FELT ASSEMBLY RATING — 2HR. SHEATHING I NEW RECEPTION NEW 2x6 — 16 oc. STUDS EL. +.667' (8") R-19 INSULATION � AREA WAITING ---- R-19 INSULATION CROSS TOP OF FINISHED FLOOR 2x6 — 16"oc. SUDS " , ROOM TILE TOP EOF FINISHE(8FLOOR ) EL. +.4167' (5") �— " DRAON BOARD ATTACHED 12 CONIC. TILE BASE 11/4"x 1 17/8" LVL G is6 I o TOP OF FOUNDATION PERIMETER BEA TO 19" DRAGON BOARD STRIP 12-8� 2X6 D.F. SHOE E +.4167- (5") MIIIII 3/4" ACQ SILL FILLER OP OF DATION TILE i 2X6 ACQ SILL EL. +.25' 3" EL. +.'333' 4" 2x6 D.F. PLATE %a" DRAG 3/a P&T UNDERPAYMENT TJ1110-91" @12"oc. BOTTOM OF FLASHING NIP TOP OF cufze LEAD COATED COPPER FLASHING "�EO +.25' 3" EDA 3/a CDX (2)14ix118" LVL (2) LAYERS OF 4" CDX 5„ �°'= FLUS I BEAM 8 x 12" ANCHOR BOLTS 2'—O"oc. �F FLASHING CD /I- BOTTOM 0 CL — EL. +.t6T z" 117/8" LVL FLUSH BEAM 3 —4 TJ1230-11%8" @ 12" OC. _ _ _ _ —2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF PORCH SLAB o — _ _ _ _2X4 ACQ SILL _ _ _ _ _ _ — — — — — GRADE EL. +o.o' - (2)14"x11$" LVL GIRDER -- (2)14"x11$" - (2)14"x11$"--- (2)14"x9'" EL. (-6.875") GRADE = 1.. LVL GIRDER LVL GIRDER LVL GIRDER 2x4 FRAMED WALL TOP OF SHELF EL. -6.875" 3 EL. -51.00" o " DRAGON BOARD ATTACHED CRAWL SPACE 31" 3 2x4 6' PC. CONC. SLAB TOP OF SLAB TOP OF SHELFOMPACT TO 9" DRAGON BOARD STRIPS 3' SCHEDULE 40 FRAMED WITH #4 REBAR 12"oc. E.W. FILL STEEL COLUMN WITH WALL " CONC. WALL WITH #5 VERTICAL REBAR EL. SLAB " EL.(-69.5") CRAWL SPACE 5"x5"x TOP PLATE AND 2" PC. CONC. SLAB BOTTOM OF SLAB / TOP OF �' I I — 4'=0'oc. AND�5 HORIZONTAL REBAR 2_0'' — — — — SHORT WALL / TOP OF FOOTING � TOP OF SLAB 8"x8"x8" BASE PLATE. fl - - - - - - - - - - - - - - - - - - - - EL. -73.50" EL.(-73.5") ----- TOP OF FOOTING TOP OF f DOTING ---- ---- _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ EL -85.5' EL. -135.5" 2 2 Z'r BOTTOM OF FOOTING BOTTOM or FOOTING 2' TYPICAL WALL FOOTING TO BE_2_8"x1 0" - - —WITH (4)#5 REBAR LONG DIRECTION ENGINEER: GINEER'S SEAL: EQUALLY SPACED AS PER DETAIL AND COMPACTED FILL COMPACTED FILL #5 REBAR AT 12"oc. SHORT DIRECTION BOTTOM OF FOOTING TO BE MINIMUM OF OF ME6 TYPICAL COLUMN FOOTING TO BE TYPICAL COLUMN FOOTING TO BE ( JAMES DE�RKOSKI PE � p �y TYPICAL WALL FOOTING TO BE 2'-8"x1'-0" 3'-0"x 3'-0"x 1'—O" WITH (4)#5 3'-0"x 3'-0"x 1'-0" WITH (4)#5 8" PC. CONIC. SLAB 3'-0" BELOW FINAL GRADE.) Professional Engineer EF, 0 WITH (4)#5 REBAR LONG DIRECTION REBAR E.W. EQUALLY SPACED REBAR E.W. EQUALLY SPACED WITH #4 REBAR 12"oc. E.W. g 7E �` 0 EQUALLY SPACED AS PER DETAIL AND >� (P �. (TOP OF FOOTING TO BE BENEATH (TOP OF FOOTING TO BE BENEATH 6" PC. CONIC. SLAB 260 Deer Drive #5 REBAR AT 12"oc. SHORT DIRECTION THE 2" CONC. SLAB.) THE 2" CONC. SLAB.) WITH 6X6 10/10 WWM m BOTTOM OF FOOTING TO BE MINIMUM OF / Mattituck, NY 11952 _Z Ti- ' ; N /�►;i� ALL FOOTING ARE TO 3'-0" BELOW FINAL GRADE.) 631 —298-7116 r �o � BE MIN. OF 3'-0" BELOW FINAL GRADE ALL FOOTING ARE TO AQOF 72 BE MIN. OF 3'-0" ESS1 P BELOW FINAL GRADE OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design SECTION 1 Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they SCALE Y4' A301 have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 978-2015 DRAWN BY: Acceptance of these drawings does not authorize the right SCALE: BDK to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 714825 MA I ® , LLC 74825 MAIN ROAD GREENPORT, NEW YORK 11944 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) CONTINUOUS RIDGE VENT EL. +(32'-?") 202 RIDGE TOP OF WALL TOP OF WALL 2x8 RAFTERS - 16" oc. (1)3/8" BOLT 3/4" CDX ROOF SHEATHING 12 x6 CO AR TIE - 16 oc 12 2x 10 RAFTERS - 16" oc. 5.69 F-- 12 2X10 RAFTERS - 16"oc. 3/4" CDX ROOF SHEATHING GRAND MANOR ROOF SHINGLES ATTIC 2x4 30# FELT 16"oc. STUDS 2x6-16"oc. HANGERS PROVIDE ICE & WATER SHEILD AS PER NYS CODE 3Y2"x 1 17/s" LVL FLUSH BEAM (DBL) 2x4 TOP PLATE EL. +(242 1/4") 2x10 CEILING JOISTS - 16"oc, 66666666 V 2x10 CEILING JOISTS - 16"oc. EL. +(242 1/4") TOP OF WALL 1x8 AZEK FASCIA R-30 INSULATION � WALL 12" VENTED SOFFIT (AZEK BEADED) DBL. 2x6 TOP PLATE 5/8" TYPE "X" (DBL) 2x4 TOP PLATE (DBL) 2x4 GRAND MANOR ROOF SHINGLES _ 3Y2"x9Y2" LVL FLUSH BEAM SHEETROCK TOP PI,ATE / _ —// 30# FELT KITCHEN HALL - /8 TYPE 'X" 5 ' TYPE "X" /8 TYPE 'X" ATTIC BREAK ROOM _ 5 ., /$, 5 ., -�----'- SHEETROCK SHEETROCK SHEETROCK 5/8 TYPE "X" 2x4 2x8 RAFTERS 16' oc. SHEETROCK 2x4 - 16"oc. STUDS 2x4-16"oc. STUDS 16"oc. STUDS EL. + t45 7 s 16" LVL BOX BM -- R-15 INSULATION PROVIDE ICE & WATER SHETLD AS - _ ( / ) R-15 INSULATION R-15 INS ULATIO PER NYS CODE TOP OF FINI�3HED FLOOR 2X8 NAILER 2x4 SHOE EL. +(145 7/a) 3 2x4 SHOE 2x6 RAFTER PLATE TOP of FINISHED FLOOR Deerkoski, Arm & Kehl Associates, LLC /4" TILE EL. +(145 1/8") 1/2" CDX 3/4" DRAGON BOARDZZ - 3/4" TILE 2x4 SHOE 3/4" TILE EL. +(145 1/8") TOP OF SUB FLOOR 2x8 NAILER 2x6 D.F. PLATE 3/4" DRAGON BOARD 3/4" DRAGON BOAR 16" RIM JOIST TOP OF SUB FLOOR EL. +(144 3/8") TOP of FLOOR JOISTS 2x6 RAFTERS - 16"oc. EL. +(144 3/8") PO Box 1675 TOP OF FLOOR JOISTS Southold, New York 11971 12 --16" LVL BLOCKING W180 TJ 1360x16" @ 12" ---1x8 AZEK FASCIA Jk EL. +(12-8 3/8") W180 TJ1360x16" @ 12' o / EL. +(128 3/8") Phone:631-433-9084 qV TOP Or WALL 1O TOP OF WALL E-Mail: ssbn654@optonline.net 2x6 CEILING JOISTS - 16"oc. 12' VENTED SOFFIT (AZEK BEADED) FIRE-RATED SUSPENDED CEILING FIRE RESISTANCE RATINGS SET AT 9'-0" AFF. (ANSI/UL 263 L538 OR EQUAL) SHEET NAME: UNRESTAINED ASSEMBLY RATING - 2HR. �HARDIE PLANK SIDING 6" EXPOSURE W21 x62 STEEL BEA 5Y NEW PROVIDE FELT TABS AT END OF PLANKS 1 4" -94" 4'-2" 4'-8i'2 13'-2" WAITING 12-8% 30# FELT JANITORS HALL HALL KITCHEN NEW RECEPTION - 3/4" cox SHEATHING 5/8" TYPE "X" SHEETROCK_/ OSET AREA ROOM 2x6 - 16 oc. STUDS TOP OF FINISHED FLOOR R-19 INSULATION o ROOM TO 2x6 D.F. PLATE R-19 INSULATION EEL. +.667' s" EL. +.667' (8") CROSS SECTION 5/8" TYPE "X" EL. +.4167 (5";LOOK EL. +.4167' (5") 2x6 - 16"oc. STUDS OIL TOP OF FOUNDATION SHEETROCK 2x6 D.F. PLATE oo TOP of FOUNDATION P&T UNDERLAYMENT 3 2X6 D.F. SHOE BOTTOM OF FLASHING 3/4" CDX (2) LAYERS /4" CDX 3/4" ACO SILL FILLER EL. +.333' 4" TOP OF ClJRB 13/4% 17/8" LVL PERIMETER BEA X A ILL LEAD COATED COPPER FLASHING 2x4 FRAMED WALL W EL. +.025' (.3") TJ1230-1 1%" @ 12" oc. TJ1230-1 17/8" @ 12" oc. II 1 10-9- @12".0 EG GRADEDE NV BOTTOM OF FLASHING .. 7.. 3 7' _ (2)1 "x11 " 3> 1 (2)14"x9"" LVL GIRDER (2)14 x11$ LVL GIRDER— (2)14"x11$ LVL GIRDER -� 4 s (2)14 x9Z" EL. -6.875" + 1 1 , LV PIRDER �� 2x4 FRAMED WALL (VERIFY LOCATION) TOP OF CONC. SHELF 2 GRADE 13'-4/' 13'-2/' —T�j-g LVL GIRDER EL. -6.875" CRAWL SPACE CRAWL SPACE 3j" n 2x4 RAMED ��_N 6" PC. CONC. SLAB NV TOP OF CONI. SHELF 3 2' WALT (VERIFY WITH #4 REBAR 12"oc. E.W. EL. -57.00" EL. -57.00" 3" SCHEDULE 40 WALL OCATION)� -3'-1Z" 8" PC, CONC. WALL WITH #5 VERTICAL REBAR BOTTOM OF SLAB TOP OF SHORT WALL BOTTOM OF SLAB TOP OF SHORT WALL OF -73.50" STEEL COLUMN WITH 4'-0'oc. AND #5 HORIZONTAL REBAR 2'-0" EL. -73.50" 2" PC. CONC. SLAB 75"x5"xJ" TOP PLATE AND 3�' — — — — — — — — — — — — — — — — — — _ TOP OF FOOTING TOP OF FOOTING M"•''.rf; 8"x8"x " BASE PLATE. -..;.s:°M q,_, a'iF' EL -85.5.. EL. (-E-5.5") ay=ii: ;.:. .,•.:;- — — — — — — — — — — — — — — — — — — — — — — — BOTTOM OF FOOTING BOTTOM Or FOOTING o 2 1 0 0 2" 2 � I I I _ ,— � - ^ '-_�� - - - - - - - - - - - - - - - - - - - - - —2'-8" 1 6" PC. CONC, SLAB TYPICAL WALL FOOTING TO BE 2'-8"x1'-o" ENGINEER: ENGINEER'S SEAL: COMPACTED FILL WITH #4 REBAR 12"oc. E.W. WITH (4)#5 REBAR LONG DIRECTION EQUALLY SPACED AS PER DETAIL AND OF�£6y TYPICAL COLUMN FOOTING TO BE TYPICAL COLUMN FOOTING TO BE L10" PC. CONC. SLAB #5 REBAR AT 24"oc. SHORT DIRECTION JAMES DEERKOSKI, PE �E TYPICAL WALL FOOTING TO BE 2'-8"x1'-0' 3'-O"x 3'-0"x V-0" WITH (4)#5 3'-0"x 3'-0"x 1'-0" WITH (4)#5 WITH 6X6 10/10 WWM (BOTTOM OF FOOTING TO BE MINIMUM OF Professional Engineer `�� 31 AFF �p WITH (4)#5 REBAR LONG DIRECTION REBAR E.W. EQUALLY SPACED REBAR E.W. EQUALLY SPACED EQUALLY SPACED AS PER DETAIL AND 3'-0" BELOW FINAL GRADE.) (TOP OF FOOTING TO BE BENEATH (TOP OF FOOTING TO BE BENEATH 260 Deer Drive r ,P ► - ,, x #5 REBAR AT 12"oc. SHORT DIRECTION THE 2" CONC, SLAB. THE 2" CONC. SLAB. (BOTTOM OF FOOTING TO BE MINIMUM OF ) ) ALL FOOTING ARE TO Mattituck, NY 11952 z 3'-0" BELOW FINAL GRADE.) BE MIN. OF 3'-0" 631 -298-7116 Np % BELOW FINAL GRADE 10 0 2 ALL FOOTING ARE TO OWNERSHIP AND USE OF DRAWINGS: BE MIN. OF 3'-0" 1) BELOW FINAL GRADE These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design SECTION � Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they SCALE Y4' A302 have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 978-2015 DRAWN BY: BDK k Acceptance of these drawings does not authorize the right SCALE: to build without the authorization of local governing agencies, **J' g 2 such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: 74825 M A A 111NI , LLC 74825 MAIN ROAD GREENPORT, NEW YORK 11944 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) CONTINUOUS RIDGE VENT EL. +(32'-7") EL. +(32'-7") TOP OF WALL TOP OF WALL (1)3/8" BOLT 3/4" CDX ROOF SHEATHING 12 x6 COLLAR TIES - 16 oc. 2x 10 RAFTERS - 16" oc. 5.69 F_ 3/4" CDX ROOF SHEATHING 12 12 GRAND MANOR ROOF SHINGLES � 30# FELT ATTIC 2x4 16"oc. STUDS 2x6-16"oc. HANGERS PROVIDE ICE & WATER SHEILD AS PER NYS CODE 3Y2"x 1 17/8" LVL FLUSH BEAM (DBL) 2x4 TOP PLATE EL. +(242 1/4") 2x10 CEILING JOISTS - 1 2x10 CEILING JOISTS - 16"oc. EL. +(242 1/4") TOP of WALL 1x8 AZEK FASCIA R-30 INSULATION TOP OF WALL (DBL) 2x4 TOP PLATE 12" VENTED SOFFIT (AZEK BEADED) —f DBL. 2x6 TOP PLATE 5j8" TYPE "X" (DBL) 2x4 TOP PLATE GRAND MANOR ROOF SHINGLES 3Y2"x9Y2" LVL FLUSH BEAM SHEETROCK DINING ROOM LIVING ROOM KITCHEN HALL 30# FELT Y3" TYPE "x" 5 „ _/ATTIC SHEETROCK /s TYPE "X" 5/8" TYPE "X" -2x4 - 16"oc. STUDS SHEETROCK SHEETROCK 5/8 TYPE X' 2x4-16"oc. STUDS --2x4 STUDS 2x8 RAFTERS - 16" oc. 7 SHEETROCK - R-15 INSULATION R-15 INSULATION 1 6"oc. PROVIDE ICE & WATER SHEILD AS EL. +(145 7/8) ,I PM11--LV f ®�® EL. +(to s /s) 2x4 SHOE —R-15 INSULATIO PER NYS CODE ( / ) 1 TOP OF FINISHED FLOOR 3/q" TILE 2x6 RAFTER PLATE TOP OF FINISHED FLOOR 2x4 SHOE Deerkoski Arm & Kehl Associates LLC EL. +(145 1/8") 3/4" DRAGON BOARD 3/4 TILE 3/4" EL. +(145 1/8") TOP OF SUB FLOOR 2x6 D.F. PLATE 3/4" DRAGON BOARD ,--2x4 SHOE ZZ /q' DRAGON BOATILE 16" RIM JOIST TOP of SUE FLOOR EL. +( 44 3/8") R EL. +(144 3/8") PO Box 1675 TOP OF FLOOR JOISTS TOP OF FLOOR JOISTS Southold, New York 11971 1 EL. +(128 3/811) W180/TJ136Ox16" @ 12" oc. —16" LVL BLOCKIING W18O/TJ1360x16" @ 12' o —1x8 AZEK FASCIA EL. +(128 3/8") Phone:631-433-9084 TOP OF WALL � TOP of waLL E-Mail: ssbn654C�Joptonline.net 12" VENTED SOFFIT (AZEK BEADED) FIRE RESISTANC RATINGS DBL. 2x6 TOP PLATE (ANSI/UL 263 L533 OR EQUAL) FIRE-RATED SUSPENDED CEILING — HARDIE PLANK SIDING 6" EXPOSURE UNRESTAINED ASSEMBL RATING - 2HR. SET AT 9'-0" AFF. FIRE RESISTANCE RATINGS SHEET NAME: (ANSI/UL 263 L538 OR EQUAL) PROVIDE FELT TABS AT END OF PLANKS EXAM. BATH EXAM. 30# FELT DBL. 2x6 TOP PLATE UNRESTAINED ASSEMBLY RATING - 2HR. - ROOM ROOM ROOM 2x CDX SHEATHING EL. +NISH F TOP of +.667'NED FLOOR s/8" TYPE "X" -1� DOCTORS ~Rx1 9 INSULATION EL. TOP of FINISHED FLOOR +.4167' " CD 5/8" TYPE "X" E TOP OF 8 FOUNDATION SHEETROCK" 2x6 D.F. STUDS 16'oc. CROSS SECTION IRV TOP OF FOUNDATION R-19 INSULATION EL. +.333' a" 2x6 - 16"oc. STUDS- - I SHEETROCK TOP of CURB R-19 INSULATION 10'-0" 7-8 12—0 12'-8/ 2x6 D.F. PLATE EL. +.25' 3" 2x6 D.F. PLATE EL. +.25' (3") BOTTOM OF FLASHING2X6 D.F. PLATE BOTTOM OF FLASHING 4" FOR TILE AND THINSET 2x6 ACQ BOTTOM PLATE EL. +0.0' 2x6 ACO BOTTOM PLATE ///—LEAD COATED COPPER FLASHING GRADE EL. +0.0' 8"x12" ANCHOR BOLTS 24"oc. AND AT EACH CORNER W GRADE TJI230-117/8" @ 12" oc. TJ1230-11%" @ 12' oc. TJ1230-117/8" @ 12" oc. AS WELL AS WITHIN 12" OF THE END OF ANY BOARD EL. - 6 7/8") (2)14"x11$" LVL GIRDER (2)14"x11$" LVL GIRDER (2)14"x11s" LVL GIRDER 1/2" ANCHOR BOLTS 36"oc. AND AT EACH CORNER EL.(- 6 7/8") TOP OF GONG. SHELF TOP OF CONC. SHELF �N CRAWL SPACE „ CRAWL SPACE „ , CRAWL SPACE AS WELL AS WITHIN 12" OF THE END OF ANY BOARD 3/ 3/ 10'-10/a" 13' 2 4" 8„ 3/ 12-7, -I 3" SCHEDULE 40 STEEL COLUMN WITH 5"x5"x4" TOP PLATE AND r 2" PC. CONC. SLAB 8"x8"x8" BASE PLATE. EL. -73.5" EL. -73.5' 0 o TOP OF FOOTING TOP OF FOOTING 2" 0 2 2 0 L ��,� 2" _ mIrBOTTOM OF FOOTING c-111N N N N BOTTOM OF"FOOTING OF��' ENGINEER; GINE SEAL: —3'— ' j —3'-10"-1 J-2, 8, '�. TYPICAL WALL FOOTING TO BE 2'-8"x1'-0TYPICAL WALL FOOTING TO BE 2'-8"x1'-0" TYPICAL COLUMN FOOTING TO BE TYPICAL COLUMIN FOOTING TO BE JAMES DEERKOSKI PE �f" " 3'-0"x 3'-0"x 1'-0" WITH (4)#5 3'-0"x 3'-0"x 1'-0" WITH (4)#5 Professional Engineer �P A ; WITH (4)#5 REBAR LONG DIRECTION REBAR E.W. EQUALLY SPACED REBAR E,W. EQUALLY SPACED WITH (4)#5 REBAR LONG DIRECTION 9 n •. _ EQUALLY SPACED AS PER DETAIL AND EQUALLY SPACED AS PER DETAIL AND rn ar (TOP OF FOOTING TO BE BENEATH (TOP OF FOOTING TO BE BENEATHZ -!;;1 w #5 REBAR AT 12"oc. SHORT DIRECTION #5 REBAR AT 12"oc. SHORT DIRECTION 260 Deer Drive N (BOTTOM OF FOOTING TO BE MINIMUM OF THE 2" CONC. SLAB.) THE 2" CONC. SLAB.) (BOTTOM OF FOOTING TO BE MINIMUM OF Mattituck, NY 11952 �0 0 � S�2 3'-0" BELOW FINAL GRADE.) 3'-0" BELOW FINAL GRADE.) 631 -298-71 16 •pQ" SSI NPS' OWNERSHIP AND USE OF DRAWINGS: U These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, SECTION1 disclosed to others or used in connection with any work or project other than for which they SCALE Y4' = 1 '-0" A303 have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 978-2015 DRAWN BY: BDK Acceptance of these drawings does not authorize the right SCALE: to build without the authorization of local governing agencies, A303 such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15 PROJECT TITLE & LOCATION: BACK ENTRANCE LOCKED EMERGENCY EXIT 17 74825 --------------- :.11 �, ACCESS EpS LOCKED EXIT ELECTRIC METER TO AUN RO 7 Ak "[1) LLC JANITORS CLOSET BASEMENT E3670 XIT 30 012 MANAGERS4OFFICE r" �''; STORAGE 74825 MAIN ROAD r' �_� - -�� GREENPORT, NEW YORK 11944 -- - 3070 CORRIDOR EXAM _--- STAIRS T.O. 411 I415 TO EXAM -- EXAM 2nd FLOOR i- _ - ® 2HR Fire-rated 416 417 — Assembly 13.12 10'-g° 10'-5% SO EMPLOYEE COATS O 0 WORKNOTES: _ (Notes shall be considered dered typical for items identified and 4t3 ZN l – 3070 2870 3070 3070 shall apply to all some and similar conditions or TVA a EXIT PRINTER-FAX-STORAGE S O locations; all locations may not be noted.) Z o MED.ASSISTANTSTAGINGCl of OFFICE H CORRIDOR = W I CO OR 410 I w� 3070 & CIO r•------- H I I-L- BREAK ROOM II STORAGE w MW TOILET 10 LB FIRE CORRIDOR CORRIDOR I 409 [D:410 410 0 L_____-_ EXTINGUISHER o KITCHEN r _ 408 ADA COMPLIANT °S y.. > - 3 I , 3'-7 4 _ _ I - - -- I' 2HR Fire rated ME ICAL SAMPLES S I - O © D ssembly 13-12 A D SUPPLIES I ` IT CORRIDOR 410 � EXAM CLOSET EXAM EXAM FF D D 406 (4)1.314'x 11.718'LVL Dropped Header — _ _ — EXIT 4=_ - - -- - - - — EXAM - - - - — — � 407 3370 RECEPTION 1 FILE T.O. 404 0 O L — 300 3070 O KITCHEN 0 3068 AC 3 URN Y U CORRIDOR Z g 410 w CORRIDOR ® O ° 410 0 THROOMI WATER TBD-MEDICAL ASSISTANT IT \ COOLER 3070 CHARTING-S RA 3070 C/3 - o (3)1-314'x 1 ' opped Header FLAT SCREEN N COMMON HALLWAY T o E TOILET I Deerkoski Arm & Kehl Associates LLC 0 401 O PO Box 1675 STAIRS AND "�" � � ° 2HR Fire-rated Z c � Barrier 13-1.2 o WAITING Southold, New York 11971 FIRST FLOOR 400 z o Phone:631-433-9084 CD DOCTORS OFFICE DOCTORSOFFICE E-Mail: ssbn654@optonline.net -- Z 403 402 SHEET NAME: L= �-2-3/1/2FIRST IS SECOND FLOOR SECOND FLOOR TENANT SPACE ° MZS LOCATION OF ALARMS � � � VESTIBULE o EMERGENCY LIGHTING i ENTRY VESTIBULE , AND FIRE-EXTINGUISHERS KP EXIT W ALL ALARMS, SMOKE DETECTORS, C/O DETECTORS WILL BE INSTALLED Cn A D MONITORED BY LIGHTHOUSE SECURITY AND IN ACCORDANCE WITH NYS. CODE . ALARM AND EMERGENCY LIGHTING SCHEDULE (VERIFY ALL FIXTURES WITH OWNER) ALL EMERGENCY LIGHTING AND EXIT SIGNS TO BE LOCATED ® CARBON MONOXIDE DETECTOR AS PER NYS. CODE. ENGINEER: Y E 1 o s SMOKE DETECTOR �� ty JAMES DEERKOSKI, PE Professional Engineer �•, ;� HEAT DETECTOR (135 DEGREE ROR / FIXED) 260 Deer Drive HEAT DETECTOR (195 DEGREE ROR / FIXED) FIRST & SECOND F L 0 0 R Mattituck, NY 1 1952 ao/a. 47 Hs HORN / STROBE LOCATION OF ALARMS 631 —298-7116 10 01, I ® PULL STATION EMERGENCY LIGHTING OWNERSHIP AND USE OF DRAWINGS: U BARS EQUIPMENT AND FIRE -EXTINGUISHERS These drawings and specifications including the ideas, design and arrangements represented 0 BARS MOTION DETECTOR therein, are the property of East End Design Associates, L.L.C. No part thereof shall be copied, CT disclosed to others or used in connection with BARS DOOR CONTACT any work or project other than for which they have Kp n BARS KEYPAD East End Design arAsed without ten consent of Associates, LLC. ® 10 LB FIRE EXTINGUISHER PROJECT NO: SHEET INDEX: n° EMERGENCY LIGHTING 978-2015 w EXIT SIGN WITH EMERGENCY LIGHTING DRAWN BY: Acceptance of these drawings does not authorize the right BDK SCALE: ALARM SYSTEM TO BE INSTALLED BY INDEPENDANT MONITORING COMPANY AS PER NEW YORK STATE CODE to build without the authorization of local governing agencies, ALL EMERGENCY LIGHTING TO BE INSTALLED AS PER NEW YORK STATE CODE such as Suffolk County Dept. of Health Services, Town Building 1 4 = 1 —0 Departments, DEC, FEMA, etc. Verify all conditions, codes, DATE: and requirements with such agencies prior to construction. 02-24-15 PROJECT TITLE & LOCATION; BACK ENTRANCE LOCKED EMERGENCY EXIT 740 825 II!. ACCESS LOCKED EXIT TO IRAN A IN 0 A K AD ' LLC JANITORSCLOSET ELECTRIC METERS BASEMENT 36 412 MANAGERS OFFICE 3070 - STORAGE 74825 MAIN ROAD EXIT 414 _ 1 EXAM -- GREENPORT NEW YORK 1194430 CORRIDORSTAIRS T.O.14, 411 415 i TO - - ® 2nd FLOOR EMM EXAM -i- ---� 416 417 — �- +-10,-9 10'-5%' QS EMPLOYEE COATS 0 0 WORKNOTES: I —3,4, 413 (Notes shall be considered typical for items identified and w --~---- � � 3 0 2870 3070 1 3070 shall apply to all some and similar conditions or W N ® j E IT PRINTER-FAX-STORAGE- S) O locations; all locations may not be noted.) \_ OFFICE o EXIT MED.ASSISTANT STAGING Z - L & ® w� CORRIDOR _ � 3070 Ti 10 LB FIRE GO r------- `n STORAGE i EXTINGUISHER BREAK ROOM I —J I TOILET E~ CORRIDOR , CORRIDOR 409 0 1 r KITCHEN --------- � r -- 408 0 LB FIRI ADA COMPLIANT O XTINGUI HER I `i 7 '-7Y4" _ I I I I 1 � � 3 --J ME I I I ME ICAL SAMPLES a ®D I A D SUPPLIES IT -- CORRIDOR ' 410 I F = *,CLOSET I EXAM , I EXAM 405 L I I. - (4)1.314'x 11.718'LVL Dropped Header — EXIT 406 — — — — — — EXAM 407 ss s O RECEPTION 1 FILE Tao O � F4-0-4] L — 3040 3070 p KITCHEN o 3068 ' 10 LB FIRE 31 Ac O Y EXTINGUISHER R URN z 4N&GF44 " I �� CORRIDOR H CORRIDOR .4 � W g 410 w 0 0 O I o TH R00 WATER TBD-MEDICAL ASSISTANT CHARTIN / l LER G S RA C00 �i 1 v C/:) --- --- — — E) — 3070 3070 3070 !y� (3)1314'x 1 ' opped Header FLAT SCREEN N I _ 1.112 HR ire-rated -- ---- — - I La- C/3 -� - T �j - _ ®� Door& semby COMMON HALLWAY 1 = I - I WD LINE OF TRAVEL TO EXIT///CTO I Cf DI r' , 1: 0 TOILET I NEW _ -,,,,STAIRS AIJD I m z 40, ® eer os I, Arm & Kehl Associates, LLc 2HR Fire rated Z 1 o X i 10 LB FIRE Barderl3.1.2WAITING w PO Box FIRST FLOOR i Z Southold, New York 11971 75 EXTINGUISHER \ 400 1 0 Phone:631-433-9084 ' 1 DOCTORS OFFICE DOCTORS OFFICE E-Mail: ssbn654@optonline.net 402 403 1 SHEET NAME: 1 � �-2'-3%,. SECOND FLOOR TENANT SPACE \ U VESTIBULE FIRST & SECOND FLOOR � 399 DISTANCE OF TRAVEL TO ENTRYVESTIBULE EXIT KP EXIT p AN EMERGENCY EXIT FURTHEST DISTANCE FROM FURTHEST DISTANCE FROM TABLE 1014.1 TABLE 1014.1 THE SECOND FLOOR OFFICE SPACES WITH ONE MEANS OF EGRESS THE FIRST FLOOR OFFICE SPACES WITH ONE MEANS OF EGRESS TO THE EXTERIOR OF THE EXAM . RM417 TO THE EXTERIOR IF ONE MEANS OF EGS OCCUPANCY MAXIMUM OCCUPANT LOAD BUILDING Is 9�� OF THE BUILDING I S 5 8 -9 r� OCCUPANCY MAXIMUM OCCUPANT LOAD RES BUISNESS 50 BUISNESS 50 WAS BEING USED THE ENGINEER: E I ,FIN` AL: FURTHEST DISTANCE FROM ��''� JAMES RKE UTHE FIRST FLOOR OFFICE -T, Engineer � TABLE 1015.1 FURTHEST DISTANCE FROM TABLE 1015.1 EXAM . RM417 TO THE EXTERIOR 260 Deer Drive z1: ° r. Lu EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE Mottituck, NY 1 1952vo THE FIRST FLOOR OFFICE OF THE BUILDING IS 731 -511631 -298-7116 OCCUPANCY WITHOUT SPRINKLER EXAM. RM403 TO THE EXTERIOR OCCUPANCY WITHOUT SPRINKLER �5i6N - BUISNESS 200 FEET OF THE BUILDING IS - " BUISNESS 200 FEET OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including he ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of FIRST & SECOND F L O O R East End Design Associates, LLC. DISTANCE OF TRAVEL TO PROJECT NO: SHEET INDEX: AN EMERGENCY EXIT DRAWN BY978-2015 : Acceptance of these drawings does not authorize the right BDKSCALE: to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1/4" = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DATE: 02-24-15