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Home My WebLink About39580-Z o�Og11GF�t,fCQG Town of Southold 12/6/2017 P.O.Box 1179 a• o _ : 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39356 Date: 11/21/2017 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 64755 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 56.4-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2015 pursuant to which Building Permit No. 39580 dated 3/3/2015 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: cooler addition to an existing commercial building as applied for. The certificate is issued to CHLOEM LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39580 6/1/2017 PLUMBERS CERTIFICATION DATED Aut rued Si Lure 4yo5�F aF too TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39580 Date: 3/11/2015 Permission is hereby granted to: CHLOEM LLC PO BOX 1802 Southold, NY 11971 To: Cooler addition to an existing commercial building as applied for. At premises located at: 64755 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 56.4-22 Pursuant to application dated 3/3/2015 and approved by the Building Inspector. To expire on 9/9/2016. Fees: COMMERCIAL ADDITION/ALTERATION $634.40 CO -COMMERCIAL $50.00 Tl: ota : $684.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or " topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. + 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 1,5- New SSNew Construction: Old or Pre-existing Building: (check one) Location of Property: (off�7�5® t,\4 A t c1 Z*op l�, �Z i 75- s w—i 4a" House No. Street Hamlet Owner or Owners of Property: 0,14 LoZ1\4 LI-C. �CNA.2t-t F' MA+J &VA.fMiv j Suffolk County Tax Map No 1000, Section Block ®y Lot 7— Subdivision Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: CIAL.Or ZA LLL C-144g. e MAtJWNP,,f_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ rf-- Applicant Signature pF SOUry®lo Town Hall Annex Telephone(631)765-1802 54375 Main RoadN Fax(631)765-9502 P.O.Box 1179 aQ roper.richert(a-town.Southold.ny.us Southold,NY 11971-0959 Q , COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Chloem LLC Address: 64755 Route 25 City: Greenport St: New York Zip: 11971 Building Permit#: 39580 Section: 56 Block- 4 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Switches Twist Lock El Exit Fixtures TVSS Disconnect F00A Other Equipment: 100A Disconnect to Supply Power to Walk in Freezer. Notes: Inspector Signature: Date: June 1, 2017 0-Cert Electrical Compliance Form.xls JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: April 26, 2017 D DD To: Town of Southold Building Dept NOV 2 1 2017 Re: Framing, Strapping, Insulation Inspections � 7 t`5 1'..F�t t 7 17 T. Southold Fish Market TOWN OF SOUIHOILD 6475 Main Rd. (Rt25), Southold,NY 11971 Permit# 39580 SCTM# 1000-056-4-22 This letter certifies that an inspection was performed on the freezer at the above mentioned property and all Framing, Strapping, and Insulation was installed as per plan and meet all state and local codes. Any questions feel free to call. ©F NEW Y Sin erely = . SQA p' 2� J es Deerkoski P.E. S NOV 21 2017 TO-WI-4 OF S®UrROLD q ��D oF souTyo� I N O couto,0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] P LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 029V 30 /G INSPECTOR W `� SO(/l�o TOWN OF' SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATE ®� Q �� INSPECTOR Q • 11� Wolof • • 11 STATE ENERGY COE AN MA NO F y - 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 2 Survey SoutholdTown.NorthFork.net PERMIT NO.✓ 9 Check Septic Form N.Y.S.D.E.C. Trustees �D � C � � � � C.O.Application Flood Permit Examined ,20 Single&Separate r- MAR - 3 2M Storm-Water Assessment Form Contact: Approved ,20 BLDG DEP Mail to: CHWF_M LL(-. Disapproved a/c TOWN Lp P6 gv & 1 %6 'Z s o-S E6L"s Phone: E) i - 767-I 6®75 Expiration 120 �q'� - �W - J7 2-00 ul m Insp for APPLICATION FOR BUILDING PERMIT Date 03 -0 Z- 520 15 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises CHLOEM LLL, CQ�APM-_i A,.i RR_,N (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. k n Plumbers License No. AT Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: OTTS N.6,tr'k ?©NtD (RT Z! � So�i�tc�LD C ��ra2� Rea t0� House Number Street Hamlet County Tax Map No. 1000 Section "B8ck. ' ��' _ Lot ZZ ___� ,CSF,HI 14 ,_ _;�F}}f-Jr:_:ir:01i "C.';f.7f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occ pancy of proposed construction: a. Existing use and occupancy f �' 7�uis�rEs� O�w�p�,.scH he`, IF'sl+ NJ b. Intended use and occupancy ��'�s��sS ��r I�e0� I F/5i4 MAtt�-�-� 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ZS �®3 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Pr Number of.dwelling units on each floor ISA If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t�1`'Ct 7. Dimensions of existing structures, if any: Front c "7 /Z Rearc�`1 0 �tl Z Depth 9�' 6 '/y 't Height Number of Stories 9 Dimensions if same structure with alterations or additions: Front t 'h Rear Q 9 Depth !01 - & /q" Height �-®'-4°' Number of Stories 1 8. Dimensions of entire new construction: Front Z LI -0 Rear Z L/ a'� Depth Height jq-O" Number of Stories t 9. Size of lot: Front '306 Rear 1 Br?. l I ° Depth 2-00` 10. Date of Purchase Z®I Z Name of Former Owner Na,--t 4 -PAX:—IryF--(S 11. Zone or use district in which premises are situated C 9 SLt 000- Nj 6-Tzic.% 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—A 13. Will lot be re-graded?YES NO_Will excess fill be removed from premises?YES NO X Q14LdE:M LLC- Rz- 43 ox 10002 &19 - ?(,'? 14.Names of Owner of premises Address 50TrL+Zcca MY I R'71 phone No. (oat- 7&S'--3 Z oo Name of Architect bA,,/- t_ N%rzL, L-- Address Po�� 1675sSw®vto� hone No 631 -Y3 3-90cil'-1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ON FtLf 18. Are there any covenants and restrictions with respect to this property? * YES NO—X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SQF'F�ou-L- ) /0AWF-M LLLbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing co ract) above named, (S)He is the 0WtjRf... (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 3rd day of GrG� 2015 a V�4 X. �) - Notary Publi TRACEY L. DWYER Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2015 W, rS1JFFQ1r Scott A. Russell ST(O��I� WA F E]E, SUPERVISOR MA\,NA.Gt]EM1ENr]F z. SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'Gj 'own of Southold CHAPTER 236 - ST0RIV1WATFR 1VLANNAOEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) IDES THIS (PROJECT INVOLVE ANY OF THE FOLLOWING- DOES ALL THAT APPLY) 3 yes IN ❑R A. Clearing, grubbing, grading or stripping of land which aff ects more ; than 5,000 square feet of ground surface. j ❑ r B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. � []f ri��psratio� sp . ich- e,Yceed 11 feet vertical rise to 100 feet of horizontal distance. :' FIR D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. t ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [�®-F.- Installation-of new-or-resurfaced-impervious surfaces-of -1;000 square - feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement. of impervious surfaces. '. If you answered No to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wish your Building Permit Application. ' S.C.T.M. 1000 Date: APPLICANM (/ T: (Property OwnertDDMgnProfessional,Agent,Contractor,Other) Dwrxt ry NA E t_knw L 9'IAT.(W dLP�.1�1 C14A..C)F_M (►U., ��o `I C73'OZ—1� Section Block �[ Let + 4 7 L /� tSgwlV;e) - sv:s.•.I'l�t] `�LiIL)�I1#t..i J(:�:��i,i1�lEN^t �t .'.l. �Iil'L3 A•tc Contact Information: l�3 1 � v✓�-I� - ___ Reviewed 13y. Property Address / Location of Construction Work: - - - - -- - - - -- = -- - -' - - Aporoved fcr procesau:g B,iddtng Permit (,gL47S'S MNti l RT Z� _. Storn-water Management Contio{ -1 n Not Regt,ired — - - �OJ L EkQ1rt, ��.__- I1� `� >tQlfiiWalCr fy)'1 .,�Ci11 Ilt CJl;tiot J1:;n,a Requirfv El S w ward to Digme•-r-ag Df p r,r:jelll fo,Revitvy i Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)765-g5�2, P.O.Box 1179 e� roger.richert own.sout ❑g.ny.us Southold,NY 11971-0959 ® �� BUMDING DEPARTMENT s TOWNGFSOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� . � 5� � Date: 1 Company Name: f ,� Narne: - License No.: � Address: ®C� (V_nn, 5ou Abd - Phone No.: ® ` _ JOBSITE INFORMATION: (Indicates required information) *Name: X 10 P_ =Address: *Cross Street: *Phone No_: 17 -3 1 7 7c>Z Permit No.: ,�9 0- ;- Tax-Map District- 14 0 Section: Block: Lot ad- s {BRIEFDES=ON OF WORK(Please Print Clearly) t C- I - - i (Please Circle All That Apply) I Is fob ready for inspection: NO. Rough In Final *Do-you need a Temp Certificate: YES/ O Teem Information{If=needed} , 1 *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other . I ' *Nelm Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION C'82-Request for inspection Form \� RR � _ Town Hall Annex �•� y Telephone(631-1802 54375 Main Road � Fax(631)734-9502 P.O. Box 1179 N Southold, NY 11971-0959 1 BUILDING DEPARTMENT NOTICE OF UTILIZATIOWOF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR-TIMBER CONSTRUCTION Date: 03—®Z Owner: LLC- J MA Location of Property: MA11a Please take notice that the (check applicable line): New residential .structure X Addition to existing"residential structure CorhME2c_aA_L, 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) �C Floor and roof framing (FR) Signature: Name (person submitting this form): eINNA,r �I NfIl Capacity(check applicable line): Ij JL -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 — -- --- --- ---- DEStGNA'TMN-FOR-STRUCTURiA - - - - -- •.--•--- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFIWOV SIGN t CCMDUANCE 1MTH 19 11CC R PART 1205,,Aq NXMSC-LE CODES DIVISION B AI1/lDLE TRUSS IDENTIFICATION SIGN! DATE:03(08(2005 NEW YORK STATE DEPARTMENT OF STATE -^ 1 DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION �UEPARjbtENT��F,%5;btf&: 39590 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS %';. ! ';WXI"; � ® PM �;. /. TYPICAL D -Aa K ASSOCIATES LLC 24' FOUNDATION DETAIL residential & commercial design ®engineering o consulting SCALE:Y2"=1' P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 fax: 1631)466-3354 E-Mail: ssbn654Coptonline.net Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - .._ — ---- — - --- - II OWNERSHIP & USE OF DOCUMENTS: '-=---- -- ----------------------- ---------------------- ---- ---- --- --- ----- 9 P 9 - ;• 7q, . These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, I 4"I _'` 1 LLC. No part thereof shall be copied, disclosed PROVIDE 2" THICK DOW BOARD to others or used in connection with any work VERTICALLY AROUND THE INTERIOR 2 I or project other than for which they have been PERIMETER OF THE FOUNDATION prepared without written consent. I =1 I I PROPOSED WORK NOTES: - 1 =I FREEZERPROVIDE NEW 2" RAISED I I Revised) Anchor Bolt Location 12-15-15 1 1 ADDITION CONCRETE SLAB WITH 2" r°' I I THICK DOW BOARD ACROSS THE ENTIRE SLAB, TO BE 4" I I COVERED WITH 4" P.C. 2SLAB W/6x6 10/10 WWM. ROVIDE 3" DRAIN 1 ° I o I I (VERIFY WITH OWNER) 1 I INTERIOR OF REFER TO BE COVERED WITH FIBERGLASS CDX INTERIOR SHEATHING 'Cn1s."I I I R-21 INSULATION PROVIDE 416"x`12" HONCH ALONG WALL OF EXISTING COOLER ' = - - - - - - - - - - - - - - - - - - - - - - - - - - 2X6 CONSTRUCTION _ . AZEK SHEATHING I r- - - - - - - - _ - - - - - - - - - - - - - - - - - - N � � 2X6 ACQ SILLS VERIFY LOCATION OF EXISTING I DOOR TO REFER. 4" PC. SLAB W/ 1 OX 10 WW II I I --------- ---- ----------------- ------- PROJECT: PROVIDE NEW 2' RAISED ` CONCRETE SLAB WITH 2" PROVIDE TROUGH I 8"x 18" ANCHOR BOLTS O 1 ) THICK DOW BOARD ACROSS DRAIN IN REFRIGERATOR THE ENTIRE SLAB, TO BE 4'-0"oc. 1 AS PER OWNER SPECS. 4„ COVERED WITH 4" P.C. I `�' TED F SLAB w/6x6 WwM. 10/10 2,) 2" RIGID INSULATION CHLOE LLC ■ EXISTING 4 11 1 I I _ 8" PC. FOUNDATION WALL SLAB CRAWL SPACE 1 1 "_4 I I =_ •� � 2X4 KEYWAY I I I8„ I Southold 0 TYPICAL CONCRETE FOOTING 1 '-4"x 8” MIN. 3'-0" BELOW Fish Market I "J FINAL GRADE. 16'-9j" 17'-7" 1 I N LOCATED AT ih I LCRAWL SPACE j -6" I 64755 MAIN ROAD I I (RT. 25 Nz SOUTHOLD, NY. 16'-11" O 4" I I a i I (GREENPORT FIRE DISTRICT) SCTM # 1000-056-4-22 i' T CRAWL SPACE CRAWL N 10'-9g" 13'-6" � Oa 1 I DRAWING TITLE: SPACE00 LCRAWL SPACE N 4" F I (D I SLAB °,� 1 I N N N FOUNDATION PLAN N T I SLAB N _4„ 8„ N CoI I 4„ I I CRAWL SPACE ¢ I I w E -41„ 11 7,-4„ a Q 1 I CRAWL SPACE I Q II II O 1 r O O O 0 O O II li a 1 i SET: ISSUED FOR: DATE: II II = J II I I I U� II � J II II — J I L� > Ca IICD x II II4 CP r W II �.3C II CRAWL wll 10' T z o a L--------� - 4„ „ STEPS 4" SPACE 1 L_ — — — -� I I 6 DEC ' 2015 0G 0 CO _J CPI I �� Z 0 QLO U I 7' SEAL: DATE: 7 —8"' FEB 21 , 2015 PROJECT NO: A DRAWN 9B 9-2015 OF NEW YD BDK �P •y © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. g DEAR�0 NECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 4.+a `� JJD FOUNDATION PLAN UNDER FEDERAL COPYRIGHT LAW. � ,'�, . �` �� PLANS MAY NOT BE REPRODUCED WITHOUT mFc-, EET NUMBER: WRITTEN AUTHORIZATION. SCALE: do 4 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF OA 13%10 1 D.A.K. ASSOCIATES, LLC. R�FESS\ INDICATES NEW --------— FOUUNDATION WALLS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, 'j' ,' FASTENING AND TIE DOWN DETAILS �%"� i/r�%� ,- - KMI D a A a K ASSOCIATES LLc residential & commercial design a engineering o consulting 506 Main Street phone: (631�767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888C001•com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: CONTINUOUS RIDGE VENT These drawings and specifications including the ideas, design and arrangements represented 2x12 RIDGE BEAM therein, are the property of D.A.K. 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 2X10 —16"oc. RAFTERS prepared without written consent. WORK NOTES: ARCHITECTUAL ROOF SHINGLES Revised Anchor Bolt Location 12-15-15 "' CDX ROOF SHEATHING 30# FELT ° ATTIC ° CHLOEM LLC . ° 101 Commercial h h 6 _1 _1 11 -1 _1 1_)r_y__"11� -I -I h r—)(—)fi BuildingULK�0 IT— LOCATED AT 2X8 CEILING JOISTS @16"oc. - - 64755 MAIN ROAD R-30 INSULATION (RT. 25) 2x6 — 16"oc. STUDS NEW FREEZER UNIT REFRIGERATOR DBL. 2x4 TOP PLATE PROPOSED EXISTING EXISTING EXISTING EXISTING SOUTHOLD, NY. VINYL SIDING CUTTING 6068 DBL DOOR I CUTTING GREENPORT FIRE DISTRICT R-21 INSULATION TO BE BUILT WITH — IN ROOM ROOM a � THE NEW STRUCTURE SCTM # 1000-056-4-22 DRAWING TITLE: SEE DETAIL CROSS SECTION 2x6 DOUG FIR SILL A101 2x6 — ACO SILL a e ..' � e � e . e . --------------------- - ------------- "x18" ANCHOR - - -- -- - ------- ---------------- ----- -_ •d - - . . e BOLTSINSTALLED AS Y - • PER NYS. CODE. t b ., W E f S EXISTING 8 PC. - FOUNDATION d - WALL SEE DETAIL = a e :. ; " • ET. ISSUED FOR. DATE. ^k— �— ' — 4 TYPICAL CONCRETE FOOTING 1'-4"x 8" MIN. 3'-0" BELOW FINAL GRADE. 4"L,8 y 4 1 6' ACROSS SECTION A SCALE: "'=1 ' SEAL: DATE: FEB 21 , 2015 PROJECT NO: of NEw 979-2015 Y DRAWN BY: NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC, Cl) �U 'f BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `r� � � .A, . L A � �� ,� CHECKED BY: AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL UNDER FEDERAL COPYRIGHT LAW. 14,, ` s '� w!i JJD HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA PLANS MAY NOT BE REPRODUCED WITHOUT !;; ; :z HEIGHTZ �,, /,�•i SHEET NUMBER: • WRITTEN AUTHORIZATION. s ; . ; ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. 301 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: VERIFY ALL FASCIA ASND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES JIDEERKOSKI, PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D•A•K ASSOCIATES, ue agencies prior to construction. PROJECT TITLE & LOCATION: OGCUMNCY OR CHLOEi LLC. IS UNLAWFUL � ��-0��k�4'�-�g�� v'A�� - CHLOEM LLC. USE _ TIONS REFERENCE=D TO N. A. V. D. Southold �iTHO'1T CERTIFICAI E DATE: ��/�r5'�.p.{� � �-- �-- �' SITE PLAN OF PROPERTY, OF OVUPANCY O I, Y c3U,._?I .(7 . 1;; i !�l N/�/F ;POLE UTILITYAT ARSHAMOMOQUE ish ret 7GJ 180? !,i`I 'l) •" �5,n Fi�i i 71 L. STEP FOLLOlATNu HEN PATTERSON III �c EDWIN TUCCIO TOWN OF SOUTHOLD LOCATED AT IF! 1. FOL"',DA. J - Tlti'0 f� QUIr,ED FOR POUr:ED C,G"d' a' TE SUFFOLK COUNTY, N Y 64755 MAIN ROAD n+:I• STOCKADE FENCE AS PER TOWN CODE N53°26'00"E STOCKADE FENCE AS PER TOWN CODE 187. 11 ' -. z. ROl1�.H - FFt,:. .;�;c; k.. r L.hi14iL.:ll•..7 �oo� X6 � (RT. 25) 3. INSULATION X I MH CUTOFF WATT X, >>GRASS OR 4. CE C - c-ETLTi UCT!c_1 �. �� '" R FinM vnSTo,sRo� 7 S. C. T. M. 1000-56- 04-22 SOUTHOLD NY. EE COI','i'Li=Ti= FC C,1_1. �O cj LANDSCAPED vQ ' J� � p1 _, >., `"al pF� I- �Q P PERVIOUS ROAD TO BE CO STRUCTED AR I SCALE.' 1 ��=20 , {GREENPORT FIRE DISTRICT) !tJ_l_ CO:v7i'r:J(.>Tia u.;:.l. ( T TH Q\� ® SAME AS FRENCH D AIN REQUIREN 7_NTI' 0�""( :,7 C;OI:-F;v��1=N1=�� P YQRr; STATE. Iw`1i REti`Oi;G11::LC_ (16)8'DIA.X4'DEEP SCTM # 1a00-05V�4-22 3'EFFEOT�6E 28" DIA, TREE r� DESIGN oi� ccrJs-i';;LlcTlcl� 6uF _ _ _ _ JUNE 20, 2012 +f t n 1 n� OF �18" DIA. TREE -R�G WIT FIC I `•• GV I i-i_''. t, I I I`t :�! .i CODES �� E41RI SLABS W/ -- EP ! I & TOWN_ CODES - / 8" .�o< 6 i, o_ NEW YO K 5Tl� OF Pp X>> AUGUST 15, 2012 (REVISIONS) WORKNOTES: i EP ';� SLP r P�'- o�,' `- AUGUST 16, 2012 (CERTIFICATIONS) <�ONDIIION I/ L0 1, 6" '\� GR S OR LANDSCAPED AREA AUGUST 22, 2012 (REVISION) (Notes shall be considered typical for items identified and AS REQUIRED A e'.� U v , o % /�: �� ' �o -�__ '6•' 0- DIA 7EE "P`, Z SEPTEMBER 18, 2012 (TOPO & CORNERS SET) shall apply to all some and similar conditions or r -� �' 1F• UTA. TREE! P" ;� 1•"� � eo'� 12"DIA, TREE � locations; all locations may not be noted.) I LP , �a AREA-46309 SQ, f T. NOVEMBER 23, 2012 (REVISIONS) SO 12" DIA. TREE Y EP +I ; _ S", Q oLP Q�yoc p ' n.,__ r �T i;�,'E, ? �J�CC -6 GRASS OR �; LP` .,_ : " .*�d�e�y� S` $ � LANDSCAPED // `� I ® O 6 6 SR ® I ( ((A 1) (REDUCED THE NUMBER 'OF PARKING LOT FIXTURES MH 50 WATT ` AREA LAMP sT o,s- 6++1 L '- ASS OR 00 FROM 17 FIXTURES DOWN TO 12 FIXTURES) 1' I( E LANDSCAPED cz MH 250 WATT o, B/ "-'. % LP`` ,� LPfl �` % ' ' NO AREA m\ N 2 INSTALL "EXIT ONLY" AND "ENTRANCE ONLY" SIGNS FULL CUTOFF FI%NRES Y W �'' `` ' f �' O�i LAMP POST O 15'-0" ^' EP `, 1 i ` `" X �� +O "r X / �� t g 8+ ' O, S E COVER 6' o `� ' A b PARKING 7 7 , N ON ROAD FRONTAGE) TESy}110LE ��n = 6' TO O� R El,' 9:,1 ( ) PARKING PT r, / INC 1 1000 GACLP TANK D EL e.a 1'L 1 P 1 SP CES PARKING PO; O I • NOVEMBER 30, 2012 (REVISIONS) ��}� N �� ► -pICA� w Ft ® V�V Ep ®FULLCUTOFF NRF�S F�� 1) (Provided Internal Backlight Shields to reduce the O O `+` ' "X ' LAMP POST O 15'-0 I • I PIPE O \`Xi -- - -- C-9 ASPHALT \\ amount of Backlight at the Rear of the Fixture p XB3! \ LINE F_GR_A gLLAR� , �\ z o to meet the Local Code.) PJF QP a/ / Q o 3 Q 3 \ = Q z 2) (Provided "NO PARKING" Signs at the Front of Buildingto Insure that no parking will occur QpQ G� 01 G U X N o �° b F- o N o XB ` `� 15'X45' -21.z' o \ P 9 ~ °' BERTH I m between the building and the road) / o ASP ALT a2 o Ftr't INSPECTION -- -- -- -- - -- J I z m A� �\ , tU1R�D �E�®�E ��' GRASS TO TCN sEPT1c }� / OR ^' � K \ \ I fT1 F�1 E MH 25o A 'V H 250 WATT _ LL CUTQFF FIX S J D OPOPENING O / FUL CUTOFF FIXTURES P0 -1 O I j B,D PITCH \� Q �P ? ®La P POST o 1s'-n' / D (5 EFF E5p) \ ) ' fT1 cc ogo�o• / oo r -------� TO DRAIN b 9' D GRAS OR D Ic 1 5 A io 1� I 24.0 6 X O /J� 6' LANDS APED '� -M K 8'DEEP1 I �k I MH ®wA 5 X rr 1 r Tcy AR A / + EFF.DE ROPOSED %a //�(/ �r*1 '�) I � ( L CUTOFF FIX ES 0 (� QO ® 12" DIA.'TREED �R q // GT SE g p,'`O lI O FUN TER AMP POST -o ASPHALT MH 250 WATT /N / D�!`P) I I I 22.0• �\ V FULL CUTOFF FIXTURES 24 D' \ ROADWAY \ - n �' LAMP POST O 15-0• \ / I ' - - - I > O �, X8.2 q M M n 2.D' i X .G k T` " - = y j•i; / ii /,w��i.'i'i;:/.; //+`•% s�/;;,//J/,'",i /A C� MH 2so wa7 r / % G�aiJ';.;;;i a s g. 35.4' - LOADING N // / r� FULL CUTOFF FlXTUKE LAMP POST 9'15'-0 o D MIXED SAND AND LOAM TEST HOLE DATA X6 �� 45.2' Z�NE o 3' N.T.S. ELEV.9.3' ROOF DRAINAGE CALCULATIONS: �� GRASS a� a R \ ® / q 6 (,� AD q D M® MH POSFF�AI SU O S / ,I� \ VJ X -� ASP Ro 1 F.F. EL. 12.5' ROOF MIXED SAND TEST HOLE DATA PREPARED BY •- L4jLT I W r RUN-OF M V 4.8' MCDONALD GEOSCIENCE BORING pp�� 10'x4'-6" (n Tl -I '.' I �I \ � 0'%4•-e• 'm LEPOOL , fig' �` Z'•2' � � DONE ON 08/26/09 ROOF AREA=3505 sq/ft _ ITCH \ EPCOHOIN i W I�1 WATER IN MIXED SAND ONE STORY FRAME BUILDING PITCH V=AxRxc e X90' T D GR SS OR ~' ! \� RAIN \ I NO PARKING ( TO DRAIN = C 9' D A K ASSOCIATES ST \ LANDSCAPED ` D A=3505 sq/ft residenilal a, commercial design .en ►Heart OP" ' \ AREA N 17.51 z WATER IN BROWN CLAYEY SAND SC " r SIGN �J 5 9°�/ �' \ 20 Q . 8. ' "NO � 9 n9 consulting R=2 RAINFALL= .17s# I�/ ^� 12.1' ' /ZONE EXIT' I NO D 13' C=COEFF. = 1.0 . ER Sly 0 V \ "STOP" `- =_` -- 40.4' O 2' / MH 250 WATT SIGN �G\X t�� EXIT" z - - fXj7. SIGN 1 - ^SSL - FULL CUTOFF FIXTURES Q� �L 5 SIGN C k ASP ONLY" \ 1� � LANDSCAPED AREA - MP _ IDE e o�, V=3505 x 1 x .166661 =584.18 C.f. phone: 163114339084 j [ISO TIO - O TER P.O.Box 1615 6� HALT SIGN 4 "" LANDSCAPED-AR_€_A A NE CIN`D LANDSCAPED AREA 'U $OUtt)OId,NewYaic 11971 fCD( 631 466- 54 "EXIT 'N PARKING"- - "NO PAR ING" "ENTRAIN E EN E , D 585/68.38 VERTICAL FT./FT. =8.56 V.F. E CONCRET 7'7\ONLY" N METE SIG ONLY"' 22.0' ON PROPOSED USE 2 10' DIA. POOLS 4'-6" DEEP=9 V.F. E-Mail: ssbn654@optonrine.net +6'9 AP E TI LIN 30 SIGN ROADWAY SI NEW CONCRETE WATER IN BROWN CLAY CH ( ) Deeekosk,Arm&KehlAssociates,LLC•fomlerfyE-astEnd Design nssxbres,ULC ON SIGN--- UNCEFIiV O ,:,r� r� r T- 6g 7.7'1-SIDE - - ED CURV - 1-SIDE I E APRON _ ---._ _E ASPHALT 300 /--- -- B---- g•1 --/ ' GRAVEL - - N51 °3720"E OR , , :-., . SHEET NAME: --�' --•-� - -- T 20.17' 585/42.25 VERTICAL Fr./FT= 13.85 V.F. "> --_ CONCRETE CURB '- - _ T APRON SIN ��W G X) X) '' - X as' USE(4)V DIA. POOLS 4'-0" DEEP= 16 V.F. z 6 '6 EDGE QE EMENT PA , SITE PLAN '; � WATER IN BROWN SILTY SAND SM ROAD LINE ESTABLISHED FROMo� ROAD _ �S- R. 25) 53' DEEDS AND OFFICE INFORMATION _ / WATER IN PALE BROWN FINE SAND SP 257_2a 63' ++E _ COMMENTS: WATER ENCOUNTERED 4.8' BELOW SURFACE N69 GRANITE HIGHWAY 2� E HIGHWAY - SANITARY CALCULATIONS: SEWAGE DISPOSAL SYSTEM DESIGN: MONUMENT- - S51 °37'20"W o =KEBAB SET GENERAL NOTES: 10' DIA. x 1' DEEP LEACHING POOL = 31.52 VERTICAL FEET e=STAKE SET 1. HAY BAILS WITH SILT BARRIERS SHALL BE PROVIDED DURING CONSTRUCTION 8' DIA. x 1' DEEP LEACHING POOL = 25.00 VERTICAL FEET (AS REQUIRED BY TOWN OF SOUTHOLD TRUSTEES & NEW YORK STATE D.E.C.) 2. ALL SEPTIC SYSTEMS AND DRAINAGE IS TO MEET STATE & LOCAL CODE. SEPTIC TANK REQUIRED:* USE 168.36 GPD (USE MIN. SYSTEM) x 2 DAYS = 336.72 GALLONS REQUIRED (1) 1,200 GAL SEPTIC TANK WET STORE W/ FOOD (1) 8'-0" DIA. x 5'-0" ROUND SEPTIC TANK (DELI/TAKE-OUT WITH MAX. 16 SEATS SINGLE SERVICE) EXISTING (2) 10'-0" X 6'-0" ROUND SEPTIC TANK (EFFECTIVE DEPTH 5') ENGINEER: ENGINEER'S SEAL: ALLOWABLE SANITARY FLOW (DENSITY): GREASE TRAP REQUIRED:* OF NEW y D.A.K. Associates LLC. AND ITS GROUNDWATER MANAGEMENT ZONE IV 168.36 GPD X 1 DAY (USE MIN. SYSTEM) = 168,36 GALLONS JAMES DEERKOSKI, PE F' DEER 0 PROVIDE A 1500 GAL. GREASE TRAP LOT COVERAGE CALCULATIONS: MEMBERS ARE NOT ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 GPD PER ACRE (1) 8'-0" DIA. X 5'-0" ROUND GREASE TRAP Professional Engineer dos 600 GPD / ACRE x 1.063 ACRES = 637.8 GPD EXISTING (1) 8'-0" DIA. X 6'-0" DEEP ROUND GREASE TRAP (1500 GALLON) 260 Deer Drive � � w TOTAL LOT AREA = 461309 SO. FT. RESPONSIBLE FOR SAFETY Mattituck, NY 11952 '�' `�' EXISTING BUILDING AREA = 2780 SO. FT. = 6.00% LOT COVERAGE (MAX 30% ALLOWED) (EFFECTIVE DEPTH 5 ) AND SECURITY RISKS DUE TO SEWAGE DISPOSAL DESIGN CALCULATIONS: 631-298-7116 2J, '�- _. •.�o� �� LEACHING POOLS REQUIRED:* FO °• 7 `' � NEW BUILDING AREA INCREASE = 382.79 SO. FT. = .84X LOT COVERAGE AROF P 168.36 GPD 1.5 = 112.24 SQ FT 25 VERTICAL FEET = 4.49 VERTICAL FEET ESS � TOTAL BUILDING AREA = 3162.79 SO. FT. = 6.84% LOT COVERAGE (MAX 30% ALLOWED) INADEQUATE LIGHT LEVELS. BUILDING / / / WET STORE W/ FOOD: 2707 sq. ft. © .03 GPD = 81.21 GPD REQUIRED (9) 8' DIA, x 2' DEPTH (EFF. DEPTH 6") = 4.5 VERTICAL FEET = 112.5 SQ/FT THIS IS NOT A RECOMMENDED KITCHEN / GRAY LOAD: 726.24 sq. ft Q 0.12 GPD = 87.15 GPD EXISTING (16) 8' DIA. X 2' DEPTH (EFF. DEPTH 6") = 8 VERTICAL FEET = 200 SQ/FT OWNERSHIP AND USE OF DRAWINGS: LANDSCAPED AREA = 20,316.21 SO. FT. = 43.87X LOT COVERAGE (MIN. 20X REQUIRED) LIGHT LAYOUT. IT IS A DESIGN EXISTING LEACHING POOL, SEPTIC TANK AND GREASE TRAP g g PARKING LOT / SIDEWALK. AREA = 22,830 SO. FT. = 49.29% LOT COVERAGE TOTAL HYDRAULIC LOAD = 168.36 GPD ARE EMPTY AT THIS TIME These drawings and specifications prose n the BASEDUPON THE SOUTHOLD ideas, design and arrangements represented /'+ NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC therein, are the property of East End Design TOWN CODE - ARTICLE -172. Associates, LLC. No part thereof shall io copied, WATER TO BUILDING IS SUPPLIED BY SUFFOLK COUNTY WATER AUTHORITY disclosed to others or used in connection with AREAS OF NEW ADDITIONS AND EXISTING AREAS TO BE ENCLOSED, any work or project other than for which they have been prepared without written consent of ALREADY INCLUDED IN TOTAL NEW BUILDING AREA ABOVE PARKING CRITERIA: GRADE East End Design Associates, LLC. NEW REFRIGERATION ENCLOSURE ADDITION, TOTAL AREA = 288 SO. FT. BUILDING AREA: 3162.79 sq. ft. @ 1 SPACE/ 100 sq. ft. = 32 SPACES 3' LAYER OF 1 STONE- 6" TON E NEW ADDITION TO EXISTING 58.59 S0. FT, COVERED LOADING DOCK AREA = 77.99 S0. FT. 6 OF RCA SITE PLAN INFORMArl,ION IS BASED PROJECT NO: SHEET INDEX: NEW NORTHEAST CORNER OF BUILDING ADDITION TO BE ENCLOSED AREA = 16.8 S0. FT. TOTAL PARKING SPACES REQUIRED = 32 SPACES 30" 12" OF B AN K R U N 979-2015 = 8 .79 SO. FT. SEE ABOVE) _ ON LAND SURVEY PREPARED BY DRAWN BY: TOTAL NEW ADDITION AREA 3 2 ( PARKING SPACES PROVIDED = 32 SPACEStrlzk e, HANDICAP SPACES PROVIDED = 2 SPACES 9" OF SAND PECONIC SURVEYORS, P.C. BDK = 5 FT. _ SCALE: EXISTING COVERED ENTRANCE AREA ON NORTH SIDE OF BUILDING TO BE ENCLOSED 5 .2 SO. TOTAL SPACES PROVIDED = 34 SPACES LICENSED LAND SURVEYOR IS 49618) EXISTING NORTH -f- SOUTH EXISTING ROOF AREAS ON EAST END OF BUILDING TO BE ENCLOSED = 105.58 SO. FT. TYPICAL FRENCH DRAIN CONSTRUCTION 1/4" = 6'-O" TOTAL EXISTING AREA TO IBE ENCLOSED = 160.78 SO. FT. (SEE ABOVE) NO PARKING LOADING ZONE = 5 SPACES NOT INCLUDED DATE: IN ABOVE CALCULATIONS FEB 21 , 2015 GENERAL NOTES: SAFETY NOTES: COMMERCIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION.CONTRACTOR N 0 T E S Wood: , ' ® � NLLI It P 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °A°K ASSOCIATES LLC B. LOCKED AREA. residential d, commercial design.engineering.consulting GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631)767-6071 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered mainufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach,New York 11418 fax: (6311466-3354 I WORK THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E-Moil: CAm18888@ad.com 2. BEFORE COMMENCING 5. Erect and brace trusses in accordance to truss plate institute recommendations. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. oee os ,Armd KehiAssoclates,lLCotorrne EasrEndoestgn Associates,LLC AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 3, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a• All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE, BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. LLC. No part thereof shall be copied, disclosed to others or used in connection with any work p p (• ) # 3. DUST CONTROL: or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOUR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 9 a. Framing Lumber: DF (north) No. 2 or better REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E 1,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. Fv = 95 PSI C. HEAVY DROP CLOTHS. WORK NTS; 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI,ARM&KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLES`.S FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORIK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTHE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTORTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED, THE PROJECT: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED) UNDER THIS AGREEMENT. ■ C 110 L 0 E Wi L U00;' 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. Co.rnmerci(a CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OVERVIEW OF CONSTRUCTION TO BE PERFORMED: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELDemildhe-el SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE 1) REMOVE EXISTING SIDING, WINDOWS, DOORS AND SOFFITS ROOF DRAINAGE CALCULATIONS. LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 lbs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G LOCATED AT DESIGN CRITERIA ' ROOF AREA = 488 sq/ft 64755 MAIN ROAD PRESCRIPTIVE DESIGN CLASSIFICATION OF WORK TO BE PERFORMED V = A x R x c (RT. 25) USES(s) AND OCCUPANCY CLASSIFICATION(s) ALTERATION LEVEL 3 A = 488 sq/ft R = 2" RAINFALL = .17 ft SOUTHOLD, NY. USE OCCUPANCY TOTAL CAPACITY OF BUILDING: BASED ON TABLE 1004.1,2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT. C = COEFF. = 1.0 (GREENPORT FIRE DISTRICT) M 105 V = 488 x 1 x .166667 = 81.33 c.f. /+ �� OCCUPANCY: MERCANTILE = 30 SQ/FT NET FLOOR AREA SCTM # 1000-056-4-22 TYPE OF CONSTRUCTION (CHAPTER 6) PER OCCUPANT 81.33 / 42.25 VERTICAL FT. / FT = 1.93 V.F. TYPE GROUP MERCANTILE CAPACITY USE (1) 8' DIA, POOLS 2'-0 DEEP = 2 V.F. V B TOTAL CAPACITY BASED 105 PERSONS ON TOTAL FLOOR AREA POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWING TITLE: HEIGHT AND FIRE AREA MAXIMUM TRAVELED DISTANCE TO AN EXIT AS PER1015.1 HOUSE AND LEADERS TO BE PIPED TO POOLS IS 200 FT WITHOUT SPRINKLER SYSTEM. HEIGHT FIRE AREA TOTAL DISTANCE FROM FURTHEST POINT ON THE FLOOR TO THE EXIT DOORS ON GROUND LEVEL IS 72'-9" ALL COVERS TO BE TRAFFIC BEARING HEIGHT BUILDINGTHE . FROMVGRADELPLANE10 DISTANCE TO NUMBER EXITS REQUIRED IN ACCORDANCE WITH ALL MULTIPLE POOL SYSTEMS ARE TO GENERAL NOTES / THE AVERAGE HEIGHT 3 TORY UNLIMITED AREA SECTION 1018.1 ISA MINIMUM OF 2. THE BUILDING OF THE HIGHEST ROOF AS PER STABLE 503 BEING CONSTRUCTED HAS 6 EXITS BE CROSS-CONNECTED (ROOF DRAINAGE SURFACE = 14'-117/s" NOTE: ALL INTERIOR WALLS AND CEILING ARE TO BE CALCULATIONS AS PER SECTION 502 OF CONSTRUCTED OF WOOD AND COVERED WITH %" TYPE "X" THE BUILDING CODE OF SHEETROCK ON BOTH SIDES OF WALLS AND 1-LAYER IS TC OR NEW YORK STATE. BE APPLIED TO THE UNDER-SIDE OF THE CEILING JOISTS AND TOTAL HEIGHT FROM RIDGE TO GRADE 20'- 1/8" NOTE: AS PER TABLE 302.3.2 REQUIRED SEPERATION COMMERCIAL CONSTRUCTION / DETAILS PROVIDE A 3'-0' WIDE X 3'-0" DEEP AMERICIAN NATIONAL OF OCCUPANCIES (0 HOURS) SEE NOTE E. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD TRENCH AROUND THE PERIMITER OF THE STANDARD DETAILS COMMERCIAL KITCHENS NEED NOT LUMBER SPECIES AND GRADE THE RESTAURANT THAT THEY S RVE.E SEPERATED FROM (SEI/ASCE 7-10) HOUSE FILLED WITH 18" OF BANKRUN AND PLAN INDEX ALL BUILDING FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCESSIBILITY CONSTRUCTION f DETAILS MATERIAL AND TOPPED WITH 18" OF ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION 2" STONE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER MATERIAL AND METHOD OF CONSTRUCTION TO CONFORM TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN SET: ISSUED FOR: DATE: EXTERIOR BUILDING WOOD CONSTRUCTION CONSTRUCTION 2x4 AND 2X6 EXTERIOR NOTE: ALL ROOF DRAINS ARE TO BE TAPPED INTO EXISTING WALLS AS NOTED THIS BUILDING CONFORMS TO THE BUILDING CODE OF NEW YORK STATE PERSCRIPTIVE DESIGN CRITERIA AND THE AMERICAN SOCIETY DRYWELLS. THIS ADDITION WILL NOT EFFECT THE DRAINAGE FIRST FLOOR DECK WOOD FLOOR ON 2x6 OF CIVIL ENGINEERS (SEI/ASCE 7-10) CODES AND STANDARDS CALCULATIONS FOR THE SITE. CONSTRUCTION FLOOR JOISTS (2"x6") FOR ALL WIND AND SEISMIC LOADS. AREAS OF STRUCTURE FOUNDATION 8" POURED CONC. WALLS CRAWL SPACE NA CONSTRUCTION AND 8" BRICK FOUNDATION ALL CONSTRUCTION TO CONFORM TO THE FINAL APPROVAL GIVEN BY THE TOWN OF SOUTHOLD PLANNING BOARD AND ZONING BOARD BASEMENT NA ALL INTERIO^ BUILDING 2x4 AND 2x6 WOOD STUDS NEW FIRST FLOOR 384 sq. ft. FRAMING MATERIAL AS NOTED ALL NAILING REQUIREMENT ARE TO COMPLY WITH CHAPTER 23 SECOND FLOOR NA OF THE BUILDING CODE OF NEW YORK STATE. THIRD FLOOR NA ROOF CONSTRUCTION 2x10 ROOF RAFTERS BALCONY NA WITH 2x8 CEILING JOISTS NOTE: ALL ROOMS MEET OR EXCEED THE BUILDING CODE OF SEAL: DATE: LOFT NA NEW YORK STATE SECTION 1203 FOR THE NATURAL VENTILATION FEB 21 , 2015 ATTIC (HOUSE)(a) NA OR MECHANICAL VENTILATION WHEN PROVIDED. PROJECT NO: ATTIC (HOUSE)(b) NA NOTE: ALL ROOMS MEET OR EXCEED THE BUILDING CODE OF 979-2015 GARAGE NA © COPYRIGHT 2015 D.A,K ASSOCIATES, LLC, DRAWN BY: NEW YORK STATE SECTION 1205 FOR THE NATURAL LIGHT OR F NEW ATTIC (GARAGE)(a) NA NO SUBSTITUTIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��- DEE �'0 BDK BONUS ROOM NA ARTIFICIAL LIGHT. UNDER FEDERAL COPYRIGHT LAW, Q 5 Rk , All Framing Hardware Shown on these Plans � � CHECKED BY: SCREENED PORCH NA g _ ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER PLANS MAY NOT BE REPRODUCED WITHOUT .� �q r*�"All Unless Otherwise Indicated, Is Sim son Stron ,. l JJD EASTERN DECK NA P g TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED WRITTEN AUTHORIZATION. r o, '' w Tie. No Substitutions are Approved or Authorized. , . - w SHEET NUMBER: WESTERN DECK NA AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF !. 10 2 FRONT PORCH NAD.A.K. ASSOCIATES LLC. ti Due to the Relationships of Framing Hardware SHEATHING NOTES: SIDE PORCH NA to the other Components of the Structure, any ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE FOAR ' oS POOL HOUSE CABANA NA Framing Hardware Substitutions will Render SCHEDULE OF THE BUILDING CODE OF NEW YORK STATE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. OFESS�O G1 UNCOVERED ENTRANCES NA These Plans Null and Void, and will Result in the TABLE 2304.9.1 . Acceptance of these drawings does not authorize the right to build without the authorization Installer Contractor AssumingResponsibility for DOB NUMBER: OF (a) WITHOUT STORAGE � P y (1) SHEATHING TO BE NAILED TO CCA SILL of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building (b) WITH STORAGE the Design and Performance of the Entire System. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such (2) SHEATHING TO EQUALLY SPAN 1 ST AND 2ND FLOOR BOX BEAM JAMES J DEERKOSKI PE (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES agencies prior to construction. D D•A•g ASSC?C1A7ES,uc (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG CONNECTORS — SPECIFIED FOR CONSTRUCTION / ;� `i,;; TWO 8dNAILSl USE A OF M TS20 LTS20 � f � �� ,-':� SIDE OF TRUSS. //.i;,, A E LOADS LOAD - FASTENERS ALLOWAB LATERAL WITH TOTAL FOUR ° �• • ® o MODEL GA UPLIFT UPLIFT i6 Sdx1 CODE d NAILS ° {� JT 71 MM � (133/ 0) 4 °o ,� i ry NO. TO TO TO AVG NAILS REF. INTO TRUSS. RAFTERS/ U . F F (133& 5 11!! TRUSS PLATES STUDS (133) (160) 2 STU v g" NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON PROVIDE (1) HGAIOKT ON TAKE-UP WASHER H7 16 4-3d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND _ SIDE OF CEILING JOIST Jer�� `• AND ON SIDE OF RAFTER D ®A e K ASSOC iL]1 r•i..\ PROPER INSTALLATION PROCEDURES i f residential & commercial design .englneedng.consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 - DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ARTg•x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS a 506MOInSireet phone: X631)]61"6071 MODEL GA ULT. LFTA EFTA INTO ,• . Westhampton 8eoch,New York 11978 la (631)466-3354 N0. MAX. CLEAR REF. PLATES °' • WIDTH PAN L QTY DIA =J- 2- 21" 3" 34" 1j" 2" 2}" 3' 3}" EIGHT ° ' E-Mal: CArm8888@ad,com NAILS INTO SP 4 ° Deerkosld,Amt&,KeN Associates,LLC a formerly East End Design Associates,LLC IN ,�,17:. �l rr �// %��r�"� ,Y,,JIT/ %/`"";T%��//%/;. ii,- LFTA 16 2�" 17" 38�" 16-10d — 4200 1205 1400 5, 44, 85 sruD OWNERSHIP & USE OF UOCUMENIS: DOUG-FIR LARCH / SO. PINE FASTENERS2 ALLOWABLE (UPLIFT LOADS 3AVG °o 10d x 1 ' CODE ° These drawings and specifications including the MODEL L ULT. 10d REF. LFTA LS TA 21 ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, No. LLC. No part thereof shall be copied, disclosed 10d 10d x 1 (133 / 160) (133) (160) o it MT516 16 114-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 0 ° to others or used in connection with any work ' °° or project other than for which they have been ° °° prepared without written consent. MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ARTJ•x12 ° 0 ° Simpson Strong—Tie HGA10 WORK NOTES: LST20 20 12-10d 12-10d x 14" 2383 1 775 1 720 720 3, 41 CNW- DETAIL "E" °e COUPLER NUT DOUG-FIR-LARCH Equal number of ' S0. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. p MODEL CONNEC- OF LOAD FLOOR ROOF (133/ specified nails In each end 1r 11 N0. TION (100) (125) 160 I' Simpson Strong—Tie DETAIL K G 515 645 670 C S1 6 LTP4 5 J 515 645 670 6, 359, 97 DETAIL "H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ'x12 DEFLECTION STUD LENGTH OF BOLT 2.3 DEFLECTION AT HIGHEST CODE STU AVG "— AT HIGHEST REF. MODEL MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY a DI 5HOR BOLTS ULT. ALLOWABLE LOAD DESIGN 0° GA GA HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF o o �SIMPSON QTY DIA 1 2" 2J" 3" 3J" 5}" LOAD H I P T o TAKE—UP WASHER 0 HD2A 16 12 44" 24" 2J' 8" 2?6' 1 tls 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ART$"X12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF NO. W L STUD PLATE ULT. / SP CODE (133)2 (160) REF. SP4 3A" 71l" 6-10d x 1j" — 2917 735 885 7, 40, 127 •> 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA NO. W L NAILS 100 R (1 .33) (160) REF. oio LSTA21 20 1 " 21 - 905 1205 1295 7, 40. 90 a PROJECT: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o REF. Simpson Strong—Tie N0. GA W L NAILS FLOOR (1.33) (160) MSTA24 18 11" 1 24 1 18-10d 1 1025 1 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. HD2A OF ROLL (A-11LOE10 LU; , IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Sttrong-Tie CS16 150' 1 14" 16 1 CLEAR SPAN +31" 28-8d 1235 1650 2T�" 7, ao, so ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES ■ MODEL DIMENSIONS FASTENERS ON. -F AR H N WA Oa, I N THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B 1HHEEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 711 �C ULT. (,133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3&' 4J" 2 — 4-16d 4-16d 6076 11140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL, "I" 5.,_ HUS210-2 14 39" 9J- 2 8-16d 8-16d 6076 11755 2105 1650 1900 2065 11, 36, 84, 122STU 8 DOUG-FIRH N W ART "x12 FASTENERS FT TAKE—LATERAL CODE N OD GA ULT. (133/160) REF. TAKE—UP WASHER MODEL UPLIUPLIFT To RAFTERS TO PLATES TO STUDS (133) (160) F FS 160 LOCATED AT HGAIOKT 14 4-SDSJ"x14" 4-SDS;"x3" 1 1523 435 1 435 1165 940 64755 MAIN ROAD CNW— (RT. 25) USE A MINIMUM OF SP4 COUPLER NUT TWO Bd NAILS THIS GNW- 5.. SOUTHOLD NY. SIDE OF TRUSS. COUPLER NUT SP 4 STU $ — 1 SIMPSON (GR.EENPORT FIRE DISTRICT) TOTAL FOUR ° /. ° o SE A MINIMUM OF LSTA21 TAKE—UP WASHER IN NAILS TWO Sd NAILS THIS SIMPSON SIMPSON INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 STU - TOTAL FOUR /. • a • TAKE-UP WASHER LSTA21 _ SCTIVI # 1000-056-4-22 TO NAILS HD2A Strong—Tie INTO TRUSS. HUS 21 0 2 8 o AILS F1 DRAWING TITLE: u P1 TES °®° ANCHOR BOLTS EIGHT TWO d NAILS ° 8d NAILS INTO INTO DET)UL "All STUD Simpson Strong-Tie PLATES a 0° "' IN O NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" SIMPSON WIND LOAD INTO 'o STUD HSimpson Strong-Tie Simpson Strong—Tie CHARTS & CALCULATIONS LFTA ROD SYSTEM & LFTA EFTA EXTERIOR WINDOW HURRICANE STRONG-TIE DETAILS BP SHUTTERS DETAIL EXTERIOR WINDOW HURRICANE SHUTTERS TO BE PROVIDE FOR ALL WINDOWS THIS APA HURRIICANE SHUTTER DESIGN IS BASED ON PRESSURE ASSOCIATED WITH A DESIGN WIND SPEED OF120 MPH. BUILDING CODES ARE CURRENTLY BEING REVIEWED FOR POSSIBLE CONTINUOUS 2X4 TRIM FOR SPACING CHANGES. BEFOIRE CONSTRUCTING SHUTTERS, THEREFORE, IT IS IMPORTANT TO CHECK WITH SET: ISSUED FOR: DATE: LAC; SCREW AT 16"oc. MINIMUM YOUR LOCAL BIUILDING DEPARTMENT FOR AN UPDATE ON CURRENT CODE REQUIREMENTS. I LTP4 Ll I ' clAss wlNDow DETAIL "L" LTP4 LTP4 HORIZONTAL AND VERTICAL STIFFNERS TABLE 1 MAXIMUM SPAN WITHOUT STI FFN E RS I I DETAIL "C" Simpson Strong—Tie APA APPROX. MAX. APPROX. PANEL WEIGHT SHUTTER DEFLECTION (IN.) AT Floor—to—Floor Connections WINDOW SILL SPAN (LB,/FT2) SPAN 120MPH DESIGN LAG SCREW AT 16"oc. MINIMUM RATING WIND SPEED AT 15—FT HEIGHT SEAL DATE: LTP4 DETAIL "B" B 21 , 2015 32/16 1 .5 30 0.5 PROJECT No: LTP4 979-2015 Simpson Strong—Tie 40/20 2 36 0.5 DRAWN BY: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY BDK Floor—to—Floor Connections 48/24 2.4 48 0.9 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POF �EER�p'4',f- CHECKED BY: WOOD STUD WALL NO SUBSTITUTIONS 5 ' ,o JJD 48 oc.. 3.6 72 1 .5 CO �, kp, All framing hardware shown on these plans, r `+�^'� W SHEET NUMBER: ,.'.' _ THE ENGINEERED WOOD ASSOCIATION (FORMERLY THE >` unless otherwise indicated, is Simpson Strong—Tie. �� AMERICAN PLYWOOD ASSOCIATION)HAS PREPARED FIVE No substitutions are approved or authorized. 2s , ��c' BROCHURES THAT PRESENT HURRICANE SHUTTER DESIGNS VERIFY SPANS OF STRUCTURUAL PANELS GREATER THAN 30"WITH APA RATINGS. FaA o� o� ALLPANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. Due to the relationships of framing hardware to ROFESS P FOR WOOD FRAMED AND MASONRY BUILDINGS. THE an framing DOB NUMBER: OF the other components of the structure, BROCHURES ARE AVAILABLE ON-LINE AT THE ENGINEERED PANELS SHALL (MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE p Y 9 OF NEW YORK�TATE, hardware substitutions will render these plans AND THE AMERICAN FOREST AND PAPER ASSOCIATION JAMES J DEERK KI E WOOD ASSOCIATION WEBSITE AT http:/twww.apawood-org./ null and void, and will result in the installer/contractor (AF&PA)WOOD FRAME CONSTRUCTION MANUAL (WFCM). assuming responsibility for the design and © D•A•K ASSOIam%uc performance of the entire system. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS — y. TYPICAL D -A o K ASS —8 „ OCIATES roc 24' FOUNDATION DETAIL - residentktl E, commercial design .engineering.consvlflng SCALE:Y2"=1' P.O.Box 1675 phone: (631)433.9084 Southold,New York 11971 fax: (631)466.3354 E-Mol: ubn&I@optonGne.net Deerkosid.Arm 3 Kehl Associates,LLC o tormerty East End Design Associates,LLC ,. 11'7 7 � • t••. OWNERSHIP & USE OF DOCUMENTS. ,. .:;. - - , --- - - N ---- ---- - _ _ These drawings and specifications including the I Iideas, design g and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 4"I I LLC. No part thereof shall be copied, disclosed PRO 2" THICK DOW BOARD to others or used in connection with any work VERTICAL AROUND THE INTERIOR 2 I or project other than for which they have been t=I PERIMETER THE FOUNDATION - prepared without written consent. PROPOSED WORK NOTES: I I FREEZER PROVIDE NEW 2" RAISED ADDITION CONCRETE SLAB WITH 2" THICK DOW BOARD ACROSS 4" THE ENTIRE SLAB, TO BE 21 _ COVERED WITH 4" P.C.'ts ROVIDE 3" DRAIN SLAB W/6x6 10/10 WWM. o (VERIFY WITH OWNER) I I INTERIOR OF REFER TO BE N I �• =1 I �: COVERED WITH FIBERGLASS PANELS AS PER MANF. SPEC. CDX INTERIOR SHEATHING o, I L R-21 INSULATION N PROVIDE.16"x12" HONCH ALONG WALL OF EXISTING COOLER- - - - - - - - - - - - - - - - - 2X6 CONSTRUCTION - - - - - - - N - I = _ _ _ _ �:VERIFY " AZEK SHEATHING - - - - - - - - - - - - %4 LOCATION OF EXISTING I ( 2X6 ACQ SILLS DOOR TO REFER. ( I I I 4" PC. SLAB W/ 1 OX 10 WWM. PROJECT: PROVIDE NEW 2" RAISED PC. SLAB CONCRETE SLAB WITH 2" " PROVIDE TROUGH THICK DOW BOARD ACROSS I ;/8"x 18" ANCHOR BOLTS DRAIN IN REFRIGERATOR THE ENTIRE SLAB, TO BE © 2'-0"oc. " I „ AS PER OWNER SPECS. ITH 4 COVERED C H L E M L L EXISTIl�TG SLAB W/6x6 WWM.P10/10 2,1 N 2"CRIG D INSULATION ■ SLAB 4 1 CRAWL SPACE I I � - 8" PC. FOUNDATION WALL _ 4 I = 2X4 KEYWAY I I I I i I — Su'v% uthold - - - - - - - - - - - - - - — J TYPICAL CONCRETE FOOTING L F= C3 I Fish l '-4"x 8" MIN. 3'-0" BELOW � ^� - - - - - - - - � (- - - - I 1'-4" FINAL GRADE. I 17'-7" LOCATED AT CRAWL SPACE 64755 MAIN ROAD N I (RT. 25) 16'-1 '„ N 0 0 4"I I " SOUTHOLD, NY. (GREENPORT FIRE DISTRICT) T SCTM # 1000-056-4-22 i `i' °MT CRAWL SPACE CRAWL p I I DRAWING TITLE: SPACE 13'-6" a CRAWL SPACE I `ter N 4" SLAB N I I N FOUNDATION PLAN I �, I 1n °' SLAB N -4" " i N - I 4„I I CRAWL SPACE ¢ 0 I I E ►� ¢ I I 2'-4,,' „ —4J„ „�7'-4” p'' I CRAWL SPACE _� ,0I I r-------- --i LLJ II : II o I 0 00 0 0 0 — v7 II II ►a I i SET: ISSUED FOR: DATE: (n li I I I I I I I' SQI II � II x w — I � 10' I u-) � SPACE w ` �_______________ 4,. STEPS 4_'I I " -- ;,, obi 0Q w I I —T - z of Q U � Wit• �� r I �S 7' SEAL: DATE: 7'-8�" FEB 21 , 2015 PROJECT NO: 979-2015 A DRAWN BY: BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD FOUNDATION PLAN UNDER FEDERAL COPYRIGHT LAW. ;,- a . PLANS MAY NOT BE REPRODUCED WITHOUT �2 �•;, SHEET NUMBER: 1 WRITTEN AUTHORIZATION. `�Fp tia SCALE: 4"=1' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SStd D.A.K. ASSOCIATES, LLC. INDICATES NEW FODUNDATION WALLS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOQA'1PS,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 24' D -A-K ASSOCIATES uc residential & commercial design .engineering.consulting P.0,Box 1675 phone: (631)433-9084 Southold,New York 11911 fCDC (6311466-3354 E M01l: uon ine.net Deerkosid,Arm&KeN Associates,LLC a formery East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work PROPOSED or project other than for which they have been FREEZER prepared without written consent. ADDITION 54 cO 5 " WORK NOTES: 23'-1" I in -KN 10 8/1 G63 G63 A31 A31 EEET i .I =:?- ======r— j] COOLER PROJECT: COUNTER O 0 0 ADA ADA L'i C" w Y BATHROOM 0 BATHROOM VESTIBULE C I L M L L e a0 0 0 w J p O UJ= M10 8/1 A31 RAW BAR � JANITORIAL - -- -- -�J - Southold 00 CLOSET 21068 21068 21068 DISPLAY SHELVES ABOVE Y zY DISPLAY COUNTER DISPLAY COUNTER V) U Fish O f--1 LOCATED AT i 0 64755 MAIN ROAD a RETAIL Q AREA o (RT. 25) CUTTING ? O ROOM 1 SOUTHOLD, NY. RETAIL o i (GREENPORT FIRE DISTRICT) oCw AREA , t RETAIL COUNTER z M I SCTM # 1000-056-4-22 a O � ! � t DRAWING TITLE: w LLJI C) 0 ADA Sitting J COUNTER FLOOR PLAN Area w o' 00 U oDISPLAY COUNTER 0 DISPLAY SHELVES ABOVE U ------------ ------------- 3068 z UPPER 0 e C� UPPER COUNTER COUNTER 2868 Q REFER O s % REFER BELOW COUNTER ---- J z � � a KITCHEN i i ICE BINS FLOATING COUNTER OFFICE SET: ISSUED FOR: DATE: i LOBSTER o U z i TANK P3040 P3040 P3040 P3040 w° i i z i i � a OHO M e+� SINK DW EESINK DW O 0 �o DESK EXISTING CONCRETE EXISTING CONCRETE SEAL: DATE: FEB 21 , 2015 PROJECT NO: 979-2015 DF INEbV y DRAWN BY: BDK C COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. �eCD ,DEER .Rp CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED * .X , JJD LFOOROPLI"AlN UNDER FEDERAL COPYRIGHT LAW. ' ';.�,y SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT SCALE: 4 WRITTEN AUTHORIZATION. ori, A ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FoA 0 INDICATES NEW WALLS D.A.K. ASSOCIATES, LLC. RO A 0 2Z THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A-K ASSOC7A'IES,nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D -A-K ASSOCIATES uc residential & commercial design .engineering.consulting P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 fax: (631)466-3354 E-Mail: ssbn654optonline,net Deerkosid,Arm&Kehl Associates,LLC a formerly East End Design Associates,LLC r . WNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. 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W ', r SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT 0 ;11,'14-`y0 t ALLTTEN PLANS AND (DESIGNS ARE THE SOLE PROPERTY OF ZATION, sFoA O' �� .© A A2A 0 D.A.K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: O Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K AMO AM uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. I�7 0 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS all, on, D -A-K ASSOCIATES, Lw residential &commercial design engineering*consulting P.O.Box 1675 phone: (631)433-9084 Southold,New York 11971 fox: (631)466-3354 E-Mail: ssbn6540optonline.net Deerkosld,Arm&KeN Associates,LLC d Desion Associates,LLC JWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. -it- NEW FREEZER ADDITION . 1La -1 WORK NOTES: i4iit6 I A: I- ILE ji-I I '"MIT-II 1 j till I! E JEE 11-11 t I L 11 It t LI il__ J-i L D,I Tj i 1111�611LI 11' 'i 1!E41 _L i Ll 1 j A 11[ 11 lull 11 LILL1.111 I! 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I I I -it III-] 111 11, L-II- I i Ll_ I.I.[Ill [i-IL1 11 -Ij I L It-ILL-11-IJILLI-AL1111-111-11-11- 1i E J 1- 111 L 1i li J-1 I I-L Ii U-11ityillit Li ILL I-Tg"i III yl_.1111111111111 l 11 1 _111 11 Lj ",LII11111.i l I I 1 11 11iL 1111 l� , I Ili i-J-ILL11 �Yl I 1i-1 111, 1 TTII till It- 11 LI L IL ljk__!�]1-11-11-111AL11il-11 EY, J1J_1_L H I; I I ii I i-I I I I I I il A4i_i PROJECT: CHLOIE M L L OF 16' C o m 1"F%1 e m1mc i ca 11111FU mum 11 d i WEST ELEVATION- LOCATED AT SCALE: 64755 MAIN ROAD (RT. 25) SOUTHOLD, NY. (GREENPORT FIRE DISTRICT) S,CTM # 1000-056-4-22 DRAWING TITLE: ELEVATIONS AS NOTED NEW FREEZER ADDITION IL 1111 [LJ1LL ll—llJI J1 J+ Ti_LL I L] _LWL1LLLjI_I _111I?_1L11_1L_L11L1LlL J LI Lt J1I I I-ail ull !I ILIj 1 411 ILL I-11JUL'11-1-11LILIL tLLLIi_ LL� i- 11"ILL, j-1 III I-1 J�-1 7— -1 E: A MLI It L jl ET ISSUED FOR: DA Yd _j il �L_1!j 11 1 117-11-1, �14 -"I - til_11 I- 1:111ffll IFF I LITi njj E ITT It _it LIL 1, IT' 111 ' L-�_Li LI Lij L'ji J 111-111-11 -11 i! 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I 'L I_1_I,' '_LILLLiU1 it I - J i.1111111 _A111111 Lt t!-111-1U_IIJ I_LL I Iff ILI I. 111 L LI Ili L,-1 I&I 'L_-,I L L t 111 L- J� I- � .111 _L__l Ll'I-it-1-111_�__] III --III 11 i 11-1 1 11A lj!A--I! I- ILI.!It 11-LIJI 11 It- L hi T-1 _1 1 -hil i ili LI] "" I Ii --lilt 4 it Li 1_1 11 IL L i�J_-i LL I L MLL I �i j I'lAi 11 1 lip'' i LI IL _LL I _fl L� uw,Ll 1ULU-1- I LJ 1 IS L-1 I :SEAL: DATE: FEB 21 , 2015 PROJECT NO: 979-2015 DRAWN BY: BIDK (D COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED r- JJD UNDER FEDERAL COPYRIGHT LAW. EA ST ELEVAI 10 IN-3 ti SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT AIN &Ito 0% SCALE: 111=1 I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AZ Z D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building C D-A-K ASSOCLAM ut Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TI E DOWN DETAILS ,.;j:,;/'i, � �.�/� !/"' /"% ,��i✓./ ',,ryi ,moi/ /,.//�,;; ,.. .,li'.41' ,'i/F o.✓!//��G�'llG�%�ZG�Lii.✓'%L�%�G/' � i/` '�:, D a A®K ASSOCIATES r�cc residential E, commercial design .engineering.consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax (631)466-3354 E-Mail: CAm>8888@aol.com Deerkosld,Arm d.KeN Associates,LLC a formerly East End Design Associates,LLC r 17 711_17/= OWNERSHIP & USE OF DOCUMENTS: CONTINUOUS RIDGE VENT These drawings and specifications including the ideas, design and arrangements represented 2x12 RIDGE BEAM therein, are the property of D.A.K. 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 2X10 –16"oc. RAFTERS prepared without written consent. WORK NOTES: ARCHITECTUAL ROOF SHINGLES 4" CDX ROOF SHEATHING 30# FELT 1000, 1001/ ATTIC a IT, C>1LVe*" E1mU`1 LUC"' M 0 Commercia4ml muildhig 11 U/1006111 III III 111 000 111 TI _LJ �'YYYIII 11 111 1 _L LOCATED AT ,\— — — — 64755 MAIN ROAD 2X8 CEILING JOISTS @16"oc. DBL. 2x4 TOP PLATE R-30 INSULATION I (RT. 25) 2x6 – 16 oc. STUDS PROPOSED EXISTING EXISTING EXISTING EXISTING SOUTHOLD NY. NEW FREEZER UNIT REFRIGERATOR VINYL SIDING CUTTING 6068 DBL DOOR I CUTTING R-21 INSULATION TO B E BUILT WITH — IN ROOM ROOM (GREENPORT FIRE DISTRICT) THE NEW STRUCTURE I SCTM ## 1000-056-4-22 DRAWING TITLE: SEE DETAIL 2x6 DOUG FIR SILL A 1 01 I I CROSS SECTION 2x6 – ACO SILL — — e'A j. .. . .. .. .. d ° ♦ e e i e d:,.. ♦„. ♦. • 'ed e , .e :f• ♦ _ d. G e. . :• e' f' a -- - 5/8"x 18" ANCHOR - 'd ! e BOLTS INSTALLED AS _ .e 1 e PER NYS. CODE. ♦. '.. . w _ , e • ,e a. f" EXISTING 8" PC. FOUNDATION d" - " WALL SEE DETAIL e _ A101 _ - SET: ISSUED F SS ED OR. DATE. 4 )) TYPICAL CONCRETE FOOTING V-4"x 8" MIN. 3'-0" BELOW FINAL GRADE. ,4"! 8" 4" 16 CROSS SECTION A SCALE: 2SEAL: DATE.: FEB 21 , 2015 PROJECT NO: 979-2015 DRAWN BY: NOTE: ALL WINDOWS ARE TO BE SET AT THE SAME HEIGHT © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. <1 ` of RY��r BDK AS THE 6068DD AT THE WAITERS STATION. THIS IS A CRITICAL ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED O �� kis �c CHECKED BY: HEIGHT TO DETERMINE THE FRIEZE BOARD, SOFFIT AND FASCIA UNDER FEDERAL COPYRIGHT LAW. * Q � ,, 'ja'S w JJD HEIGHT PLANS MAY NOT BE REPRODUCED WITHOUT � "` w .` SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF , D.A.K. ASSOCIATES LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ESS 0 NOTE: VERIFY ALL FASCIA AND SOFFIT HEIGHTS IN THE FIELD. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 0 VERIFY FASCIA AND FRIEZE BOARD CLEAR WINDOWS. PRIOR DOB NUMBER: OF TO CUTTING BACK ALL SOFFITS VERIFY ABOVE CONDITIONS. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI, PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D.A•K ASSOCIATES,uc agencies prior to construction.