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HomeMy WebLinkAbout38039-Z �Q%gfF04e Town of Southold Annex 9/21/2013 o Fiy P.O.Box 1179 54375 Main Road Southold,New York 11971 ,apt` CERTIFICATE OF OCCUPANCY No: 36518 Date: 9/21/2013 THIS CERTIFIES that the building FARM BUILDING Location of Property: 24385 Route 25, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 109.-1-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/6/2013 pursuant to which Building Permit No. 38039 dated 5/21/2013 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: agricultural storage barn as applied for. The certificate is issued to Macari Farms Cutch LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38039 9/19/13 PLUMBERS CERTIFICATION DATED AutWed S' ature gUFFD(m TOWN OF SOUTHOLD �c� 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#: 38039 Date: 5/21/2013 Permission is hereby granted to: Macari Farms Cutch LLC 150 Bergen Ave PO BOX 2 Mattituck, NY 11952 To: Demolish & construct an agricultural equipment storage barn as applied for At premises located at: 24385 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-1-13.1 Pursuant to application dated 5/6/2013 and approved by the Building Inspector. To expire on 11/20/2014. Fees: DEMOLITION $820.00 FARM BUILDING-NEW $150.00 CO -ACCESSORY BUILDING $50.00 Total: $1,020.00 Building Inspector l � 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. Je p Zo / 3 New Construction: V Old or Pre-existing Building: (check one) Location of Property: C2 Y3,p Owfc a l.c� h w¢— House No. Street amlet , Owner or Owners of Property: J'Yl Gt,C.4 l' I ,,,r en S ( l ,fck L L C Suffolk County Tax Map No 1000, Section 1 V q Block l Lot 13. 1 Subdivision Filed Map. - Lot: Permit No. 3 S 0 3 q Date of Permit. 2 I /3 Applicant: V—Uh n f3Cx4Gn i &AU i IdyYr-s­ Health Dept. Approval: AJ A Underwriters Approval: Planning Board Approval: /t /r / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ �. 21 1, S Applicant Signature pF SO(/j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G o roger.riche rtO-)town.southold.ny.us Southold,NY 11971-0959 C4UNTl,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Macari Farms Cutchogue LLC Address: 24385 Rt 25 City: Cutchogue St: NY Zip: 11935 Building Permit#: 38039 Section: 109 Block: 1 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric LLC License No: 4839-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches 3 Twist Lock F1 Exit Fixtures TVSS Other Equipment: storage barn, 200a 3 phase main service panel, 2-combination exit/emergency ligl Notes: Inspector Signature: Date: Sept 19 2013 81-Cert Electrical Compliance Form.xls / �� � ho��OP SOUlyolo �y00UNT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE r� "�' INSPECTOR SO(/lyolo ���OOUNT`1,0ct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -SEC L (FINAL) REMARKS: DATE - �� INSPECTOR FIELD IlNSPE�ON REPORT DATE COMMENTS b FOUNDATION(1ST) � FOUNDATION]'(ZND) � Q z ROUGH FRANY[NG& pp y PLUMBING (r� 1y INSULATION PER N.Y. STATE ENERGY COME FINAL ADDITIONAL COMMENTS O Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAIL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. . Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved ` 20_L_� Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building 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. �1 oh n (3er4-co,' (Signature of applicant or name,if a corporation) j 064cuocb�_ tor,'!Lr,, JI"u.`t ;6��—, W (Mailing address of applicant) I Icy 71 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �)gEn+ Name of owner of premises ck.r i 1✓•1 CL,- (As onffie tax roll or latest deed) If applicant is a corporation, signature of duly authon'zed officer r'ca - (Name and title of corporate officer) Builders License No. 11"), gig 14: Plumbers License No. n c_ IbLrn h1 Electricians License No. (ors �Iec,+r��cL Other Trade's License No. 1. Location of land on which proposed work will be done: �t ,:� S ,(.., House Number Street Hamlet County Tax Map No. 1000 Sectio of 3cffq U Block 1"x,If �`�-: '" "'"`dot 3. 1 Subdivision Filed Map Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed coilttruction: a. Existing use and occupancy , a 2 �DO_rn b. Intended use and occupanc y�,�n_e e��$�T�c,e� cnrv` -�� 4&1dr a-J Y.f,0. jg Lt t p 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 100 � ppp �o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units &I q Number of dwelling units on each floor If garage, number of cars IFC6 W P m edi 4- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. d roM C-" 7. Dimensions of existing structures, if any: Front Lj Rear Ll 0 Depth 6,0 ' 'Height c9q ' Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 46( Rear `f 6 Depth GO I Height y` Number of Stories / 9. Size of lot: Front l q'r7r'-\ i Rear y 3 Depth y 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO / Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesMaCwi 1jmW gAd a Address P0. &c a m kdc , Phone No. ggr-0l dp Name of Architect OhV_ .sa'Za-f�6 1ny Address Sot,!'Y1umj*i Wertho-OPUione No 167— &671 Name of Contractorinhn (Serf-an� Y&w Ides - Address 13� OrA cam t9r Phone No. /r 11�"rY 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF IJ01 6— � L pie' -/ice being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the n Cj -i- (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 day of 20 Signature of Appl Notary PuWitSry public,state of NewYorlc i cant No.01R11fi020932 Qualified In Suf Metooh n� Commission EX 0-'W Town nif Southold Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (AU Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or other (Circloone) Icant) Pq 4CO Property OWNER:(If D)ffe W_r 111111"Appl! Address: -Ad-driss- Telephone tf: ax If: Tin-p—ho-4- FaXP. E-Mad: E-Mail: Property Address: Brief Description of Conaraction Activity,Proposed Sftuctu;xa1BMPs,Soil uletif,�Zfl I 1000 Stabaliintion BN[Ps,Project Scope and/or Sequence of Consftuction Activity _6la w section _ffWbk Lot [Provide Add;dwal Noes as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: --------------------- .5_ Acidn __�5- -- ------------------ J-0 Telephone-M Fax#-. ------------- -------------- E-Mau: ------------------------ Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: -------7------------------------------------ K J�Cll� --------------------------------------------- Address: Telephone F. ---------------------------------7----------- E-Mail: ---------------------Z------------------------- -------------------------------- Total Area of All Total Area of Land Clearing Project Parcels: and/or Ground Mlurbance: (S.F.IA—) ------------------------------- (S.F.I A—) Project Duration: End (Anticipated) Date; Date: Will this Project Disturbe five(5)or More Acres at Any One-Time During.the Proposed-Development 7 Yes No --------------------------------- ------ - - ------- If YES:Please AAswer the FoIlDwIn9l --------------- -------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No List the NAMES or description of all Potentially Impacted Watarbodies and/or Wetlands: b- Does the SWPPP Indicate How Frequently the Site = = Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Soil Staballization Measures? Yes No ------- d. Does the SWPPP Adequately)den*a Complete. 0 _--------.__._._._.___._:__..--_-__W Project Phasing Plan? Yes No dy:(eq.TMDL,303(d)Listed,Imp.aired-) Does the SWPPP Indicate Additional Site Specific = = i a. Status of Impacted Waterb* Pracilces that Will be Utilized to Protect Water Quality? Yes No I. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No STATF OF NFW YORK, CUN1911t U. bUNL;H —r.\.......SS Notary Public, State of Now York COUNTY OF..... .5.�tFp. ,.I No.01 BU61 86050 I That 11......... being duly sworn,deposesan 7Wc4cunil'B016:;e/..... ..... C)d( me of individual signing na,"_st;I o nVx pi M p PJ f, And that he/she is the .............00 ......................................................... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that A#atcinents contained in this application are true to the best of his knowIedge and belief;and that the work will be p&rformed in'the'manner set forth in the application filed herewith. Sworn to before m this- ......... ............. ............ Notary Public:.--. ......... ...... ........ .. .......... ......... ............ Ig SWPPP Assessment FORM: 03-12 _J 05-26-10; 12:46 2982174 # 1/ 2 0f SO�ryo ti �p Town Hall Ai1TIM 411 4 Telephonic(631)765-1802 54375 Main Road ax(631)765.95Q2, P.O.Box 1179 G c rOger.richert town.souttllllollaa_r1y us Southold,NY 11971.0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:. S 'C e— Date: R-13 -13 --- Name: &0- S&Z1 0— License No.: L Address: ! 9 S Z Phone No.. 31 a g8 - 5S JOBSITE INFORMATION: (*Indicates required information) *Name: �6iC.a-(-( Fr'M S &A t. L_C-C *Address: a 38 S (fit . ' a 51 *Cross Street: `Phone No.: gy. yip Permit No.: 3 To 39 Tax Map District: 1000 Section: I 0S Block: I Lot: 3, *BRIEF DESCRIPTION OF WORK (Please Print Clearly) a 4cz Si- f t (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) QSi 01.Service Size: 1 Phase 3f6a—s-P 100 150 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: (r''� P',AVIY UE WITH APPLICATION ,�aI6,Dd _.— _--- D v SEP �D 82-Reque5t for Inspection Form BLDG. DEPT. V10 TOWN OF SOUTHOLD �' b FOR INTERNAL.. USE ONLY 1 �� AN USE DET1 ER INA MTCION SITE PL . _ Initial Determination Date D Project Name: Project Address: 2 T Planni�9 DBard Suffolk County Tex Map-No.:1000=_O _-L-= !3•� Zoning Distrid_,15 Request: a , of Building Per Application and supporting documentation-a&to (Note: Copy . proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: . , Nether site plan is required. Initial-Determination as to w ignature of Building Inspector ( . - planning DepartmentP.D.) Referral: Date of • _ P..p. Date Received:__ - Comment: Cory ments, �e _ �0`�� `k -n S I Si nature of Planning ept.-S Reviewer g Final Determination — Decision: n-flA7nri Inenp(Anr 41 1 A+, ^'s ♦♦A�i� 1 e ',.,•`�- ��6- � � e,�,,' Ji ids � � �Y�er,. o +Y 9 'N _ NSF,y�sat '+ '•, \♦ a s3Y<:V sp :wy vI 'Y 76 e NO r✓` A0 J. `�. ib r :_a a ii141 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:CONTR. ACTOR N 0 T E REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. S Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: llT ®A®K ASSOCIATES, SSOCIATS Lw 2. All structural wood shall be in accordance with the national design specifications four 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 reddentid a commerdal design 9 engli 9 coralft B. LOCKED AREA. 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 M6ManStreet on: (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. West ffptonBeach,NewYork 11M fmc (631)4M-M FIRE DEPARTMENT RULES AND REGULATIIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registerfed manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E44: CAQTN8@AcDm E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Deerko&KkrnaKeNAssockAes•LLC efoffnerly EW End Design Assodotes,U-C 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �� �� �� 117 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, OWNERSHIP & USE OF DOCUMENTS: 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. 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 (PAPA) specifications. These drawings and specifications including the CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with grain o>f face plys across supports 9 9 P corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LILC. No part thereof shall be copied, disclosed 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. 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 RESPONSIEBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, prepared without written consent. CONSTRUCTION AREA. THE CONTRACTORSHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WC)RK. E = 1,600,000 PSI WORK NOTES: Fv = 95 PSI C. HEAVY DROP CLOTHS. 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, REPAIRING 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 OWERSEEING 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, AIRM & 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. 11 . 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. HARMLESS 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 4ND FOR ANY SAFETY PRECAUTIONS AND 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 6 SPECIAL SAFETY NOTES 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 WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIIBILITY 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 ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR PROJECT: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE 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 CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE M A C 11 IMI 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 PR?OVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS VINEYARD SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. STORAGE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OVERVIEW OF CONSTRUCTION TO BE PERFORMED: BUILDING GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ROOF DRAINAGE CALCULATIONS: SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE 1) REBUILD A STORAGE BUILDING ON THE EXISTING SLAB FROM THE PRIOFR LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY _ TEMP. MENT REQUIRED HAZARDS CATEGORY STORAGE BUILDING WHICH COLLAPSED DURING A THE LAST SNOW STOFRM. LOCATED AT 20 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE I degrees YES 1984/1998 C BUILDING TO BE OF THE SAME FLOOR DIMENSIONS. DESIGN CRITERIA ROOF AR't_h = 2282 sqZft 24385 MAIN ROAD PRESCRIPTIVE DESIGN C!},SSIFICATION OF WORK TO BE PERFORMED (RT. 25) v = A X R x c CUTCHOGUE, NY. USES(s) AND OCCUPANCY CLASSIFICATION(s) ALTERATION LEVEL 3 A = 1783 sq/ft USE OCCUPANCY R = 2" RAINFALL = .17 ft TOTAL CAPACITY OF BUILDING: BASED ON TABLE 1004.1.2 AGRICULTURAL MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT. C = COEri . = 1.0 WINERY / FARM STORAGES V = 2562 x 1 x .166667 = 427 c.f. OCCUPANCY: MERCANTILE = 30 SQ/FT NET FLOOR AREA SCTM # 1000-109-1-13.1 TYPE OF CONSTRUCTION (CHAPTER 6,) PER OCCUPANT 427 / 42.25 VERTICAL FT. / FT - 10.11 V.F. TYPE GROUP MERCANTILE CAPACITY USE (2) 8' DMA. POOLS 6'-0" DEEP = 12 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 STORAGE BUILDING. ALL DRAINS TO BE PIPED IS 200 FT WITHOUT SPRINKLER SYSTEM. HEIGHT FIRE AREA IS POOLS TOTAL DISTANCE FROM FURTHEST POINT ON THE FLOOR TO THE EXIT DOORS ON GROUND LEVEL IS 72'-9" HEIGHT, BUILDING. THE VERTICAL DISTANCE 10 GENERAL NOTES ALL COVERS TO BE TRAFFIC BEARING FROM GRADE PLANE TO NUMBER EXITS REQUIRED IN ACCORDANCE WITH / THE AVERAGE HEIGHT UNLIMITED ARREA SECTION CONSTRUCTED IS A MINIMUM OF 2. THE BUILDING ROOF DRAINAGE 3 STORY BEING CONSTRUCTED HAS 6 EXITS OF THE HIGHEST ROOF SURFACE = 21'-9Ys" AS AS PER TABLE 503 NOTE: ALL INTERIOR WALLS AND CEILING ARE TO BE �p CALCULATIONS PER SECTION 502 OF CONSTRUCTED OF WOOD AND COVERED WITH 5/g" TYPE "X" APPROVED AS NOTED THE BUILDING CODE OF SHEETROCK ON BOTH SIDES OF WALLS AND 1-LAYER IS T NEW YORK STATE. BE APPLIED TO THE UNDER-SIDE OF THE CEILING JOISTS DATE ` ti `' �"i B.P. # ' NOTE. AS PER TABLE 302.3.2 REQUIRED SEPERATION TOTAL HEIGHT FROM RIDGE TO GRADE 2 6-45/6" N NO OCCUPANCIES (0 HOURS) SEE NOTE COMMERCIAL CONSTRUCTION / DETAILS FEE: �� )Q,_BY ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD NOTIFY BUILDING DEPARTMENT T COMMERCIAL KITCHENS NEED NOT BE SEPERATED FROM (SEI/ASCE 7-10) 765-1802 8 AM TO 4 PM FOR T LUMBER SPECIES AND GRADE THE RESTAURANT THAT THEY SERVE. FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED ALL BUILDING FRAMING MATERIAL DOUGILAS FIR - LARCH #2 AND BETTER ACCESSIBILITY CONSTRUCTION / DETAILS FOR POURED CONCRETE ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION 2. ROUGH-FRAMING,PLUMBING, SET: ISSUED FOR: DATE: 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 STRAPPING, ELECTRICAL& CAULKI 3. INSULATION EXTERIOR BUILDING WOOD CONSTRUCTION CONSTRUCTION 2X6 EXTERIOR NOTE: 4. FINAL-CONSTRUCTION &ELECTRI L WALLS AS NOTED THIS BUILDING CONFORMS TO THE BUILDING CODE OF NEW YORK MUST BE COMPLETE FOR C.O. STATE PERSCRIPTIVE DESIGN CRITERIA AND THE AMERICAN SOCIETY ALL CONSTRUCTION SHALL MEET THE FIRST FLOOR DECK CONCRETE SLAB OF CIVIL ENGINEERS (SEI/ASCE 7-10) CODES AND STANDARDS REQUIREMENTS OF THE CODES OF N 'V CONSTRUCTION FOR ALL WIND AND SEISMIC LOADS. YORK STATE. NOT RESPONSIBLE FOR AREAS OF STRUCTURE 8 POURED CONC. WALLS DESIGN OR CONSTRUCTION ERRORS, FOUNDATION OR MONOLITHIC POURED ALL CONSTRUCTION TO CONFORM TO THE FINAL APPROVAL GIVEN BY THE RETAIN STORM WATER RUNOFF CRAWL SPACE NA CONSTRUCTION FOUNDATION V.I.F. TOWN OF SOUTHOLD PLANNING BOARD AND ZONING BOARD PURSUANT TO CHAPTER 236 BASEMENT NA ALL INTERIOR BUILDING OF THE TOWN CODE, FIRST FLOOR 2400 sq. ft. FRAMING MATERIAL N.A. ALL NAILING REQUIREMENT ARE TO COMPLY WITH CHAPTER 23 SECOND FLOOR NA OF THE BUILDING CODE OF NEW YORK STATE. 2R- THIRD FLOOR NA ROOF CONSTRUCTION TRUSSES TO BE ENGINEERED � ��, . � .. �1 � �l SEAL: DATE: BALCONY NA BY OTHERS NOTE. ALL ROOMS MEET OR EXCEED THE BUILDING CODE OF LOFT NA NEW YORK STATE SECTION 1203 FOR THE NATURAL VENTILATION ` MAY 02, 2013 ATTIC (HOUSE)(a) NA OR MECHANICAL VENTILATION WHEN PROVIDED. " PROJECT NO: ATTIC (HOUSE)(b) NA 963-2013 GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE BUILDING CODE OF © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. DRAWN BY: ATTIC (GARAGE)(a) NA NO SUBSTITUTIONS NEW YORK STATE SECTION 1205 FOR THE NATURAL LIGHT OR ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED / BDK ARTIFICIAL LIGHT. UNDER FEDERAL COPYRIGHT LAW. I l- BONUS ROOM NA All Framing Hardware Shown on these Plans, CHECKED BY: SCREENED PORCH NA Unless Otherwise Indicated, Is Simpson Strong- ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER PLANS MAY NOT BE REPRODUCED WITHOUT JJD EASTERN DECK NA Tie. No Substitutions are Approved or Authorized. TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED WRITTEN AUTHORIZATION. AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF E � I rt`: -f mRr SHEET NUMBER: WESTERN DECK NA FRONT PORCH NA D.A.K. ASSOCIATES LLC. �0 �T• "' Due to the Relationships of Framing Hardware SHEATHING AND NAILING NOTES: • 4 � ��' • , I�." 4.w,k,`,t tee-a,s � L � N r4 p:..r`s.';�.,i•+" 6'...�,.+� -' / SIDE PORCH NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE to the other Components of the Structure, any ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING _ '�_=- �'� G1 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. UNCOVERED ENTRANCES1 NA These Plans Null and Void, and will Result in the TABLE 2304.9.1 . ALSO REFER TO SECTION 2308.10.4.1 , AND TABLE 2308.10.4.1 Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF (a) WITHOUT STORAGE Installer / Contractor Assuming Responsibility for (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. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such JAMIES J DEERKOSKI PE (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP P'L.ATES agencies prior to construction. ® D•A•g ASSOCIATES,uc (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF DOU(G-VIR LARCH / SO. I ,2 TWO of NAILS THIS M T S 2 0 L T S 2 0 FASTENERS ALLOWABLE LOADS LOAD / 0 , �/� ----- -- ------ -- ---- / LATERAL WITH TOTAL FOUR , ° MODEL GA UPLIFT UPLIFT (133 160) 8dx1}" CODE ° r NO. TO AVG REF. 8d NAILS °0 TO TO NAILS INTO TRUSS e / RAFTERS/ PLATES STUDS ULT. (13i3) (160) F F2 (133& STU PROVIDE (1) HGAI0KT ON / o0 16o) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST D • /, ®J� e(rCOrTATCCr TTn H7 16 4-8d 2-8d 8-8d 2991 93i0 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER 1J L"l 11 ASSOCIATES, Ll.� PROPER INSTALLATION PROCEDURES _ resldenttd & commerc[ddeslpn* eraheefte corwift H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ"x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL CODE o 506NAanStreet • �631�76I'6071 MODEL GA 2 INTO a pe,.�, N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °p° ,°� WesthamptonBead�,NewYak 1�915 fax ������� WIDTHSPAN L QTY DIA 1�°„ 2" 21" 3" 3}" 1 " 2" 24" 3" 31" [^ C/1lrlli �OO�Wf11 EIGHT--' c Bd NAIL P e Deeskoslt Arm&KeN Assodotes,LLC East End Amodoles,LLC 1205 1400 5, 44, 85 INTO LFTA i6 2}" 17" 38�"16-tOd — 4200 STUD �%%"%''' �%/%�,%�"�"'7�T�%T7%'JJ%� � /•''%'7�%J%�l� OWNERSHIP & USE OF DOCUMLNIS: e DOUVG-FIR LARCH / SO. PINE FASTENERS2 ALLLOWABLE UPLIFT LOADS3 ° These drawings and specifications including the MODEL L AVG 10d 1Od x 1}" CODE ° 10d 10d x 1}" ULT. REF. LFTA LSTA21 ° ideas, design and arrangements represented N0. (1333 / 160) (133) (1so) ° therein, are the property of D.A.K. ASSOCIATES, ° L.LC. No part thereof shall be copied, disclosed °° to others or used in connection with any work MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 or project other than for which they have been q ° prepared without written consent. ° MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ART 'x12 ° Simpson Strong-Tie HGA10 WORK NOTES: LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E" ` DOUG-FIR-LARCH Equal number of UO. TYPE OF DIRECTION SO. PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. specified n a i l s in NO. TION FLOOR ROOF (,00) ,2s> ,so each end (1353/ Simpson Strong-Tie DETAIL "K" CS16 G 515 645 670 l 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 CODE ART�'x12 S rU 5"— AVG DEFLECTION DEFLECTION MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W HI B SO CL DIAS'a DESIGN LOAD DESIGN °00 SIMPSON GA GA QTY DIA 1}" 2" 2}" 3" 3�" 5�" LOAD WHEN RAISED OFF ° TAKE—UP WASHER THE SILL PLATE 0 0 HD2A 16 12 4A" 2 2J" 8" 2�" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 000 ARTg"xl2 MODEL DIMENSIONS FASTENERS AILLOWABLE UPLIFT LOADS NO. AVG OF SP W L STUD PLATE ULT, (133)2 / (160) REFS SP4 3A" 71" -10d x 11"H 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLLOWABLE TENSION LOADS CODE NO. GA y� L NAILS F100 R (133) (160) REF. o° PROJECT: LSTA21 20 1 21 - 1905 1205 1295 7, 40, 90 °° AOL MODEL DIMENSIONS FASTENERS (TOTAL) ALLLOWABLE TENSION LOADS CODE ° ran NO. CA W L NAILS F-LO R (133) (160) REF. Simpson Strong-Tie MACAF Is I MSTA24 18 1 " 24 18-10d 1 •1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. (LENGTH END GA CUT LENGTH (TOTAL) , (133 / 160)2 SPACING REF. HD2A oc. OF ROLL (100) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT FH6pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 7 ao, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE IT COMPLY WITH ALL NOTES STORAGE DIMENSIONS FASTENERS pN -FIR AR H PIN ALLOWABLE LOADS MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION �+ �T r NO GA W H B 1HEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 M" 4J" 2 — 4-16d 4-16d 6076 1140 1160 —1000 - 150 - 1250 7, 40, 127 DETAIL "I" STU ,,1 8 - BUILDING HUS210-2 14 3A 9{ 2 8-16d 8-16dl 6076 1755 2105 1650 , , , Rxl2A SIMPSON DOUG-FIRA FASTENERS FT LATERAL CODE TAKE-UP WASHER OD GA (133/160) REF. LOCATED AT MODEL AVG UPLIFT ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) 1, FZ 24385 MAIN ROAD 160 HGA10KT 14 4-SDS�"01" 4-SDSJ"x3" 1 1523 435 1 435 1165 940 (RT. 25) USE A MINIMUM OF SP4 CNW CUTCHOGUE NY. COUPLER NUT TWO 8d NAILS THIS CNW- STU 5"- SIDE OF TRUSS. COUPLER NUT SP4 8 SI M P 8ON TOTAL FOUR �. 0 SE A MINIMUM OF 8d NAILS TWO Bd NAILS THIS STU LSTA21 SIMPS❑N TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 TAKE P WASHER TOTAL FOUR ° HD2AStrong-Tie ON SCTM # 1000-109-1-13.1 8d NAILS LSTA21 INTO TRUSS H U S 210-2 s TWO FI DRAWING TITLE: A TO II 8" ANCHOR BOLTS PLATES TWO ° , ' EIGHT ° Bd NAIL e B INTOd NAIL INTO DETAIL "Alt i STUD Simpson Strong-Tie PLATES °0° I' i H7 EIGHT--' SIMPSON WINDLOAD INTO NAIL ® DETAIL "D" DETAIL "G" DETAIL N ° STUD Simpson Strong-Tie Simpson Strong-Tie AR CALCULATIONS LFTA ROD SYSTEM & LFTA LFTA STRONG-TIE DETAILS BP SET: ISSUED FOR: DATE: I I LTP4 LTP4 DETAIL "L" LTP4 DETAIL "C" I Simpson Strong-Tie Floor-to-Floor Connections SEAL: DATE: FEB 04, 2013 LTP4 DETAIL B PROJECT NO: LTP4 955-2012 DRAWN B Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY /T BDK Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. - CHECKED BY: NO SUBSTITUTI❑NS JJD � •, ' SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized. G2 Due to the relationships of framing hardware to OF- the other components of the structure, any framing D B NUMBER: F hardware substitutions will render these plans null and void, and will result in the installer/contractor JAM ES J DEERKOSKI PE assuming responsibility for the design and © D•A-K ASSOCIAMac performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS r%"! % D ®A®K ASSOCIATES L,c C resldentld d,commercial design•engineering•corm-4ft 506 Mon Sheet phone: (631)767-6071 — s - - - - - - - - - - - - - - - - - - -- - -- - - - -- - - - - - - - - - - - - - - - -_7 Wmftn1ptonBeocKNewYork11M be 1631)466-3354 u o a o a o 0 0 o a o 0 0 0 0 0 0 0 0 0 0 I E44: CAnr1Maol cam — — — — — — — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — —— — — — — — — — — — — oeerko"Arm&Kati Assoc kdes,LLC.tomrery East End Associates,LLC OWNERSHIP & USE OF DOCUMENTS: p l I o I These drawings and specifications including the 1 ideas, design and arrangements represented ( I I therein, are the property of D.A.K. ASSOCIATES, ° I LLC. No part thereof shall be copied, disclosed o 1 to others or used in connection with any work 1 ) or project other than for which they have been y21 I i 12 prepared without written consent. i I I o I I o I I I I I I I I I I I o I I o j I I I I Line of Foundation (V.I.F.) I ° o I 2x8 ACO Sill I o I 52 52 I I Simpson 3x3 Anchor Washers I o Simpson %"x10" Wedge All Anchor Bolts 2'-O'oc. Anchor Bolts in Uncracked Concrete and Simpson RFB#5X10 Retrofit Bolt s8 x 10" Set in Simpson High Strength Epoxy I o I PROJECT: for Cracked Concrete Application. Installed as Per klanufactors Specs M ACARI Provide Hurricane Stropping at 2'-O'oc. to align with Truses I I V11"MOEYARD UNHEATED EXISTING CONCRETE SLAB l o l o STORAGE CD I I I STORAGE AREA ° I AND FOUNDATION TO BE I ° i BUILDING VERIFIED IN THE FIELD. i I LOCATED AT 24385 MAIN ROAD 71„ I I 7i, zl ° I I ° 12 (RT. 25) CUTCHOGUE, NY. o I iEl 5 „ 5 " I o I t o I SUM # 1000-109-1-13.1 I o I c o l I I I o f i o I PROJECT: I I I o I I o El I I c o l 1 I I i I I o I I o A71 �IEl A I A A A A301 I ° I ( A301 A301 A301 DRAWING TITLE: I I I I o I I o I FLOOR PLANS o I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - o I (2)134"x11%" LVLHeader (2)134"x11WLVLHeader 12 x12 Garage Door 3068 12 x12 Garage Door - - - -_ - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — Ri �'C ~'ni ~'CU -�(U � Apron ��' Apron ~� SET: ISSUED FOR: DATE: 10'-52" 9'-6 9'-(D1 10'-51 J, 01 ,� 4 0 II.. SEAL: DAI E: EXISTING SLAB PLAN FLOOR PLANJULY 31, 2012 �- PROJECT NO: 953-2012 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" DRAWN BY: BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. j �.� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. c SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 01 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 ® D-A-K ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ; %;;!% i D ®A e K ASSOCIATES ac 4 0' ° residenM d,commercial design"enginewing"cormAtIng Line of Fascia and Rake ' ALL FIXTURES ARE TO BE VERIFIED BY OWNERt — PRIOR TO ORDERING AND INSTALLATION -ICU 5136 Mdll Stmet OW. (6311 767-6071 _- --------------------------------------------------------------------------------------------------------- - w � NgwY II 631 466-3354 VERIFY ALL SWITCHING LOCATIONS WITH E W: CkmM88@cdcOro OWNER PRIOR TO INSTALLATION.ALL �d Deerkodcl,Arm a Kehl Associates,i1c"tonroery East W Design Associates,LLC _______________________________________________________________ ELECTRICAL WORK TO CONFORM TO STATE ----------------------------------------------- me =_ AND LOCAL CODES. OWNERSHIP & USE OF DOCUMENTS: �u These drawings and specifications including the ------------------------------------------------------- ideas, design and arrangements represented CU Line of Fascia and Rake LLC. No part thereof shall be copied, disclosed therein, are the property of D.A.K. ASSOCIATES, to others or used in connection with any work ---------------------------------------- -- ELECTRICAL SYMBOL LIST: or project other than for which they have been prepared without written consent. Waterproof shielded"Dog House"style floor device with duplex receptacle on dedicated circuit,and - I voice/data receptacle with cable drag line duplex convenience receptacle duplex receptacle on dedicated circuit �b duplex convenience receptacle above counter N -- __-_------ z@ quad receptacle at teller head above countertop ----------- -- zlQ GFI protected duplex convenience receptacle cU d half switched floor recepetacle(brassplate-flush inflo)or) N e Weatherproof lockable GFI protected duplex receptacles �f (dedicated circuit) quad receptacle 2 2 ® voice/data receptacle with cable drag line 5 AA voice/data receptacle clock receptacle N �u PROJECT: ---------------------------------------------------------------------------------------------- --� light switch location � $t light switch with fan timer location M `4 CA00" I ----- k light switch with key lock location ® VINEY -- ------------------------------------------------------------------------------------------------ ® provide all exit------- dual bead emergency spot lights with battery backup Line of Fascia and Rake asr�equiredbycode(V.I.F.) STORAGE `� -- ____________________________________________________________________________ -_______ __� countertop continuous plug mold o ® voice/data drop with cable drag line for laser printer BUILDING OA Exterior M-Hat Recessed Light Fixture LOCATED AT N O B Interior Hi Hat Recessed Light Fixture(General Purpose) 24385 MAIN ROAD O C Interior Hi-Hat Recessed Light Fixture(High Ceiling) RT. 2 5 ) OD -- Interior Hi-Hat Recessed Light Fixture(Accent Light) C U T C H O G U E, NY. �u E Appliance to be hard-wired verify�Y size of load -- ----------------------------------- ------------------------------------- 51 TBD-C L Hang�g Ceding Mounted Fixture Outlet 2 _5 2 SCTM # 1000-109-1-13.1 TBD-P Surface Mounted Soffit Fixture Dual head fixture -- --------------------------- -- Surface Mounted Wall Sconce Fixture Outlet TBD-S Surface Mounted Wall Mounted Fixture Outlet PROJECT: == I TBD-SW_q�_ Broan Fan Model to be Determined -------------------------------------------------------------- Cove Lighting NIL Night Lighting Circuit wall k 250watt with cutoff) N ® RAB metal halide pack ( 12"x 48"Fluorescent Tube Fixture(covered) 10 LB Fire Extinguisher Mounted on Surface A -- ___________________________________________________________ A301 DRAWING TITLE: me _________________________________________________ _= FLOOR PLANS ci 0 EXIT _ — — 12 x12 Garage Door 2 zGara e Door TB TBDtiSW DUAL-HEAD -IOU _Ku -101 N SPOT LIGHT U-' Apron Apron TBD-P SET: ISSUED FOR: DATE: Line of Fascia and Rake DUAL-HEAD SPOT LIGHT 10'-52 9,_62„ 9 _62" 10'-52" A REFLECTIVE CEILING PLAN A Y A301 A301 SCALE: 1/4"= V-0" I PLAN- AFLOOR ELECTR CSEAL: DATE: JULY 31, 2012 A301 PROJECT N0: SCALE: 1/4"= V-0" '` � j" 953-2012 = Eft DRAWN BY: ' BDK ® COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. , r PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 02 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: I OF Acceptance of these drawings does not authorize the right to build without the authorization JAIMES 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. D ®A®K ASSOCIATES uc rest W M &c:orrnnmaclal design .enpineerinp.caruuelnp L ALL III 1 11 L i L �I �L I I—H L I I U 506 Man Sheet W I u I W 1 1�� �L I I I IIIIII phone, (631)761-6071 Hill I LiII a IIJll1k WesfhamptonBeOCK New York IIM lac (631)466-3354 I❑uJ I u I I_ I I_❑ ❑ ❑ ❑ ❑IIIII IIIIII III a LI RU: CkmN8&dcom L11 I III H IIIII 1U11u1 IIIIII I �� u I u I L11 IIIIII LI l l oeerkosld Arm&KeN Assoc totes,LLC"toffnerty East End Design Associates,LLC �)J LjllLJllll LJ L11J L1L� J IILLIJIIL�❑I IIIII LI L III LI III L I LIJ 71 "": = /TI OWNERSHIP & USE OF DOCUMENTS: I1JLiJ IIIUJ 11- I IIIIII IIIII IUI11LILI II I I I II L II IIIIII l L11 �L� L �JJJ LJ LJJ I LJ L]LEJ L 11 LJ -L1 111 111 LJ L1J ILJ LIl ILJ Lil LU L11 LU Uj LU LiJ W II LLl L1j IIIII IIIII LU LJJ LU LIl ILJ LJJ ILI Llj LLI uj_LI L JJ ILil1 These drawings and specifications including the / II ICI I ILL II I I ILI I IUI II ILII LJ ICJ LI II ll III III_ILI II IIIIII II LUJ �WJJI III ll_ II II III IIIIII II 11 II ILL LI a II IIIIII IIII 11 IIII 11 II 1LUUJ ideas, design and arrangements represented -UI -- II LI_LI I_I IIIIII l uL L1 L ill IL I ICI I1 ILL 1-LIA1L therein, are the property of D.A.K. ASSOCIATES, / I H II IIIIII LLC. No part thereof shall be copied, disclosed —LLLU 1-1 to others or used in connection with any work I�LI IUI I�LI IL�I or project other than for which they have been prepared without written consent. e -ICO o` PROJECT: M A CA I FRONT ELEVATION- IEYARD SCALE: 1/4"= 1'-0" RIGHT ELEVATION_ STORAGE SCALE: 1/4"=1'-0" BUILDING LOCATED AT 24385 MAIN ROAD (RT. 25) CUTCHOGUE, NY. SCTM # 1000-109-1-13.1 l l I I�LI I I L_W 111 PROJECT: 1 1I I I I IIII I-L, 1-iI �,D - �ico m n� DRAWING TITLE: ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: SEAL: DATE: JULY 31, 2012 REAR ELEVATION PROJECT NO: SCALE: 1/4"= 1'-0" LEFT ELEVATION 953_2012 `' 1 DRAWN BY: SCALE: 1/4"= 1'-0" i BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. c� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED a ',, °r =; JJD UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NUMBER: WRITTEN AUTHORIZATION. A201 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 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 JAIMES 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 a encies prior to construction. I//X/' REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 3111 D ®A®K ASSOCIATES uc reaiderM & cornrnenclai design•engineering•consulting 506 main Sheet phone: (631)767-6071 30 ecor Architectural Roof Shingles Westharnpton Beodh Newyork um be (631)Q-3354 Y 15 Felt 12 Ems: CArTM88�ao1.`�rn " CDX( Sheathing 2x4 /'2z6 Attic trusses 2'-0"oc. OWNERSDearkosit H P�&NU)SE 0 UOCUMENTS�Design�uociares LLC (enginfeered by others) (Installation as perr Manufactors Specs.) 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 ATT'IC TRUSSES DESIGI ED prepared without written consent. NE) ENGINEERED BY 0m H S Hurriccme Strapping Y" COX Attic Floor 5" Searmless Gutters 1"x 6" Vers(otex Fascia f Vented `.Soffit (12') 1' x 6" Verssatex Freeze (Verify with (Owner) PROJECT: Man Vmft ACAKI v I ph Mn E Y Am ROD UNHEATED STORAGE BLDG . STORAGE BUILDING 5/"x6" Versatex Corner Board LOCATED AT 24385 MAIN ROAD (RT. 25) CUTCHOGUE, NY. Hardi— Plank Siding 6" Exp. 30#Felt SCTM # 1000-109-1-13.1 /" COX Sheathing 2x6-12" oc Wall Studs 2x6 Doug Fir Sill 2 x 8S pressure treated ACQ ssill plates TermiVe shield on fiberglass Existing Slab sill sealer — typical on Existing Monolithic Pour PROJECT: or Foundation to be Verified Hurriccone Strapping in the field. Any Variation From this is to be brought to the Simpscon s/"x10" Wedge All Anchor Bolts 2'-0"oc. Attention of the Engineer Immediately. Anchorr Bolts in Uncracked Concrete and Simpson RFB#5X10 Retrofiit Bolt e x 10" Set in Simpson High Strength Epoxy for Cracked Concrete Application. Installed as Per Manufactors Specs. Grade r Existing Conc. Slab Verify in Field Existing Monolithic Pour 1' 6.4 OR Verify Existing B"Conc.Foundation on a 16"xB" Conc. Ftg. Min. 3'-0" Below Final Grade. CROSS SECTION DRAWING TITLE: 4�� SCALE: 1/4*=V-0• A301 CROSS SECTION A SET: ISSUED FOR: DATE: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. SEAL: DATE: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JULY 31, 2012 PROJECT NO. UNDER FEDERAL COPYRIGHT LAW. 953-2012 DRAWN BY: PLANS MAY NOT BE REPRODUCED WITHOUT r ! BDK f " CHECKED BY: WRITTEN AUTHORIZATION. R JJD SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. A301 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OF PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: JAME'S J DEERKOSKI PE ® D-,A-K ASSOCIATES,uc