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Home My WebLink About40328-Z „- �`�cp'— , Town of Southold 1/15/2016 /4.• .P.O. Box 1179 cf, ze i53095 Main Rd \V; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38050 Date: 1/15/2016 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 1779 Smith Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 98.-4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/3/2015 - pursuant to which Building Permit No. 40328 dated 12/7/2015 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: "AS BUILT”DECK REPAIRS TO AN EXSITING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Neuwelt,Klari&Wasserman,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ,..,, ,....L./, A t ed Signature c - Town of Southold 1/15/2016 ' P.O.Box 1179 .ze 53095 Main Rd 1;16 Vi Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 38054 Date: 1/15/2016 THIS CERTIFIES that the building GENERATOR Location of Property: 1779 Smith Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 98.-4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/3/2015 pursuant to which Building Permit No. 40328 dated 12/7/2015 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: ACCESSORY GENERATOR AS APPLIED FOR The certificate is issued to Neuwelt,Klan&Wasserman,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40328 01-06-2016 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT ;�;`f 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#: 40328 Date: 12/7/2015 Permission is hereby granted to: Neuwelt, Klari &Wasserman, Richard 330 W 72nd St New York, NY 10023 To: install an accessory generator as applied for and legalize "as built" deck repairs as applied for. 2 COs required. • At premises located at: 1779 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.-4-21 Pursuant to application dated 12/3/2015 and approved by the Building Inspector. To expire on 6/7/2017. Fees: ACCESSORY $100.00 CO -ACCESSORY BUILDING $50.00 • AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,206.40 CO -ALTERATI• h TO D . _ !► $50.00 Total: $1,406.40 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. Dec ve) New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: / 7 77 .Sdt(r 1 ,zed- House No. Street Hamlet Owner or Owners of Property: U LU6e-1 Suffolk County Tax Map No 1000, Section 9tv Block ,c.{ Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: /1.03 Underwriters Approval. Ni4 Planning Board Approval: / C /Q Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ L(03)-8/ Applicant Signature ��,�%pF SO(14i . . l Town Hall Annex �� ~ : Telephone(631)765-1802 54375 Main Road iJill * t Fax(631)765-9502 P.O Box 1179 % `" . 0 �l� �0,�1� roger.richert(a town.southold.ny.us Southold,NY 11971-0959 COUNT( ,.0 -'—es.. ;//I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Neuwelt Address: 1779 Smith Road City. Peconic St: New York Zip: 11958 Building Permit#• 40328 Section: 98 Block. 4 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical 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 NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 14 KW Stand By Generator with Auto Transfer Switch Notes: ‘r ? 2 Inspector Signature: Date: January 6, 2016 Electrical 81 Compliance Form.xls J 464.170/: �,o,pf SOUly c€,F * 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST. [ ] ROUGH PLUMBING [ ] FIJP1DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ .] FIRE SAFETY INSPECTION • [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA N [ ] CAULKING REMARKS: O — DATE. //6/5— INSPECTOR 31 —..-#-°s'P* Y°_ SOUIyo�,` J.2 8 - - ; p• gyp' TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ .FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: re ! 1 - , DATE INSPECTOR 144 Deerkoski, Arm & Kehl, Assoc LLC. PO. Box 1675 _ Southold, NY. 11971 ----------H' -- il 'l', , F ' ) -,1 J1. December 22, 2015 - „ JAN - 6 2016 Reference:Newelt/Wasserman Residence LIE.;r; fi'- 1779 Smith Road `" Peconic,NY 11958 BP: Z40328 SCTM# 98-4-21 To: Town of Southold Building Department The footings inspection for the decks located'at the above address has been completed and are found to be in compliant with the New York State Building Code. All new footings installed are 12"dia. Concrete Filled Sona Tubes with the bottom of the Footing a Min. of 3'-0"below final grade. Since Le fccof NEW},,NEW},, , ipio ):DEER .041. ca .14-- ,1 James Deerkoski PE. 2�, ^-- 44 ,',' '�-•ri 0, i'o x'7 .5° e ARbFE SS\k P' FIELD fl'SPgC•TXgN REPOE'T DAZE . CO1vJ,111BS LL ' . /2.- I 0 5---0101"Pli. 111117Ai."1"1/161Pr- 4IP' - /. y -- FOUNDATION(1ST) %� �s -1 ' . • . . . .., . . . . . . . . . . . .. e-S(- N FOUNDATION(2N13N13) -lii i i.. • I, ._.. 0 moi. . J • ROUGH FRAMING& . , . . PLUMBING •. • " . . ' • • • • INSULATION PER N.Y. ` ' .. - • . . STATE ENERGY CODE - , ' ' -- ' ' . , :pi; . _ , . d FINAL I l • I •, '-� - e!-i% •Plii1' t 5 ia_i .6, proc ,,p6(0 . tiQ. ,4510,g4(p)..ci,.. :,a),atit feef'.... si77..31)-, *id) . . 7rn , Pz) o/Mo. /- . \. . ' if `fes r /4' ��/ • �j ; h fQ d .y' r r 1 ", .OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST Cr DING 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 ? !r• s ,$-' J ' ' , "' Planning Board approval FAX: (631) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO: • 4;10 ,a.% ,i ,a.% "'= Check Septic Form N.YSDE.0 • Trustees . C 0. Application Flood Permit Examined '2 ,20 is' Flood & Separate Storm-Water Assessment Form Contact: Approved 12,h ,20 15 Mail to. Disapproved a/c 1 Phone: Expiration 20 �� . L �� ` i' ,, • Building Inspector n� ; i �' : ' ' L APPLICATION FOR BUILDING PERMIT �� DEC — 2 2015 ,,_; -,' - _1 I . Date ptrG 2 , 20t5� ';iDi; .!FP I INSTRUCTIONS 102_ 112.__-1- - 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 issuaiice or has not been completed within 18;mon'ths from such date. If no zoning amendriients or other regulations affecting the property have been enacted in the interim,qhe-Building,Inspector may authorize, in writing, the extension of the permit for an addition six montlis;Thereafter, a new permit shall be_required. ,_ 1 ,) j , ' . ; 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. 01' / Aili-4/...t (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 VL-Al2.-1 /...1Eu W,5-0-- . 7gicAtoteLel Cv A SSei2do.a 4_,v • (As on the roll or latest deed) If applicant is a corporation, signature of duly authorized officer - '• ''s ' l3ViL31 .;7 Eiltoi0C, (Name and ti"tt'1"efoaf co5r�p' atr rat's�ryo'€fcer)c''� . Builders License No.w;R,t,..gA`� H Z;,,t,..iyr,,;; - Plumbers License No: : 'h lAirRa3 Tsui*'.atrr rno:., Electricians License No. -i► S1 g- 64.5 (1 uG f Other Trade's License No. v/4 . 1. Location of land on which proposed work will be done: I-7`Tq 6t-4 1+1,_ goo;0 /.76trcDvG754:9crt140 4,J0 , - House Number Street Hamlet County Tax Map No:-1000 Section q6 Block Lot '2 k Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ON t' A-pu_ c,C w ,,v f A 5 8I+ -mac--f- p SCA b. Intended use and occupancy DAdt3°- ';c, �E�, L,,.S. repa.t.i45 lil,(A) Altn 3. Nature of work check which applicable): New Building Addition Alteration Repair t Removal Demolition ' Other Work ,(Description) 4. Estimated Cost 75, mmo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars t 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front.. .Rear •( !1 Depth 12 Height NrA Number of Stories_ Ai/.a if Dimensions of same structure with alterations or additions: Front . 14-14.1/4,- ►4-1 , ear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Lie v& Rear Depth '; - I'? . . Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,/ 13. Will lot be re-graded? YES NO 11 Will excess fill be removed from premises? YES NO v' 14. Names of Owner of premises f(ln it; -Ev k 'TX . Address 33oth!72Z j hone No. 9/7- fr3Q- Soo9 Name of Architect Address pat-v.-v. io 4,3 Phone No Name of Contractor$Eira,.2 t �v,. r�es71.5 Addressp,, 0,4.4.1 d c Phone No. lbs--i.V- j- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale:with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Wag.) \ • . r *-1i _j0Aj a rp e,J. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, - CONNIE D.BUNCH (S)He is the [Q -' Notary Public,State of New York ll (Contractor, Agent, Corporate Officer, etc. No.01BU61860b0 > Quatlfled m suffotk County l Commtaston Expires April 14,20to 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 ti-'s I_ . day of c'Q-y1,10e( 26 I S` _ .4 ; > .,, , �� &&/\ Notary-Public A • Signature of App scant Town Hall Annex * . • * ; Telephone(631)765-1802 54375 Main Road • N rt (531)7b_ 5tr P.O.Box 1179 • ;` a �1 rogersicher�eirgf nsouUlolimv.us Southold,NY 11971-0959 �`�ly �'r� . COMA/ - BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 1 . • REQUESTED BY: • Date: � ,,,,I. S� Company Name: S ��ivc--- . Name: � - : `C 1 OA1Ai. 1.-Lo •- Ucense No.: _6.2— . _ Address: I` , Dom- 0- I S :--C-0o /r nl-7/ __ Phone No.: - • g (, (4'? /i- JOBSITE INFORMATION: (*Indicates required information) - *Name: K (Li I V e o e__—,-- . *Address: *Cross Street *Phone No.: 631 7 6s /-g y • Permit No.: Tax-Map District - 1000 - Section: . Block Lot ,a.I • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . /</ /C(AJ T4) 6 / . 62-�"I z ,-c-c. . (Please Circle All That Apply) - *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YE - NC) Temp information-(If needed) .. &Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other New Service:Service: Re-connect Underground Number of Meters Change of Service Overhead •_ kdditional Information: - PAYMENT DUE WITH APPLICATION p"1 s b, 82-Request for Inspection Form 4 $ .Gid"- `ZT2--( (-"G", Q,�`�' STORMWAT]ER Scott A. Russell . c SUPERVISOR 41 . MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 L 16 S �� 53095 Main Road-SOUTHOLD,NEW YORK 11971 'Ll �-d�, Town of Southold .... !Oq ray- ,, •�� "--'...,.... . s 0" CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ErA. Clearing, grubbing, grading or stripping of land which affects more 12 dthan 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[v"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑37E. Site preparation within ,the one-hundred_year-floodplain as depicted -- -. on-FIRM-Map-of any watercourse: t ❑["F. Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management • Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. . , If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T-M 1 000 Date District NAME. Q" _bM/ _��`l Section Block Lot �.,�// :AOR. BUILDING DEPARTMENT USE ONLY . Contact Info abort ��p• /(D��f� Reviewed By (11n —r Date: /�'.4/ Property Address / Location of Construct ion Work - PeCA"«L r4 Approved for processing Building Permit 17 741 Sim- /4,1(01 • oktflitts0 Stormwater Management Control Plan Not Required (l Stormwater Management Control Plan is Required. I i (Forward to Engineering Department for Review:) FORM " SMCP - TOS MAY 201,1 111 OFFOL it i, Town Hall Annex . . • - 1',j' — y•; Telephone(631-1802 54375 Main Road , . Fax(631) 734-9502 P. O. Box 1179 1 o i 1 y Z . Southold, NY 11971-0959 ;` 111 % `# _ 0s its .- - BUILDING DEPARTMENT • NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED ' WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . Date: pee 0-- 2.4) _ _ Owner: � .r ' , _ .. • Location of Property: /77f :j'g / ,'&i rt-i ' . • Please take notice that the (check applicable line): New residential structure Addition to existing residential structure - '✓, 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) . fTimber construction (TC)• in the following location(s) (check applicable line): I. Floor framing, including girders- nd beams (F). Roof framing_(R) ' Floor and roof framing (FR) Signature:- . Name (person_submitting this,form): 'a e'' /30-72-e-i,, ' ' Capacity (checkapplicable line): , _. . / Owner " ✓ Owner representative TrussResRegl5.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. f. . REFLECTIVE - - WHITE 4.. - 4 - 1/2" STROKE - �ESIGNATtON fORS7RUCIURAi - :__ ..--- COMPONENTS THAT ARE OF - ' , - - • - TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING • GIRDERS AND BEAMS • - - - . "R" ROOF FRAMING • .. "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN . ' C OIVPJANCE WITH 19 I` CRR PART 126541e. 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I(•S=1t JrI J.1G G`LJt:Vr, ' :it L..1}l:i.. .at1j�7.: •�'..,t•, .L • '1. • f,.INntr: Justr....-A6 ri.e 'r •in- w•t.w'-s.e•ae,••.cr1 _-_- - Z._....4 .•1.1a''-('.s. . ..-.. a .>a..•, .•,+ ms+v..u..= ( ; .,: .i .*.{'.1' II ' I 1 /%' ,/".'�. �-- ,y/ t•, r/ t 4 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION '!'' 'a,:"/:d ��} .. , ':t,e. 1ey,/,;:./`� /7, ,,/,4.... u ii I .I.�i A I! Ali t r ii I; '1 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND �%."� _ . / CONTRACTOR NI 0 T E S General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /�j +�� I - �� '� �� 11 GENERAL NOTES: 2. FIRE SAFETY: ter .- ..II ,_ I.��c MBE 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 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 2. All structural wood shall be in accordance with the national design specifications for wood construction – latest edition. O FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. �/ B. residential & commercial design•engineering•consulting LOCKED AREA. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 1 Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, NEW YORK, AGENCIES 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box phone: (631)433 9084 1 . AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, a. All trusses shall be "shaped" as shown on architectural cross sections. b. Trusses shall bear a bora number and shall be manufactured by a registered manufacturer, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORKMATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. 2. Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. -- --— — " Associates, formerly sign Associates, THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 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 drawin s and specifications includingthe THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED p y y p 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 9 P REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK• LLC, No part thereof shall be copied, disclosed 4 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been 5• PLUMBING, ELECTRICALS, ETC. 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. 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 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 12-21-15: Added (2) 2z8 Girders 0 18" off of the house THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION, a. Laminated Veneer Lumber (LVL): 7• THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: , DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, \rt 8. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. ALL DIMENSIONS ARE ESTABLISHED FROMTHE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 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. D INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILD BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. \{ RESOLUTION, THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN \ o 1 1 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. 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 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 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH 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 ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13, DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK 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. 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 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. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED THE' NYS. STANDARDS DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY (in pound per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST USE OCCUPANCY EXTERIOR BALCONIES 60 10 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO RESIDENTIAL R-3 SINGLE—FAMILY DWELLING DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong—Tie. NEWELT / No substitutions are approved or authorized, HEIGHT, BUILDING. STAIRS THE VERTICAL DISTANCE 40 (c) 10 FROM GRADE PLANE TO Pframing Due to the relationships of hardware to WASSERMAN UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 10 the other components of the structure, any framing 200 OF THE HIGHEST ROOF (c) RESIDENCE AS PER TABLE 503 SURFACE = NA hardware substitutions will render these plans AS PER SECTION 502 OF ROOF 30 10 null and void, and will result in the installer/contractor THE BUILDING CODE OF NEW YORK STATE. assuming responsibility for the design and 1779 SMITH ROAD performance of the entire system. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. // PECONIC TOTAL HEIGHT FROM RIDGE TO GRADE NA , b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. L ST OF WO K I T O 3E D E F 0 V E 3 0\ THE E S I D E\ C E NEW YORK LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY RCOF D \ AGE CALC E A T 0 \ S. DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER \ 0 TH E \ D E C < WO K ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN REPLACE 7H E DECKING O\ Nl O T H E \ DEC '\ DRAWING TITLE: ALL EXT, DECK FRAMING MATERIAL CCA NC FINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. EDLA C E H A \ D AILS 0\ \ O THE \ DEC OOF AREA OF SOUTHERN COVERED POACH e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLSA = 782 sq/ft GENERAL NOTES TABLE R402.2 REPLACE A\ Y OTTE\� WOOD O\ \ OTHEf\ DICK EXISTING ROOF HAS \CT 3EE\ C A�GE� OR LIST OF WORK TO MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BE PERFORMED SOUTHERN 3EC < WORK UODIFIED. MISSION SPECIFIED REGTH THIS WORK IS CONSIDERED TO 3E DIV f� vUS SET: ISSUED FOR: DATE: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) EX. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION INSTALL \ E W FOOTINGS O N S O U T H E \ DECK NEW CRAWL SPACE NA WEATHERING POTENTIAL EX. BASEMENT NA SEVERE (b) \ STALL \ EW POSTS AND ST ,. CTU SAL V EIV 3ES 0\ SO �. TH E \ DECD REQU �I\G \O ADDITIO\AL DRAT\AGE. FIRSTEX. FLOOR NEWFIRST FLOOR NA BASEMENT NOTLEXPO ED TOOT E ANDWEHERR 2,500 (c) \ STALL N=W DECKING 0\ S 0 L T— E N DEC ALL ROOF DRAT AGE TO BE C0�TAI ED ON SITE • SISTEP EXISTING PORCH GIDE� AS PES PLAN WITH \O EN—OFF. SEAL: DATE: EX. SECOND FLOOR NA NEW SECOND FLOOR NA NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) NOVEMBER 29, 2015 LOFT NA GRADE, EXCEPT GARAGE FLOOR SLABS ALL S T ., C TL A L A\ NON — ST� �, C TU A L v E M E S A B 0 VE DEC < AE TO ' EVA \ PROJECT NO: ATTIC (HOUSE)(a) NA — _ © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. NEw 987-2015 ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 0 E E \ STA L L E AS 13 ----F0 -=- ( AS E O W\ E' ) . ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `°F YQ DRAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) • � oEEph ''% BDK UNDER FEDERAL COPYRIGHT LAW. o ATTIC (GARAGE)(a) NA l PLANS MAY NOT BE REPRODUCED WITHOUT �4 ,,�, t.x,t-;.�t cc CHECKED BY: BONUS ROOM NA WO \ O\ HOUSE WRITTEN AUTHORIZATION. t t W JJD SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO , _ i .,' THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ii ,- . J SHEET NUMBER: : -f. r SUNROOM NA T— E FOLLOWI \ G WINDOWS A �SE TO 3E REPLACED IN < IND AND SIZE WIT- - I \ THE D.A,K. ASSOCIATES, LLC. 2s o� �� NORTHERN DECK 376 SQ/FT THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FQ � '72 P`' SOUTHERN COVERED DECK 684 SQ/FT FOR SI: 1 POUND PER SQUARE INCH + 6,895 kpa SAVE OPE\ I \ G S USI \ G T— E SAVE H E A E THAT IS EXISTING A T THIS TI v E. AROFESS�OG1 COVERED ENTRANCE NA (o) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. POOL HOUSE/ CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL 3 UNITS — T W 2 8 4 6 — 2 ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 5 UNITS — T W 2 4 4 2— 2 (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) the authorization of local governing agencies, such as Suffolk County Dept. DOBNUMBER: OF of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 1 UNIT — TW2 46 2— 2 Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKO.KI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. Construction. (a) WITHOUT STORAGE — (b) WITH STORAGE 4 UNITS TW2442— 2 © D A K AssoclATEs, iu :1-1' ,,ham_ -- tmMw .r. \� • :/:1/:'D?'-'466b'°'il'Ai' lY '��hgf ul� tl�t , tgggil_i �-ff ilm 1 '11, MI:::/c1 N 16'-0" 6' 0" N , 0" 16' 0" .‘ 6"-0" �•grgri� I t ■ M_CC a77:7:;' a K ASSOCIATES, LLC O residential & commercial design•engineering•consulting I 1 I I' 1 1 I P0.Boz 1675phone: (631)433-9084 Replace any Rotten Replace any Rotten Replace any Rotten Replace any Rotten Southold,New York 11971 E-Mail: ssbn654@optonline.net or Defective Structural or Defective Structural or Defective Structural or Defective Structural Members in Kind 1�_0 Members in Kind Members in Kind o 0 o Members in Kind 1 -0 7'-0' 7 —0 `� D `moo Deerkoski,Arm R Ke hl Associates,LLC o formerly East End_ Design Assoc_iates,LLLC o p.. Existing 2 2x8 Girders on y Existing 2 2x8 Girders on r i r r . r ... ` = OWNERSHIP & USE OF DOCUMENTS: I 10 V .5 O O N ;H 9- p I I - New 12" Sona Tube Footings New 12" Sona Tube Footings m — These drawings and specifications including the (Bottom of Footing Min. 3'-0" (Bottom of Footing Min. 3'-0" ideas, design and arrangements represented therein, ore the property of D.A.K. ASSOCIATES, Below Final Grade) Below Final Grade) _ a _ LLC. No part thereof shall be copied, disclosed f 5'-2" g —2" W W — to others or used in connection with any work OI New (2) 2x8 Girders on xisting 2 2x8 Girders o A or project other than for which they have been i _ prepared without written consent. t W xisting ootings r r-- r— — ^ New 12" Sona Tube Footing New 12" Sono Tube Footings New 12" Sona Tube Footings New 12" Sona Tube Footings (Bottom of Footing Min. 3'-0" (Bottom of Footing Min. 3'-0" (Bottom of Footing Min. 3'-0" (Bottom of Footing Min. 3'-0" 12-21-15: Added (2) 2x8 Girders ® 18' off of the house Below Final Grade) Below Final Grade) Below Final Grade) Below Final Grade) o o o N H I N N I HI o New 12' Sona Tube Footings New 12" Sona Tube Footings New 12' Sona Tube Footings New 12' Sona Tube Footings "ol 1 I O o • S o 0 0 (Bottom of Footing Min.3'-0" (Bottom of Footing Min. 3' 0" (Bottom of Footing Min. 3'-0" (Bottom of Footing Min. 3'-0° Below Final Grade) Below Final Grade) Below Final Grade) Below Final Grade) co00co so o 00 n N <-.,' 0 1i—Oi G'-6" '-6" '-6" •'-6" 1 -0 New 12" Sona Tube Footings N Q Q (Bottom of Footing Min. 3'-0" _ Z N N N New (2) 2x8 Girders on New (2) 2x8 Girders on New (2) 2x8 Girders on A New 2 2x8 Girders on Below Final Grade) '•y Q ❑ 10 r r r r •r r r - r r r - r O New Footings 10 \ Existing 2x8 House Beam S . Provide New Stairs as Per NYS. Code Verify All Dimensions Prior to Construction Provide New Stairs as Per NYS. Code • WORK NOTES: i____,.__4"--ie-4'-334" Verify M Dimensions 234 Prior to Construction . ,p'%,--3'-13/4" 3'-9Y4" ' New 2x6 ACO Floor Joists - 16"oc7 •1 v7 ro Grp Ij , o I M lip l c /----3.-4''—,A--4'-3A4" / I ; I d In DN Z rN0 0 Cal N gw (3) 2x10 Flush Girder 4x4 ACQ Post 6x6 ACQ Post 12" Sona Tubesl'—O Filled with Concrete Existing Single Family Home , = o Existing Single Family Home Bottom is to be Min. 3'-0" o Below Final Grade. _ 0 " • _ I � c 0 1 v a •N O N N3 4 _ 3 Z ,. Z 6x6 ACQ Post I •New (2) 2x10 Flush Girder. * = 4x4 ACQ Post 12" Sona Tubes I4 . . o Filled with Concrete Co "-• ° I Bottom is to be Min. -0" "- . I` o N 3' PROJECT: Below Final Grade. 0 c� o O _ c o d Q N NEWELT / O N N 3 Z 3 CV 3 WASSERMAN Z Eix6ACQ Post , N RESIDENCE 4x4 ACO Post 4x4 ACQ Post e 0 4x4 ACQ Post 4x4 ACQ Post G NEw (32x10 Flush Girder - f '� 1779 SMITH ROAD �� 12" Sona Tubes SI 4x4 ACQ Post 31 12" Sona Tubesai I v� Filled with Concrete N j Filled with Concrete t New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACO Floor Joists - 16"oc. New 2x10 ACO Floor Joists - 16"oc. P E C O N I C, 12" Sona Tubes Jr Bottom is to be Min. 3'-0" Bottom is to be Min. 3' 0" 0 o Filled with Concrete _ to �� Below Final Grade. o Below Final Grade. o I I Bottom is to be Min. 3' 0" �� N in NEW YORK Below Final Grade. y v M Z 4x4 ACQ Post Z z '- 4x4 ACQ Post r� 404 ACO Post �� = New 2x10 ACQ Floor Joists - 16"oc. gg g , g New 2x10 ACQ Floor Joists - 16"oc. _icc 3 M o e� 12" Sona Tubes l _ - ' 4x4 ACQ Post 12" Sona Tubes o DRAWING TITLE: ,..L �`a� o N Filled with Concrete Filled with Concrete N 3 �, , o Bottom is to be Min. 3'-0" o Bottom is to be Min. 3'-0" c _ 1 in �ti� 3 N Below Final Grade. Below Final Grade, N °° AS NOTED 1 Z 7 ___H;,--->. r7 In L �� 12" Sona Tubes New 2210 ACO Floor Joists - 16"oc. , New 2x10 ACQ Floor Joists - 16"oc. Floor g . g New 2x10 ACQ Floor Joists 16"oc. / Bottom is with Concrete f to be Min. 3' 0" Below Final Grade. N , _ _ �_ e • N SET: ISSUED FOR: DATE: 6x6 ACQ Post 6x6 ACQ Post 6x6 ACQ Post 6x6 ACQ Post II'7 -1Y" l 11'-10Y" / 11'-7" / 12'-1Y" '-2Y" I 11'-b0Y4" 11'-7" / 12'-1Y" Ii, � 4 4 4 4 23/4" 23/4" 23/4" 1, 12'-0" I r 12'-0" y SE' : DATE: NOVEMBER 29, 2015 Provide New Stairs Provide New Stairs EK - • PROJECT NO: as Per NYS. Code as Per N . Code pF /0 ©COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. /" ° ° '°�fr ' 987-2015 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '. ~`%f: , ' * DRAWN BY: FOOTING / GIRDER PLAN FRAMING PLAN UNDER FEDERAL COPYRIGHT LAW. t - " W BDK 1/4"_ PLANS MAY NOT BE REPRODUCED WITHOUT z CHECKED BY: SCALE: 1/4" = 1 -0 SCALE: - 1-0 WRITTEN AUTHORIZATION. A , ,,- 9, Z? JJD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF O, O SHEE1 NUMBER: Nf'CFE,.fr�1,/ D.A.K. ASSOCIATES, LLC. ��yi THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE /� 1 01 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, ILC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. • ,/ ..41/4,4'4/4 / /f � - D : ' ® �*L �Sim son T down r__ llV4 " '/'/''',,,4•-:',:%"! —— VA, nn •1 r mus / I '-_ __________i•-• ��_Provide Bird Blocking as necessary above girder ma ='oma 1 1 SimpsonEqualD °A° K ASSOCIATES LLC Provide New Roiling ` ' -- Rough I Strong -Hold Screws or @ 2'oc. 4 ' as Per NYS. Code Rough Sawn Pine or Cedar residential & commercial design•engineering•consulting Existing 2x8 Girder around the Perimeter j 1 1 1 1 Simpson Strong -Hold Screws or Equal @ 2'oc. �'—O" ' 1 6'—O" •( 6'-0" ( 1 Screen Pocket Trim P0.Box 1675 i:; Sister Existing Parch Girder above with phone: (631)433-9084 Screen Location (2)1 "x 9° LVL's Southold,Newyork 11971 E-Mail: ssbn654©optonline.net o. Rough Sawn Pine or Cedar �� Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC Provide New Decking ` OWNERSHIP & USE OF DOCUMENTS: 0 0 Replace any Rotten Replace any Rotten or Defective Structural Provide New Stairs Provide New Stairs or Defective Structural These drawings and specifications including the ideas, design and arrangements represented Members in Kind as Per NYS, Code as Per NYS. Code Members in Kind therein, are the property of D.A.K. ASSOCIATES, J _ LLC. No part thereof shall be copied, disclosed SCREENED DECD AREA to others or used in connection with any work or project other than for which they have been prepared without written consent. Simpson Tydown _ — Provide New Railing Provide New Decking Provide New Decking Provide New Decking Provide New Railing __-_ - _ _ 12-21-15: Added (2) 2x8 Girders @ 18" off of the house as Per NYS. Code as Per NYS, Code _ - _ -- 0 o F - Provide Dird Blocking as necessary above girder 1 of _ of I---- - -- i i �pI Simpson Strong -Hold Screws or Equal @ 2'oc. r r Rough Sown Pine or Cedar —I IA ' Existing 2x8 Girder around the Perimeter 1r; n'I Simpson Strong -Hold Screws or Equal 0 2'oc. a-- -- New 2x Packing Sister Existing Porch Girder above with Provide New Decking Provide New Decking Provide New Decking (2)1 "x 9" LVL's Rough Sawn Pine or Cedar • OPEN DECK AREA Verify All Dimensions Verify All Dimensions F c:: F c F-I GIRDER DETAIL Prior to Construction Prior to Construction Provide New Stairs SCALE: 1 " = 1 '-0" WORK NOTES: and Railing as Per NYS. Code „1--- _._ ...III :I�. ■".I N k— _ - ��_..-••SIS1P,r•FXISfiqo:..� 1 1 _ '__-- Exl"sG• ngooiStruci_ure____ ------- . , --- ------tigq .,....-- ----- - . ..= • ....----..-- ,.....--- . . ---- 3 Simpson Tydown _ - _ - ' ExistingSingle FamilyHome --- - " -SCREE\ED DECK AREA 9 r __ --- --------------------------- 9 o t 1 I Existin2x8 Girder around the Perimeter �-_-- I,-- d J II Provide Simpson Strapping or \ Sister Existing Porch Girder above with Post Cap System (2)1 x 9" LVL's (See Detail) V7 - N . I v 0 a� MI E c I O .,_ : N • - •w S` I O CD CT) PROJECT: --"r'- 1 I ; _� N EWE LT / I •.— cr..., I w :SC�EEN\ED DEC< AREA s i 1 Existing Wood Posts I Existing Wood Posts /I "—) N • \ To Be Re-used ` To Be Re used / I w WAS S E R M A N I• RESIDENCE 1 ! • • r i —� I Provide Simpson Stropping or • U Provide Simpson Strapping or Post Anchor System Post Anchor System I i •• 1 I/ _.-------- . Decking I/� " Decking I ...„.....al I` 1779 SMITH ROAD Ilf I1 � 1 11 . i � 1 i1 11 11 1 II H II II — II II — I P E C O N I C II II II H II II H II H I I I Ifs II II II ll ll II 11 1 , I NI- 11 11 1. ,1 11 11\ ,1 11 1. N EW YORK .3 111.11111111111111111111•11•111111/ o in 2x10 ACQ Floor Joists- 16"oc. 2x10 ACQ Floor Joists - i6°oc. 0 0 0 ymmmilimmmmmmmr SCREE\ED DEC C AREA OPEN DECK AREA ® 22 Simpson 6x06 Post CapNNNNr Simpson 4x4 Post Cap r I a • •A41111111111 o Simpson Strapping SimpsonStrappingDRAWING TITLE: N C °X N _ w "� --Simpson 6x6 Post Anchor _____________--Simpson 4x4 Post Anchor �__ N I 1 L N — . AS NOTED N Existin. Roof S tem Above Existin. Roof S tern Above Existin. Roof S tem Above ---''''-•--..1”/ 1111 Ell z� \ "x12" Anchor Bolts — — SET: ISSUED FOR: DATE: Sister Existing Porch Girder above with Sister Existing Porch Girder above with Sister Existing Porch Girder above with Sister Existing Porch Girder above with (2)1 "u 92" LVL's (See Detail) (2)1 "x 92" LVL's (See Detail) 21 x 92 LVLs See Detail - (2)1i"x 9r LVL's(See Detail) 11 • ,8" 7'-04" 11'-10Y4" I 11'-7" i 12'-1Y4.. • - ..0 23/4" • 12" Sona Tubes 12" Sona Tubes 12" Sona Tubes ic Filled with Concrete Filled with Concrete Filled with Concrete 12'—O" Bottom is to be Min. 3'-0" Bottom is to be Min. 3'-0" Bottom is to be Min. 3'-0" SEAL: DATE: Below Final Grade. Below Final Grade. Below Final Grade. NOVEMBER 29, 2015 Provide New Stairs as Per NYS. Code PROJECT N0: © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ititC)FDNEE11- 987-2015 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED f�,t DRAWN BY: — DECKINGPLAN TYPICALSECTION • UNDER FEDERAL COPYRIGHT LAW. • . a ; , �s. BDK PLANS MAY NOT BE REPRODUCED WITHOUT '4 * rECKED BY: WRITTEN AUTHORIZATION. in 1,,, I JJD SCALE: 1/4"= 1'-0" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �(P ' " ;' .HEET NUMBER: SCALE: 1/2" = 1-0" D.A.K. ASSOCIATES, LLC. �°,o . 0 2c, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE '0FESSt0 N- PLANS O2PLANS 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, Lc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ! r'�/ - 3 ./,-, /„2 / � i, �: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND :/:,__ i 11 'i : i ' -Y �'' ••� �' CONTRACTOR N 0 1- E S General Notes: // REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. a �.��.. IiGENERAL NOTES: Wood: 2, FIRE SAFETY: hl�Olin I�!1�1 �1t1 :� I/r, - Jam;,, 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 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 O D 0A°K ASSOCIATES, LLC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. LOCKED AREA. B residential & commercial design•engineering•consulting BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz 1675 phone: 16311433 9084 1 . AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deelcask;,Arm&KQni,uSaaiateS,r�corarme�YeaStendoeSignASsa�;atesL�c 2. _D o Associates, c THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 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 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED p y y p 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: LLC. No part thereof shall be copied, disclosed 4, to others or used in connection with any work THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been 5. PLUMBING, ELECTRICALS, ETC. 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. 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 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. OAT E:_42/2� E.P. ; " a. Laminated Veneer Lumber (LVL): !a. -S� --- 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: ,,,?,• �� ' DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI t' �i'I;.,r .,l^l I"dG ; ; ;,,., i. r Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, IT 8. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. ; ,7,-': �,A T,,-; -Iii_, B. EXCEPT LEGAL HOLIDAYS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS FOR PoU('i C: • . '.'.',':rT WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 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. 2. ROUC I - I [ Li.',..,', ''I'•',3 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 O. I`'i,=U'L-/‘ 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. 4. Fr.'.'.`_ - '.�,.A2,--;" ; ;r!�'.$T RESOLUTION. EF :': . L';. .`-O;, CIT.. 11 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES ALL ,...- :.)1.: :: '.l_ tIrf-T TI'Li _ -f'i`' C'F' �11i: i;, �11�r01�NE'.'�I HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. 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 RE) ' r �'n 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 Y(' ` ''i,,ir i ' ``Si7,LE FO;r 1 2. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH 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 DE,.;`.—' OH C '`"'i'�UUC I'`O'''i`I ER'ORS. ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK 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 CLIENTr . . = 3 OF RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS 1`,!':‘,",' '• ' , ' = M"( ,'j.;':,1 CODES 14. TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR - - ' - i 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. ,1%,,9 a;L.;;'_);;s';= Ii -'0 lc' OF ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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. Ne C'.CI '' ''' ` ' r'il FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE -- GROUND ' WIND SEISMIC SUBJECTTIM TOO DAMAGE FROMMGEOGRAPHIC WINTER ICE SHIELD & (AF & PA) CLIMATIC AND DESIGN CRITERIA OF NEW YORK STATE, AND THE AMERICAN FOREST PAPER ASSOCIATION WOOD FRAME SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED_ HAZARDS CATEGORY 45 lbs/sgft 120 (mph) C SEVE=RE —O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C . P�,,.i3' RANGY OR N OTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS '� DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ;i3E IS UNLAWFULric /�t PRESCRIPTIVE DESIGN MINIMUM UNIFORMundsDISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WITHOUT CERTIFICATE (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUN-, CALCULATED FOR EACH CASE. r� USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD SHEATHING NOTES: OF OCCUPANCY ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH HE NAILING SCHEDULE OF THE AMERICAN FOREST USE OCCUPANCY EXTERIOR BALCONIES 60 10 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO �� RESIDENTIAL R-3 SINGLE—FAMILY DWELLING DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. a,,“..:,*-.;,: c, ,, 7!,(71 f h s`7T l TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAILED TO CCA SILL(2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES TRUSS PLgCARDINGREQUIRED (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong—Tie, N EWELT No substitutions are approved or authorized. HEIGHT, BUILDING. THEVERTICAL DISTANCE STAIRS 40 (c) 10 WASS E RMAN FROM GRADE PLANE TO Due to the relationships of framing hardware to THE AVERAGE HEIGHT UNLIMITED AREA OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 the other components of the structure, any framing SURFACE = NA AS PER TABLE 503 _ hardware substitutions will render these plans RESIDENCE AS PER SECTION 502 OF ROOF 30 10 null and void, and will result in the installer/contractor THE BUILDING CODE OF NEW YORK STATE. assuming responsibility for the design and 1779 SMITH ROAD a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— performance of the entire system. — TOTAL HEIGHT FROM RIDGE TO GRADE NA POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. ! SOUTHOLD, b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. LIST OF WORK K TO 3E PERF 0 R V E D 0\ THE RES D E\ C E NEW YORK LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ROOF DRA \ AGE CALC, L A T 0\ S: DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER N 0 R TH E R \ DECK WOR K ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN E LACE T— E 3 E C K I \ G ON \ 0 TH E R \ DEC < DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. �C OF AREA CF SOUTHERN COVERED POACH REDLACE HA\ DRAILS 0\ \ ORTHER \ DEC e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS Q sq/ft GENE RAL NOTES TABLE R402.2 REPLACE A\ Y ROTTE\ WOOD 0\ \ ORTHER \ DECD EXISTING 100F HAS \CT 3EE\ CHANGED OR LIST OF WORK TO MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BE PERFORMED SOUTHER \ D E C < WORMODIFIED. MINIMUM SPECIFIED SET: ISSUED FOR: DATE: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) THIS WORK IS CO\SIDE�ED TO 3E DIM(\IMUS EX. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL I \ STALL \ E W F 0 0 TI \ G S 0\ S O U TH E R \ DECK NEW CRAWL SPACE NA EX. BASEMENT NA SEVERE (b) \ STALL \ EW POSTS A\ 3 STRUCTURAL IVEVBERS 0\ SOUTHER \ D =CK REQUI�I\G NO ADDITIC\AL DRAINAGE. EX. FIRST FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER ALL ROOF DRAINAGE TO 3E CO\TAINED ON SITE NEW FIRST FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) I \ STALL \ E W DECK \ G 0\ S O U T— ERN DECK NX. SECOND FLSECOND FLOOR NA FLOOR NA NEWSISTER -XISTI \ G PORC — GIRDER AS PER ' LA\ WITH 10 RUN—OFF. 'SEAL: DATE: NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) NOVEMBER 29, 2015 LOFT NA GRADE, EXCEPT GARAGE FLOOR SLABS ALL STRUCTURAL A\ 3 \ 0\ — S TR U C T�, R A L V E v B E R S AD 0 VE DECK ARE TO REV AIN — PROJECT NO: ATTIC (HOUSE)( ) NA OR DE R E— I \ S TA L L E 3 AS DEF C R E ( AS PER 0 W\ E R ) . © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. OF NEW 987-2015 ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Ya DRAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) , ' •5 N' DE R,rr 'Q ATTIC (GARAGE)(a) NA r ° �1' BONUS BDK ROOM NA UNDER FEDERAL COPYRIGHT LAW. r-� �� „� yU�'`ra PLANS MAY NOT BE REPRODUCED WITHOUT I ' , t,. 4 CHECKED BY: PORCHES, CARPORTS AND STEPS EXPOSED TO WOR '\ 0\ HOUSE WRITTEN AUTHORIZATION. tC • :1'1 SCREENED PORCHES NAn A .� w JJD SUNROOM NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2 t, =y � �, SHEET NUMBER: NORTHERN DECK NA SQ/FT THE FOLLOW( \ G WI \ D O WS ARE TO 3E REPLACED I \ < 1 \ D A \ D SIZE WITH — I \ T—' E • D.A.K. ASSOCIATES, LLC. sF '- 41* SOUTHERN COVERED DECK 684 SQ/FT SAVE 0DE\ I \ G S J S I \ G THE SAVE HEADER T— A T IS E X I S TI \ G AT T— I S T V E. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OAROFESSIO `ii COVERED ENTRANCE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa GI POOL HOUSE/ CABANA NA (a) AT 28 DAYS PSI — PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL 3 U \ ITS TW2846 — 2 ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 5 U \ ITS TW2442— 2 the authorization of local governing agencies, such as Suffolk County.Dept. \ DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 1 U \ I T — TW2 46 2— 2 Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (a) WITHOUT STORAGE (e) SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT. (b) WITH STORAGE 4 UNITS — T W 2 4 4 2— 2 construction. 0D A K ASSOCIATES, "' '•' / ,///'//Y.' 7''3V7v,,,' ye'r. 7 ' ' ' 7 /A jitlEIFAllow_lif..!.:141Wcilig Ali 1 4', ll allfgriliPen!FAN 21111;6 W Bfnel rrrrr !,� N 1--6"_o" D -A-K ASSOCIATES, LLC O residential & commercial design•engineering•consulting 1 16,-o" 1 G" 0" f N i___6, 0- 'I 1 6"-0" . "I G'_o" 1 . P0.Box 1675 phone: (631)433-9084 Replace any Rotten Replace any Rotten Replace any Rotten Replace any Rotten Southold,New York 11971 E-Mail: ssbn654@optonline.net or Defective Structural or Defective Structural or Defective Structural or Defective Structural Members in Kind Members in Kind Members in Kind o 0 o Members in Kind n `� _Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC Existing(2) 2x8 Girders on Existing(2) 2x8 Girders on - _ o O O O a o H o OWNERSHIP & USE OF DOCUMENTS: I Existing Footings Existing Footings I I 1 These drawings and specifications including the ideas, design and arrangements represented `� 4therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed W x • — x to others or used in connection with any work Existing (2) 2x8 Girders on Existing (2) 2x8 Girders on Existing (2) 2x8 Girders on Existing (2) 2x8 Girders on or project other than for which they have been A I>A prepared without written consent. xisting ootings xisting ootings ExistingTootings Existing Footings x I I I I • _ N •N -.--. N O O •h I I O Q O O 'F-,3- O p O O 0 La- i V O N N N CV co CV o ia e ,=,• o- N •>'-' -.7. N N j LX W W W Existing 2x8 House Beam S Provide New Stairs as Per NYS. Code Verify All Dimensions Provide New Stairs Prior to Construction as Per NYS. Code WORK NOTES: 3'_4" 3Y4" / , Verify All Dimensions 23 Prior to Construction f';/-3'—1Y4" 3'-04" New 2x6 ACQ Floor Joists - 16"o7 -IT° ° 0 N ,. _� XI in r O ( r� __„ _ N c17' . O ih "� a " I � ;7 "� s-3'-4" r 1-" 3)/4"—/ DN N a o I ] gekI N j.- - _ \ ew (3) 2x10 Flush Girder VP �v 4x4 ACQ Post 17" G' ,,,---/ o 12" Sona Tubed'_°, 1 6x6 ACQ Post Filled with Concrete Existing Single Family Home - o Existing Single Family Home Bottom is to be Min. 3'-0" s o Below Final Grade. _ o � o o o aNI Q O N - O N 3 N 3 Z d co Z 6x6 ACQ Post I •New (2) 2x10 Flush Girder/!��I 4x4 ACQ Post 12" Sona Tubes o Filled with Concrete Ii - Bottom is to be Min. 3'-0" ' Selow Final Grade. N N PROJECT: 0 oC) o L N EWE LT / Q U Q - N I O O cv 3 WASSERMAN z 6x6 ACQ Post 4x4 ACQ Post 4x4 ACQ Post - r tr RESIDENCE 4x4 ACQ Post0 4x4 ACQ Post N Nov (2x10 Flush Girder . -I , A. ;L 1 .1 1779 SMITH ROAD a�� 12" Sona Tubes �;I 4x4 ACO Post �;I 12" Sona Tubes �;1 S O U T H O L D v�� Filled with Concrete t - Filled with Concrete New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACQ Floor Joists - 16"oc. 12" Sona Tubes r , , Filled with Concrete Q°� Bottom is to be Min. 3'-0" m Bottom is to be Min. 3'-0" m d a r r + o Bottom is to be Min. 3' 0" mac. Below Final Grade. - - Below Final Grade. o - ' ' NEW YORK Below Final Grade. 4.7 v 0 - r I `n :sci.K.L.,...4 ACQ Post Z Z o L ' , L , 4x4 ACQ Post �) �r4x4 ACQ Postn \ = r- r r ' t'sr.0 ,, i. New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACQ Floor Joists 16"oc. I ; -; DRAWING TITLE: Via/ i 12" Sona Tubes 6, 4x4 ACQ Post 12" Sono Tubes 6 b 0 r o Filled with Concrete Filled with Concrete F, 3 , ©�oCV g o Bottom is to be Min. 3'-0" o Bottom is to be Min. 3'-0" : Z ' r I ' g _ AS NOTED \tip 3Iy Below Final Grade. ��t Below Final Grade. N I I i r r r ' L(� _.,„,_L g5\�� 12" Sona Tubes Z 3 3 ,_,,..,• -, / �illed with Concrete Z Z Z New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACQ Floor Joists - 16"oc. I New 2x10 ACQ Floor Joists - 16"oc. New 2x10 ACQ Floor Joists 16"oc. , Bottom is to be Min. 3' 0" ! = r r ' Below Final Grade. ■ _ 6x6 ACQ Post 6x6 ACQ Post 6x6 ACQ Post 6x6 ACQ Post 6x6 ACQ Post N _ i N SET: ISSUED FOR: DATE: — J " / " _ " „ „ — II 7 10Ya 11 10Ya 11 —7 / 12' 1Y4" � 1L —2Y2 � 11 10Y4 / 11'-7 / 12' 1Y" 4 23/4" 23/4" 23/4" J` 12'-0" l' 12'—0" ='SEAL: DATE: NOVEMBER 29, 2015 Provide New Stairs Provide New Stairs PROJECT NO: as Per NYS. Code as Per NYS. Code © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. �f NEW y 987-2015 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 111 ��- ,pEc off, DRAWN BY: F0011NG I GIRDER PLAN F RA IVI I N G PLAN UNDER FEDERAL COPYRIGHT LAW. P<,c, , Rhor�i- BDK PLANS MAY NOT BE REPRODUCED WITHOUT -, "'E�'1� w CHECKED BY: SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-o" WRITTEN AUTHORIZATION. ;.FS .,?;a w IJJD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �y � ;�'�;�: c SHEET NUMBER: D.A.K. ASSOCIATES, LLC. �F\�. 07 `� ' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE /90F-""vii 1 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. A O 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, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. • ,� �� tir ;/,'%/,', "�" / r ' '/,/, ,�i//. rn':_.,. �`i /moi!' // i �f�„�,•,,, ,sr% Simpson Tydown _ - - /AI %.1`Ri iii 'i is he� �_- _ _ :1. /, %r ----- -air__ RRRRR FiI R 1 f r-' ��_Provide Bird Blocking as necessary above girder d i ____ r I 1 L____----'- 1 1 c Simpson Strong -Hold Screws or Equal @ 2'aa. D°A°K ASSOCIATES, LLC Provide New Railing as Per NYS. Code Rough Sawn Pine or Cedar 1 I� O residential & commercial design•engineering•consulting I 16'," - Existing 2x8 Girder around the Perimeter �' ' ; ?I Simpson Strong -Hold Screws or Equal @ 2'oc. '1 6' o" '1 Screen Pocket Trim /y. P0.Box 1675 phone: (631)433 9084 Sister Existing Porchi Girder above with Southold,New York 11971 E-Mail: ssbn654@optonline.net ;•, (2)14"x 9g LVL's P 1 1 Screen Location ' '••' Rough Sawn Pine or Cedar �� Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associa_tes,LLC Providekit New Decking _ OWNERSHIP & USE OF DOCUMENTS: I_ 0 q•: - - ; •• . Replace any Rotten These drawings and specifications including the Replace any Rotten oa or Defective Structural Provide New Stairs Provide New Stairs or Defective Structural ideas, design and arrangements represented Members in Kind as Per NYS. Code as Per NYS. Code Members in Kind ° p p y therein, are the ro ert of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed - - to others or used in connection with any work SCREE\ED DECK AREA or project other than for which they have been prepared without written consent. Simpson Tydown _ -'`-" Provide New Railing Provide New Decking Provide New Deckinq Provide New Decking Provide New Railing _ -------,--- - as Per NYS. Code as Per NYS. Code ------ __ _ - ' ' _ �~ Provide Bird Blocking as necessary above girder O 0 �- 1 - 1 1 1"I Simpson Strong -Hold Screws or Equal @ 2'oc. ID Rough Sown Pine or Cedar IMI! ; ; Existing 2x8 Girder around the Perimeter I "1 Simpson Strong -Hold Screws or Equal 02'oc. New 2z Packing ---- Sister Existing Porch Girder above with Provide New Decking Provide New Decking Provide New DeckingN___ (2)14"x 9r LVL's Rough Sawn Pine or Cedar OPEN DECK AREA VVerify All Dimensions Verify All Dimensions PORCH GIRDER DETAIL Prior to Construction Prior to Construction Provide New Stairs SCALE: 1 " — 1 '—O" WORK NOTES: and Railing as Per NYS. Code • s--3'-4" •NES .Y N..,. i___ a __________-----: , ____ -------- ._ ___ ____ „ • _. _______ ________ . • .. .., ..,,,,,.....m. -- _____ ______ _ c�tfUCtufe I __ - -- 3 ® Simpson Tydown _ - _ _ - ' 'I ■ Existing Single Family Home -- _ _ _____:�" _ ___________________. SCREENED DECK AREA■ _ o s _JN 1 I I - -Existing2x8 Girder around the Perimeter 0 3 H.-14 ----- ------------- ---__-- 1 :N s . i 1 Provide Simpson Strapping or Sister Existing Porch Girder above with Lt 1 Post Cap System (2)14"x 9" LVL's (See Detail) :,..F-,,-. , I I VN I d 1 I INv N ! _E o Er 7E' w I i i , _ 1 c L 3 i__ 0 i ; a) PROJECT: I NEWE LT / wIISCEENEO DEC/ AREA i j� Existing Wood Posts Existing Wood Posts X -- ; \ To Be Re-used To Be Re—used / 'I L� WAS S E R M A N N ' RESIDENCE Provide Simpson Strapping or 0 ' Provide Simpson Strapping or Post Anchor System • Past Anchor System 1 1 4^ Decking 1,0:1--•-•-•'-- � " Decking {/ 1779 SMITH ROAD !� II II II II II — II II II II — I 1 1 I I 1 1 11 11 II I I 11 11 1 SOUTHOLD, - I 1I I � II II II 11 11 II II I i. r 111111111 • 2 in 2x10 ACQ Floor Joists- 16"oc. NEW YORK • — — \2x10 ACQ Floor Joists - 16"oc. — Simpson 6x6 Post Cop Simpson 4x4 Post Cap 20 N SCREENED DECK AREA OPEN DECK AREA ® o Or Dr DRAWING TITLE: o x Simpson Strapping Simpson Strapping N a lirr Ell . I M rn ,7' i o —"toSimpson 6x6 Post Anchor Simpson 4x4 Post Anchor �� Z in — AS NOTED 1111111111111 xisting Roof S tem Above Existing Roof System Above Existin Roof System Above L c,, . z, "x12" Anchor Bolts 1—.L .- ,aIR fr._l SET: ISSUED FOR: DATE: Sister Existiing Porch Girder above with Sister Existing Porch Girder above with Sister Existing Porch Girder above with Sister Existing Porch Girder above with (2)14"x 9r LVL's (See Detail) j,, (2)l4"x 93" LVL's (See Detail) (2)1 "x 9" LVL's(See Detail) (2)1 "x 93" LVL's(See Detail)y 11'-10)/4" II 11'-7" r' 12'-1Ya,. Ij,. 23/4„ 12" Sona Tubes 12" Son: Tubes 12" Son: Tubes Filled with Concrete Filled with Concrete Filled with Concrete 1 12'-0" Bottom is to be Min. 3'-0" Bottom is to be Min. 3'-0" • Bottom is to be Min. 3'-O" SEAL: DATE: Below Final Grade. Below Final Grade. Below Final Grade. NOVEMBER 29, 2015 Provide New Stairs PROJECT NO: as Per NYS. Code OF NEW Yp 987-2015 © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. F. pEERk �� DRAWN BY: DECKING PLAN TYPICAL SECTION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED °s UNDER FEDERAL COPYRIGHT LAW. 4. 1.4 ti�4�¢.yr4 BDK PLANS MAY NOT BE REPRODUCED WITHOUT ` `, ,. w HECKED BY: SCALE: 1/4"= 1'-0" WRITTEN AUTHORIZATION, �'e:�" JJ D ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '` SHEET NUMBER: n _ in ��No. 0�1,0, �,SCALE: 1/2 = 1 —O D.A.K. ASSOCIATES, LLC. F,0A, 1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A2 0 2 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, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction.