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HomeMy WebLinkAbout37137-Z 'T Town of Southold Annex 12/6/2012 �a�pgyFFat,���G P.O.Box 1179 � 54375 Main Road o �, 4 Southold,New York 11971 dal CERTIFICATE OF OCCUPANCY No: 36071 Date: 12/6/2012 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1025 Ninth Street, Greenport, SCTM#: 473889 Sec/Block/Lot: 48.-2-32.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/5/2012 pursuant to which Building Permit No. 37137 dated 4/13/2012 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: Additions& Alterations to an Existing Single Family Dwelling_ Kitchen, Bath, Mudroom, Deck, Pantry, as applied for. The certificate is issued to Armando&Corazon Enriquez (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37137 10/16/12 PLUMBERS CERTIFICATION DATED 8/9/12 D' '-zio Plumbing&Heating A rite ignature V221Z TOWN OF SOUTHOLD BUILDING DEPARTMENT . y TOWN CLERK'S OFFICE oy • o� 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#: 37137 Date: 4/13/2012 Permission is hereby granted to: Armando & Corazon Enriquez 62 Andrews Street Manhasset, NY 11030 To: Additions & Alterations to an Existing Single Family Dwelling; Kitchen, Bath, Mudroom, Deck, Pantry, as applied for. At premises located at: 1025 Ninth Street, Greenport SCTM # 473889 Sec/Block/Lot# 48.-2-32.2 Pursuant to application dated 4/5/2012 and approved by the Building Inspector. To expire on 10/1*3/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $398.00 Total: $448.00 Building Inspector f'\� RJ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50,00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: ll Old or Pre-existing Building: (check one) 4 Location of Property: dZ,5 ! f�l ls.� fie.f.1 House No. J� Street /1 Ha let Owner or Owners of Property: 7712-1�'l(L l���G�zflh �Q,� j (,( e Z Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. r-7 L�?'�7 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � ` ►OCLI a'PP' Applicant ignature OF 50!/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt(G7town.southold.ny.us Southold,NY 11971-0959 CUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Enriquez Address: 1025 Ninth St City: Greenport St: NY Zip: 11944 Building Permit#: 37137 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 76 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water 2 GFCI Recpt 10 Wall Fixtures 5 Smoke Detectors 7 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 1-40E Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1 Emergency Fixtures Time Clocks Disconnect 200a Switches 62 TWst Lock Exit Fixtures TVSS El Other Equipment: 200a overhead service, 3-exhaust fans, 1-hydromassage tub Notes: Inspector Signature: , Date: Oct 16 2012 T 81-Cert Electrical Compliance Form.xls Hut Town Hall Annex Telephone(-63.1)•765-1$02 54375 Main Road Fax(631)76 -9502 P.O.Box 1179 Southold,New York 11971-0959 Q coumi BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: 9 -9 — � � Building Permit No. Owner: � �� J e ( ease pruit) Plumber: ?i cy iy jc� FI (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1%. lead. Plumbers Signature) . Sworn to before me this day of 20 CON NIE D. BUNCH Notary Public,State of New York No.01 BU6185650 . Qualified in Suffolk Coen Commission Expires A,! Notary Public, LA CGU my 8T3 7-27- OE SOUryO`o O�ycO�y�� TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - DATE �lr l INSPECTOR OF SO(/l�o 2/3,7 # G Q • �O cOUHi`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: '� . DATE INSPECTOR OF SO�l�o c0UN1`!, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.. .. [ ] FOUNDATION 1ST [ ;7N-SULAITION O PLBG. FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) f REMARKS: < ' DATE ANSPECTOR 1 7 / OF SO �ryolo ilk- cOUNiV,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH LBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 9 INSPECTOR �f CaNlA1�TS. .D S.L_, • ON 3t&P DATE W FOUNPAITION OST) w7MwMw!wrT�wrwr� ri .. .. FOUNDATION(2ND) �✓g-1 / �tOUCt$1��,�112Yl�TCr•& y PLUMBING r ` II�I�ISUL•ATION P911 N.Y. 'y STATE EI!FERGY CODE. ' . FINAL ADDITIONAL.C2M NTS . 13 5-�- 12 l o n c' z tv TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you-have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 7 Survey www. north fork.net/Southold/ PERMIT NO.. Check:(O re)Ak Septic Form DN.Y.S.D.E.C. �.[ _ Trustees Examined (`— 20 -- - 4 2012 ontact: D R L� /�S SOL LL L Approved__13 ,20 APR Mail to: P.O. Z>,,,� I(0'75 Disapproved a/c N`f l I0jrf( BLDG.-DEPT. / TOWN OF SOUTHOLD Phone: Expiration l 0 '— 13 ,20 13 Building Inspector- „ APPLICATION FOR BUILDING PERMIT Date 03- 3 O , 20 Z INSTRUCTIONS; a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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: (Signatur 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 -A 60 R, L'O 9 A Zz N (As on the tax roll or latest deed) If app t o ration, signature of duly authorized officer P (N e and title of corporate officer) Builders License No. C VLA��� T►��r P Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section _�S _Block 2 L opt. .. 'I 2 `�"'?` k_1 Subdivision Filed Map No. Lot (Name) :1 . ? ; F,:E:.0 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy `i ES i bF►-kTj L_ b. Intended use and occupancy -Rf;�_S r 6ca t`I 3. Nature of work(check which applicable):New Building Addition 1/^ Alteration V Repair V/ Removal Demolition 1/ Other Work t2;C/pc,v,m61j,(q (Description) 4. Estimated Cost �/DI 0 0 a Fee S kE01 u<« EafTi� H%303E (To be paid on filing this application) 5. If dwelling,number of dwelling units 00,W Number of dwelling iunits on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nattire arid-ekterit of each type of use. NA 7. Dimensions of existing structures, if any: Front 3y t Rear 3 Y' Depth Y Z Height (i� 30` Number of Stories Z'/Z Dimensions of same structure wiValiterattio-Ps-=rr ditions: Front Rear Depth Height Number of Stories FEE x►.5-r Q�cTvg�r_ m,%L(L_Y 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1)2.gyr Rear II2-57 Depth /65' AV4, 10. Date of Purchase ZD I Z Name of Former Owner' 11. Zone or use district in which premises are situated - ESi A 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO_XWill excess fill be removed from remises?YES NO X VZU P_%Q U 5Z- >; 0_0(L.A Z- ,J N, /�j'L . VTR-. J'MAr-At4ASSrzTI 1�1�, 111030 14. Names of Owner of premises Address Phone No. Name of Architect N SAX. F %06 LLC-- Address P, J-0PAoneNo Name of Contractor G J,-.L.tom '3'Hb2-P Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. is this property within 300.feet of a tidal wetland? * YES NOTE * IF YES, D.E.C. PERMITS MAYBE 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. STATE OF NEW YORK) SS: COUNTY OF S+m9a L.4 3Xu)S, I— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Ar (S)He is the y`°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 die best oflus knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swor,(r to before me this `I day of 20 No Public LJS6ature of Applicant CHRISM RMM Notary Public,State Of New lltolk No.0IF06177911 Qualified in Suffolk CKMV Oommissim Expires November!!,294 tf So Town Hall Annex Telephone(631)765-1802 54375'Main Road ,,aaxx(b31)765,,95Q2� P.O.Box 1179 GAO r erJ.chert ro n.SOU o .n .US Southold,NY 11971-0959 BUIMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:MIM Company Name: Lox 38 , INC. Name: GREENPORT, NEW YORK 11944.0038 License No_: Address: Phone No.: L — JOBSITE INFORMATION_ (*indicates required information) *Name: *Address: (60t �� *Cross Street: _ �" *Phone No.: Permit No.: 321 Tax Map District: 1000 Section: Block: Lot: *BRIEF ESCRlPT N OF WORK (Please Print Clearly} (Please Circle All That apply). Is job ready for inspection: YE l NO Rough in Fina *Do you need a Temp Certificate: ES NO Temp Information-(If needed) *Service Size: (!Phase 3Phase 100 1,5Q C2O 300 350 400 Other *New Service: Re-connect Underground Number of Meters) hang. of Sery ci e �verh" Additional information: PAYMENT DUE WITH APPLICATION ,h v L•d oF so�ryo Town Hall Annex ~� l� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q �ycou�m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD September 21, 2012 Armando & Corazon Enriquez 62 Andrews St Manhasset, NY 11030 Re: 1025 Ninth St., Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37137 —Addition/Alterations *OF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 1 1 97 1-0959 �l re NNI BUILDING DEPARTMENT TOWN OF SOUTHOLD November 27, 2012 Armando & Corazon Enriquez 62 Andrew St Manhasset, NY 11030 Re: 1025 Ninth St., Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37137 —Addition/Alterations • 5URVEY OF PROPERTY Street F: GREENPORT LOT NUMBERS REFER TD 51TUAT PLAN OF PROPERTY AT GREENPORT "rO'w�' OU'� �� SUFFOLK CO. NY KNOWN AS GREENPORT DRIVING PARK" 5UFFOLK COUNTY, NY FILED DEC. I, IQOa A5 FILE#3bct �1 SUR\&YEP 03-03-2012 SUFFOLK GDUNTY TAX 11 1000 - 4B - 2 •- 52.2 ��Or'771 CERTIFIED TO: Armando R. Enriquez `�� Gor.azon N. Enrlgyez Fidelity National Title fneurance Company of New York - az°•xS82046-910,rB *Q e. NOTE51 v m ry fr. 1. OOn P4.. Q ai 9f�Bd `y ry _ ± °` -�` MONUMENT FOUND rb.s a q �8 r , O PIPE FOUND � 9.b• ��� 1/1 ''S�-1 �� 00Z0= HEDGE Area =Area = 0.45 AGRE5 --� lob 0 �-I i a f ,�pF NF�y C. t%"UMOPMd alterat Ion or allmOn to a lu eY l 4 00.W hog 0 J1Cenite Ianp fue 001•3 1te7 le j�\�/+ (� 'Q riolmm of HMO 72M sup-Qarleaam 2, of the •�� �� ' r'fj, �� NM Yllk Stott EOVCOt JOn tm ® r,/� led COpit1 fV1 tn0 Of10 th Ot tI—"I", • aI wlpel0 Mitn eq ObeQcm of tnt)en0 eorrey 0r'e H 6- 769 � ^-max lteme0 lrel snail be tOnttdere6 to pe ral l0 erve COpafe' •Ctrti}iCat laS JttllrOtCtl n=W 11gna CY 0 0. tlog C ea! p1.cee Ip w Or-ens!YIN the r- ,ltleq COtle at Statute for taO0 SurrrY7 a0oetetl tt� Oy tnr Col" YOrt State 11fOCSOt iOn Ot 01 el03 aneJ \\`` (. IOnO to No0r0. ft O CCrt7Citet i0n5 f1e11 rVn On17 Q t0 tee bere0p for vnam[ne aarvty 11 OreO etl• yjlr�='+ (��/� (�VVV- IN on nt1 brnelt to tns tour t1"tny, garermen- "�, e tree -�/f at `' tal aOentY Ono fettle nq Initltut'}On St1,h.tenon, eta +n to tae etelgneu Of ma temmhp init ituuon. C.,"I who ere not trenlfera0le to aOtllt'"41 initaNtlonO JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE 1"= 30' 6EASTMAINSTZEET N.Y.S.LIC.NO,50202 ---- RIVERTEBAD,N.Y.11901 �_� ^� 369-8288 FAX 569-8287 REFERENCE # 98-194 3 7 / 37 / BUILDING PERMIT EXAMINER CHECKLIST --Date Submitted: ^ -1� Date Reviewed. Applicant: &L .s-1 86a) Owner: Env An iteWEngineer: Estimated Cost: SCTM# 1000 — �- — d�; Subdivision• AZone: Conforming? Property Address: 0 City: Pre COs? Building Permits (Open/Expired): BP -Z/Go Z= ,Info: BP -Z/C/o Z_ ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o Determination: a ST-0R1.A'W T_E_ -Q,FF: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. Aa`7o ACT: Lot'Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear RE . Height.3,S ACT. Height R E c . 6o'tH SIDES A C T Project D cription Waterfrout?JY o N If yes, water body: '� Panel# Flood Zone: B`ulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ?LRNS(&f) SjGNED, 5, -,4_ED SuPVEY DR SITE PI-AN Suffolk County Health: Y or, - If yes, *Bed#: _ *Date: _/_/ *Permit#: Town Septic: Y-N Suffolk County Health: Y Oro - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 911175 Y or I�- Date: _/ /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y oro Date: /_/ Permit#: or NJ Letter-Notes: Southold ZBA: Y or 0- Date: _/_/ Permit#: -Notes: Southold Planning: Y org- Date: '/ / Permit#: -Notes: Town Landmark C of A: Y o&DTE: _/ /_ *NYS CODE-Compliance (page 2): Y or N CaNTRAcT49 QCE-WSt nls�B��irY t.1/4BiLlTY 1�t/Qkk�f�NS CotitPFiVS�T/Di1/ Notes: Fee Structure: Calculation: �-y q , Foundation: SF / 1 �/1�!¢� I X $ . Od First Floor: '� SF g EE + Initial Fee: $ -0 0 0 0 Second low: SF 1 ®.7p +Additional Fee ( ): $ Other: Gc.Zt-c.� SF� Di SF X$ , _$ Total: SF 3 17 ,�T +Initial Fee: $ +Additional Fee $ C of o FEES _50,00 As GUILT FEE -69 TOTAL: $ 3 9 8 / 00 B. P 37 / 37 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: _ —f'� Date Reviewed. fr�� Applicant: Owner: AtthiteWEngineer: Estimated Cost: / SCTM# 1000 — Subdivision: one: Conforming. Property Address: 0 City: Pre COs? Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/O Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y of T Determination: SToRM ff-M&R__Qt4-o,F.F= REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. 42 a 7 ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear RE=Heig�tr3,S ACT. Height R E 0. SoTH S1 DES ACT i Project D scription: Waterfront? o N? If yes, water body: Panel# Hood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLq N S(&f) SIGNED, SEtILED SuPvEY oR S'I�E PLAN Suffolk County Health: Y org- If yes, *Bed#: _ *Date: _/_/ *.Permit#: Town Septic: Y•N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or/9- Date: 1 /_ Permit#: or NJ Letter— Notes: Southold Trustees: Y or N9- Date: / /_ Permit#: or NJ Letter—Notes: Southold ZBA: Y or Date: _/ / Permit#: —Notes: Southold Planning: Y or Ig- Date: / 1 Permit#: —Notes: Town Landmark C of A: Y o I1QDTE: _/ /_ *NYS CODE-Compliance(page 2): Y or N CQNTRA<TVk L1Ce-MSt D15AB1LITY LIABIL4TY _,11IA)kk1Y4:1 S CoMAFIV SST AI Notes: Fee Structure: Calculation: Foundation: S.F X $ =$ l �� 00 First Floor: 41SSF + Initial Fee: $ -0 6 ` @-O Second Floor: SF +Additional Fee ( ,: $ Other: SF SF X$ , =$ Total: SF +Initial Fee: $ +Additional Fee C of o FEE) .50,00 AS S t1 I LT FEE e_ TOTAL: $ 9 8 00 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC-DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPT1VE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: YIN EGRESS 5.7 S.F.: YIN i LIGHT 8%: YIN TENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: YIN PLUMB ING RIS ER D IAGRAIvL�Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: YIN i U ( ESCNEC� �016 a� �ENERGY CALCS: /N TOTAL COMPLIENCE? YIN (RETURN TO PAGE ONE) S REScheck Software Version 4.4.3 Compliance Certificate Project Title: ENRIQUEZ RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1025 9TH STREET BRETT KEHL BRETT KEHL GREENPORT,NY 11944 DAK ASSOCIATES LLC DAK ASSOC.LLC. P.O.BOX1675 P.O.BOX 1675 SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 765-1862 631-765-1862 ssbn654@optonline.net ssbn654@optonline.net Compliance'.Passes Compliance:16.3%Better Than Code Maximum UA:392 Your UA:328 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross, • Agsernblyor or D•• Perimeter • Ceiling 1:Cathedral Ceiling 1020 30.0 0.0 34 Skylight 1:Wood Frame:Double Pane with Low-E 9 0.330 3 Ceiling 2:Flat Ceiling or Scissor Truss 167 30.0 0.0 6 Wall 1:Wood Frame, 16"o.c. 2258 21.0 0.0 104 Window 1:Wood Frame:Double Pane with Low-E 337 0.300 101 Door 1:Glass 61 0.310 19 Door 2:Glass 17 0.310 5 Door 3:Glass 17 0.310 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 911 19.0 0.0 43 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 167 19.0 0.0 8 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and mply with the mandatory requirements listed in the REScheck Inspection Checklist. 2- Name-Title natu Date QF NEw �PYy ). DEE y0 pA� D 7. �FfSSION Project Title: ENRIQUEZ RESIDENCE Report date:04/03/12 Data filename:C:\My Documents\REScheck\Enriquez.rck Page 1 of 1 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND CO �NTRACTOR N 0 T E SGeneral Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. e.. 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: 2. All structural wood shall be in accordance with the national design specifications for wrood construction — latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D �A°K ASSOCIATES LLC 9 p residential & commercial design *engineering a consulting 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 506 Main Street phone: (6311 767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach,New York 11978 fox: (631�466-3354 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. -EndE-MaD ignAss8iates,com BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoski,Arm&Kehl Associates,LLCoformerlyEastEndDesignAssociates,LL_C_ AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES F, ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: 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 (APA)) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of f(oce plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE IND)ICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION, therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. LLC. No part thereof shall be copied, disclosed p p (• ) # 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8• Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR ming Lumber: DF (north) No. 2 or better REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Fra B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK.. E = 1 ,600, PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWNJ 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 REQUIIRED 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. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 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, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MANY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TIRADESMAN 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 REMOVE=D TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 1 1 , ALL DIMENSIONS ARE ESTABLISHED FROM 1THE 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. HARMLLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE (REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WIORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILIITY 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 RIOUTING 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 CONTRACTORSHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED, THE WORK MOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONJNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED IBY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE N 14• THE CONTRACTOR WILL COORDINATE THE R(OUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, 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 RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 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 0)F DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. - RESOLUTION, ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 15. ELECTRICAL CONTRACTOR OR ALARM SYSTEI'M CONTRACTOR TO INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS " PER NEW YORK STATE CODE. SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) C SEVERE S—O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 Q NOTE: 'I/ VENTSALL ARE TO BE LOCATED DESIGN CRITERIA _ ALL VENTP PES ARE TO HAVE LEAD COAT AT THE REAR OF E HOUSE COATED COPPERSLEEV S / COVERSl' PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) 1 USES(s) AND OCCUPANCY CLASSIFICATIO)N(s) USE LIVE LOAD DEAD LOAD USE OCCUPIANCY EXTERIOR BALCONIES 60 10 ROOF II 3" THROUGH ROOF I 3" THROUGH ROOF II 3" THROUGH ROOF � ROOF RESIDENTIAL R-3 DECKS (f) 40 10 SECOND FLOOR MASTER TYPE OF CONSTRUCTION (CHAPTER 16) PASSENGER VEHICLE GARAGES (a) 50 a 10 BATHROOM BATHROOM 2.1 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 3 2" 3 2 ' V B (ASH R ATTICS WITH STORAGE (b,e) 20 10 ;;7 2" 2" 2•• PROJECT: SHOWER 2•• 2' HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS SECOND FLOOR 2 Tue SHOWER 40 10 SECOND FLOOR HEIGHT FIRE AREA 2 2" SLEEPING ROOMS 3" 2" 2" 3" 2' 2" 2" 2" EI'MmIQUEZ 30 10 3 3' 3' HEIGHT, BUILDING. 3" 3" MUD ROOM THE VERTICAL DISTANCE STAIRS 40 (c) 10 BATHROOM KITCHEN FROM MAVERADE PLANET O UNLIMITED FAREA 3 3 3„ RESIDENCE THE OF THE HIGHEST ROOF 3 STOR)Y GUARDRAIL AND HANDRAILS (d) 200 (c) 10 2 2" SURFACE = NA AS PER TABLE 503 ' AS PER SECTION 502 OF' ROOF 30 10 3" 2" 2" THE BUILDING CODE OF DW , NEW YORK STATE. Shower 2 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— FIRST FLOOR FIRST FLOOR TOTAL HEIGHT FROM RIDGE TO GRADE: NA. ((EXISTING) POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. 3.. 2" 2" 9th STREET b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3 3 GREENPORT, NEW YORK, 11944 3' LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER C.O. C.O. c o 4" F.A. VENT 6" DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOU(GLAS FIR — LARCH #2 AND BETTER STRESSES. c O AeovE GRADE C.O., 4"C.0. ALL EXT, DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 3" 3" " ACCORDANCE WITH SECTION R802.10.1. 3 4" Cl TO SCWASEWERAGEASYSTOEM D GENERAL NOTES e) SEE SECTION R502.2,1 FOR DECKS ATTACHED TO EXTERIOR WALLS HOUSE TRAP PLUMBING RISER DIAGRAM TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE PLUMBING RISER DIAGRAM (N T S) SET: ISSUED FOR: DATE: AREAS OF STRUCTURE SCOPE OF WORK TO BE PERFORMED MINIMUM SPECIFIED NOTE: COMPRESSION STRENGTH (a) (fc) ALL PLUMBING PIPE SIZING TO COMPLY WITH NYS CODE CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT NA 1) WINDOWS IN BAY ON THE WEST WEATHERING POTENTIAL FIRST FLOOR NA SIDE OF THE HOUSE TO BE BE SEVERE (b) REPLACED WITH 9'-0" PATIO DOOR NEW SECOND FLOOR NA 2) OPENING BETWEEN KITCHEN AND BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA LIVING ROOM TO BE ENLARGED CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA 3) MUD ROOM BATHROOM TO BE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAP' ( )ER ASSOCIATION AF & PA WOOD FRAME MARCH 18, 2012 ATTIC (HOUSE)(a) IV RECONFIGURED A BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ©COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. PROJECT NO: ATTIC (HOUSE)(b) NA 4) PROVIDE PLATFORM AND STEPS GRADE, EXCEPT GARAGE FLOOR SLABS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 948-2012 AT LOCATION OF DOORS ON THE NO SUBSTITUTIONS UNDER FEDERAL COPYRIGHT LAW NEW GARAGE NA WEST SIDE OF THE HOUSE . SECOND FLOOR GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS AWN BY; All Framing Hardware Shown on these Plans, PLANS MAY NOT BE REPRODUCED WITHOUT (DVNEW y 5) HOUSE TO BE GUTTED BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS., O BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong— WRITTEN AUTHORIZATION. �P� �.DEER 'Q� 5• O CHECKED BY: SCREENED PORCHES NA 6) PROVIDE NEW HVAC Tie. No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `� �� ', s�* ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY . . f: � CC JJD SUNROOM NA D.A.K. ASSOCIATES, LLC. 7) PROVIDE NEW PLUMBING PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCCULATED FOR EACH CASE. r x'' ''„ w SHEET NUMBER: DECKS IVA Due to the Relationships of Framing Hardware THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE z COVERED BREEZEWAY NA 8) PROVIDE NEW ELECTRIC SERVICE THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) SHEATHING NOTES: to the other Components of the Structure, any PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. �2 x ; COVERED ENTRANCE NA THROUGH—OUT THE HOUSE ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE [NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render dF� 'ao. 0725� POOL HOUSE CABANA NA 9) PROVIDE NEW SHEETROCK & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the P-, SSX . G1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for UNCOVERED ENTRANCES NA ) 9 P Y Acceptance of these drawings does not authorize the right to build without 10 PROVIDE NEW REPLACEMENT (a) AT 28 DAYS PSI STEPS PLATFORM 124 sq. ft. WINDOWS AND DOORS (b) SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL the Design and Performance Of the Entire System. the authorization of local governing agencies, SUCK as Suffolk County Dept. DOB NUMBER: OF CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BCOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (a) WITHOUT STORAGE ( ) _ JAMES J DEERKOSKI, PE (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to (b) WITH STORAGE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. ( ) (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE Construction. © D•A•K ASSOCIATES, uc SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTIONUSE A TWO AMUSIMUM E MTS20 LTS20 D U -FIR LA H S IN UPLIFT TWO 8d NAILS THIS SIDE OF TRUSS. / --- ---ALLOWABLE LOADS 1'2 LOAD / 5.1 FASTENERS LATERAL WITHTOTALo /• O o -- ----FOUR MODEL GA UPLIFT UPLIFT 1 160 8dx1 CODE o J - - / TO TO AVG ( 33/ ) REF. BNTO TRUSS oo J o i N0. NAILS � � -- o0 04 -- ---- - RAFTERS/ PLATES STUDS ULT. (133) (1�0) F FZ (133& _ STU "- ° TRUSSirn) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION __= TAKE-SIMPSON CONNECTORS MANUAL FOR ALL FOOT NOTES AND ___ TAKE-UP WASHER PROVIDE (1) HGAtOKT ON H7 16 4-8d 2-8d 8-8d 2991 930 9835 400 5, 44 _ SIDE N CEILING JOIST J� AND ON SIDE OF RAFTER iJ oAoK ASSOCIATES, LLC PROPER INSTALLATION PROCEDURES •j , residential 8 commercial design o engineering o consulting H6 16 8-8d 8-8d 3983 915 9550 650 5, 44 0 o — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ"x12 (TOTAL) AVG LENGTH O)F BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o • • / 506 Main Street phone: (6311767 6071 RODE INTO ° °. .• ° Westham fan Beach,New York 11978 fox: MODDEL GA MAX. CLEAR ULT. LFTA LFTA PLATES ° L p (631�466-3354 • E-Mail: CArm8888@aol,com ®° WIDTHSPAN L OTY DIA 2�•' 3" 3}" 1}" 2" 2}" 3 3}° EIGHT-' o ° • SP4 •• IN NAILSa Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC N LFTA 16 2J" 17" 3811" 16-10d — 4200 1205 1400 5, 44, 85 STUD °• OWNERSHIP & USE OF DOCUMENTS: 2 DOUG-FIR LLARCH / SO. PINE o0 FASTENERS ALLOWABLEE UPLIFT LOADS These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE NO. ULT. REF. LFTA LSTA21 ° 1od 1od x 1}" °° property (133 / 1610) (133) (1so) ideas, design and arrangements represented therein, are theof D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° o ° to others or used in connection with any work ° °° ° or project other than for which they have been o ° o° 0 prepared without written consent. MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ART "x12 0 Simpson Strong-Tie 0 ° HGA10 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 GNW- DETAIL "Ell ° COUPLER NUT H Equal number of °0 DOUG-FIR-LARC TYPE OF DIRECTION SO. PINE CODE specified nalls In °° MODEL CONNEC- of LOAD ALLOWABLE LOADS REF, FLOOR ROOF (133/ (100) (tzs) tso each end NO. TION Simpson Strong-Tie DETAIL ��K11 G 515 645 670 CS16 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 ARTJ"x12 STUD DEFLECTION DEFLECTION CODE o MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. STU 8'- N0. BASE BODY a ANCHOR BOLTS ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o0 SIMPSON 5 S LOAD DESIGN TAKE-UP WASHER GA GA HB SB W H B SO CL DIA � DESIGN WHEN RAISED OFF ° o QTY DIA 14" 2" 2J" 3' 3}" 54" LOAD THE SILL PLATE o 0 HD2A 16 12 41%" 2}" 2J" 8" 2 �" 1 �' 2 12150 1555 2055 2565 2775 2775 1 2760 1 0.058 1 0,077 2, 43, 82 ° ALLOWABILE UPLIFT LOADS 0 ART8"x12 MODEL DIMENSIONS FASTENERS NO. AVG DF SP ODE W L STUD PLATE ULT. (133) / (160) R SP4 3> " 7J" 6-10d x 14" — 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABILE TENSION LOADS CODE NO. GA y� L NAILS 1000OR (133) (160) REF. o° WORK NOTES: LSTA21 20 1 21 - 905 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABILE TENSION LOADS CODE GA NO. W L NAILS 100�R (133) (160) REF, Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1 1025 1 13- 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END SPACING REF, HD2A (LENGTH L GA CUT LENGTH (TCOTAL) (100) (133 / 160)2 oc. OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hl6mpsom Strong-Tie CS16 150, 14" 16 CLEAR SPAN +31" 2t8-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS DN. D -F AR PIN A WA NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" N0. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 10d 16d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 —_ 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" STU 5"_ HUS210-2 14 3J 9A" 2 8-16d 8-16d 6076i 1755 2105 — 1650 1900 2065 11, 36, 84, 122 1 ARTJ"x12 8 0 -FIR ARCH S0. PIN WALOADSSIMPSON FASTENERS UPLIIFT UPLIFT LATERAL CODE NO. GA (133/160) REF, TAKE-UP WASHER MODEL AVG ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 1 14 1 4-SDSJ"xl J" 4-SDSJ"x3" 15273 435 1 435 1165 940 CNW- USE A MINIMUM OF SP4 ° COUPLER NUT TWO 8d NAILS THIS _ SIDE OF TRUSS. COUPLER NUT SP4 STU 8"- TOTAL FOUR /. • o o SE A MINIMUM OF SIMPSON NAILS TWO Bd NAILS THIS MTS16 Sru IN "- LSTA21 SIMPSON TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 SIMPSON TOTNAILSAL /. • O o HD2A TAKE-UP WASHER 4 Strong—Tie INTO TRUSS LSTA21 T A 21 HUS210-2 o Two o FI PROJECT: 8 AIL o ii PLATES °® ° II �" ANCHOR BOLTS EIGHT °° TWO ° p MQUEZ 8d NAIL 8d NAIL INTO o STUD Simpson Strong-Tie PLATES o 0 DErTAIL "A" "I '"' ESI " EN, H7 EIGHT 8d NAIL ® DETAIL "D" DETAIL "G11 DETAIL "J" LJ OCE INTO o STUD Simpson :Strong-Tle Simpson Strong-Tie LFTA a° °° ROD SYSTEM LFTA 000, LFTA 00 BP 9th STREET N . Y. STATE ENERGY CODE PRE `.� CRIPTIUE DESIGN GREENPORT, NEW YORK, 11944 DRAWING TITLE: SIMPSON WINDLOAD AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUICTION CODE OF NEW YORK STATE, CHARTS & CALCULATIONS LTP4 SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR (REPAIRS, DETAIL "L" & I ' LTP4 ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 — 101 ,4.4.3 STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" 101 .4.4,1 ADDITIONS: Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION('S) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SYSTEM(S) TO COMPLY WITH CODE. SHEATHING NOTES: ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST BUILDING SYSTEMS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. MARCH 18, 2012 LTP4 DETAIL "B" 4, LTP4 WHERE OTHER ALTERATIONS (1) SHEATHING TO BE NAILED TO CCA SILL '� OFp� 948-2012 t'1' PROJECT NO: Yp� WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR Box BEAM Simpson Strong-Tie APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES X� Rios* DRAWN BY: Floor-to-Floor Connections TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN Uf\�SAFE OR HAZARDOUS CONDITION (4) SHEATHING TO BE NAILED TO TOP PLATE * �. �� BDK OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. �..^ Z CHECKED BY: NO SUBSTITUTIONS �^ �- - -�.-� 2 � C� J J D SECTION 402 All framing hardware shown on these plans, �FQAR0F 72 SHEET NUMBER: BUILDING THERMAL ENVELOPE unless otherwise indicated, is Simpson Strong-Tie, IES No substitutions are approved or authorized, G2 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET Due to the relationships of framing hardware to THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. the other components of the structure, any framing DOB NUMBER: of hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J IDEERKOSKI, PE assuming responsibility for the design and © D•A•K ASSOCIATES, LLc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS a dam - — D oA0K ASSOCIATES LLC residential & commercial design a engineering s consulting 506 Main Street phone: (631�767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC oformerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein„ are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 7'-24" 28'-3" '-24 SCWA PROVIDE ALL FIRE—BLOCKING Oil Tank AS NECESSARY TO COMPLY Septic Systerm WITH NYS. CODE. ( Existing Stairs do not meet NYS Code. Rebuild stalirs as r----� Provide New 3j" Dia. New necessary Ito match ISteel Column on 4x4 Existing Stairs. Increase I I 24"x 24"x 12" Conc. posts all clearances if possible Existin 2x10 Floor L____J Footing. Existing 2x10 Floor to allow thle existing stair specs to Joists @ 18 Q oc Code. the NYS. ode. Joists @ 18 oc rm with WORK NOTES: Existing 2x6 Floor N Eistng Joists .D 16"oc o St it L v, c00o C� S o .. Co 00 2 p N N I W to Provide New 3 " Dia. r-us---1 @New New Steel Column on I E I 4x4 (2)2x6 24"x 24% 12" Conc. i T I posts Footing. L L Ho eater CRAWL SPACE "' Heater N Provide min. 2" N ( BASEMENT ,Existing 2x6 Floor concrete slab Joists @ 1E'1oc PROVIDE ALL FIRE—BLOCKING Elg- a) PROVIDE ALL FIRE—BLOCKING AS NECESSARY TO COMPLY M E AS NECESSARY TO COMPLY WITH NYS. CODE. `-' WITH NYS. CODE. Provide 24" wid(e ( access openings,, to crawl space 64" 13'-2" 13'-6" 7'-64" r----� Provide New 34" Dia. Steel Column on a _,Existing 2x6 Floor I 124"x 24"x 12" Conc. B CRAWLSPAICE Joists @ 16"oc L (__J Footing. O Provide m)in. 2" concrete :slab 00 ,Existing 2x6 Floor N Joists @ 16"coc Existing 2x10 Floor Existing 2x10 Floor Joists 18 oC a Joists @ 18'oc Provide 24" wide,( S access openings to crawl space w Provide New 3j" Dia. p I I Steel Column on PROJECT: 24% 24"x 12" Conc. Electric Panel L____J Footing. EIMMIQUEZ _ 2ZGx8 — (2)2X8 /� CQ Gird d ACQ Girder—" �( RESIDB&ao @)T25-2X8 ACQ Girder (2 2X8 ACQ Girder278 ACQ Girder f `" CO Gird e 12" CONCRETE PIER � BOTTOM TO BE MIN., 0 36" BELOW FINAL GRACE. ^� (2 2X8 ACQ Girder (2)=AC it er- 0 i 9th STREET OTTOMNTO BECRETE MIN. OF GREENPORT, NEW YORK, 11944 36" BELOW FINAL GRADE. 2'-7 4" 1'-1�" 4'-9" '-0%' 3'-1%" 3�,. DRAWING TITLE: 12" CONCRETE PIER. BOTTOM TO BE MIN. OF 36" BELOW FINAL GRADE. B FOUNDATION PLAN 0 L3'-7YjC--iI'-10Yj6L--4'-7Y8' 1 4'-2)18" -714s" 3'-41%s"� SET: ISSUED FOR: DATE: '-2/" 16'-2/ a a " 10'-64" -834" �, SAL: DATE: 7 3 `• MARCH 18, 2012 �" 0'F NE�Vyo PROJECT NO: 1. DE�P E R�- �� 948-2012 0 FOUNDATION PLAN . , DRAWN BY: BDK n , W © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: SCALE: 1/4"= 9'-0" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �`F tir JJD UNDER FEDERAL COPYRIGHT LAW. pa 0. 72�) � SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT R�FlESSIONP� WRITTEN AUTHORIZATION. A101 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 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 _ LL. boo D a A o K ASSOCIATES, LLC residential & commercial design •engineering s consulting 506 Main Street phone: (631�767-6071 Westhamlpton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888'aol.com Deerkoskii,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. All window and door are existing as well as their headers. 7'-24" 28'-3" 24" 2'-IY" 3'-0Y.----7 " 7'-OY" 15'-2" '-0� ►��i Existing Stairs do not - - PROVIDE ALL FIRE-BLOCKING meet NYS Code.Rebuild stairs as PROVIDE ALL FIRE-BLOCKING 14'-7%" 1,2'-4%" AS NECESSARY TO COMPLY necessary to match AS NECESSARY TO COMPLY 3�^ WITH NYS. CODE. ` Existing Stairs. Increase WITH NYS. CODE. all clearances if possible 101" to allow the existing stair Ceiling GUEST BEDROOM/ specs to conform with Hei htt OFFICE the NYS. Code. N L DINING ROOM g Existing Stairs do not a Existing 2x8 Ceiling meet NYS Code. Joists @ 16"oc Rebuild stairs as 00 o a o Existing 2x8 Ceiling Floor joists to be Sistered necessary to match 0 o Joists @ 16"oc w/1 J"x 54" LVL's Existing Stairs, Increase a of I S/D all clearances if possible 3 (0101' N to allow the existing stair 3 v N M Ceiling specs to conform with L Height T r the NYS. Code. WORK (VOTES: c T 3 -0 Height r A � 2x6 Rafters EA sting ng A 101 2 -0 oc. S/D St it 101 r — — -- N Existing 2x8 Ceiling o Exi ti g Joists @ 16"oc St lir cl� E 2x6 Rafters 2 -0 oc. PANTRY ove 1'- " 1'-3" o Shelves Tl �� r o oun er Unheated Co � ;, a) 1 Porch �I• N C° PANTRY L 12'-3Y" c�v U M U C11- Height101" � aCeiling KITCHEN I 3 i 2x6 Rafters Recess wall@3" o I `�{ / to allow for Ref.to " i `" " 2 -0 oc. be set in wall. o - - __ __ ---- ---------------------- o BATH o M LIVING ROOM CD I r 3'-5" N � 7'-9%" °�•� 1 3 � AN 2101 o = o a Existing2x8 CeilingI Existin 2x8 C;eilin 101" S/D 0 3 Joists @ 16"oc X Joists ft 16" c Ceiling 3 0 if All Floor joists to be �� 1�-6^Q Height N a a'L sistered with 2x6 vl I MUDROOM 3 = x N Q ID 13 PROJECT: o . I '-5" � I 3 ^ 13'-5Y" 2'-3/a -7Ya" 1'-6" 3'- 2'-83/" 1'-3" t Exi Flush Beam— Z N E N RU Q U ------- — --— ------ 898Z (2)14"X 92"LVL_ er 3 8/a" NEW �3'-84" 2'-03/" a J E S ' D" E N C Platform pl tfform FWH90611SASR Platform I Platform k— Cl) PROVIDE ALL FIRE-BLOCKING All window and door are s 1'-0" Verify with Owner AS NECESSARY TO COMPLY existing as well as their ram. M 12'-6/v4 \ / 2-11'6 p PROVIDE ALL FIRE-BLOCKING WITH NYS. CODE. headers. sr y �1 Ste p AS NECESSARY TO COMPLY AEI Step o 12'-6Y. Step L`t' S�eQ WITH NYS. CODE. PATIO Step o Step o Step 9th STREET PATIO PATIO GREENPORT, NEW YORK, 11944 2'-1Y" 3'-OY —2'-1" -8" 3'-OY" 7'-6Ya" y- 5'-3Y" 3'-11Y" 3'-7 4" 2'-1 4" 7'-23/" 16'-24" 10'-6Y" -834„ DRAWING TITLE: 3'-8 FIRST FLOOR PLAN [B 1101 ._��. SET: ISSUED FOR: DATE: F 1 ,R ST FLOOR PLAN_ SCALr :1/4"- 1'-0" � SEAL: DATE: MARCH 18, 2012 r , ���OF NEiy yo PROJECT NO: L----J WALLS TO BE REMOVED r7��5). DEER�O,A 948-2012 OPENINGS TO BE FILLED IN * s * DRAWN BY: N. ^b ' U.1 BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. Z �; :e 2 CHECKED BY: k�ipiJ� V ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��a0 5Qti JJD UNDER FEDERAL COPYRIGHT LAW. °RdF CP�� SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ESS10 WRITTEN AUTHORIZATION. Al 0 2 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 JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D"A•K ASSOCIATES, ur Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS Effi _b] �I D O A O K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone: (631 J 767-6071 Westhampton Beach,New York 11978 fax: (631 466-3354 E-Mail: CArm8888@aol,com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been 3' a" prepared without written consent. 7'-2 8" 28'-2� -38" 21'-4Y° PROVIDE ALL FIRE—BLOCKING All window and door are AS NECESSARY TO COMPLY existing as well as their PROVIDE ALL FIRE—BLOCKING WITH NYS. CODE. headers. AS NECESSARY TO COMPLY WITH NYS. CODE. 12'-7" 1, 3Y2" 3 e° 3- 4 -0 CL. LINEN CABINET NET Washer - ryer Existing 2x6 Ceiling BEDROOM Joists @ 16"oc g Existin Stairs do not I BATHROOM meet NYS Code. o �, k-1-7" eo Rebuild stairs as o a Existing2x6 CeilingCO ° (— �, � necessary to match �, Joists 16"oc `� O Existing Stairs. Increase °o o -2 'Fir Flooring _534" all clearances if possible '0 a rn to allow the existing stair -a a 000 -2 Fir Floorin — SpeCS to conform with o 3 WORK NOTES: °c C: N UP 3'-10Y" the NYS. Code. 3 0 3 o S/D �Existi g Stairs -0 rn W Q'X r N to b Rebuilt c , " 3 � ) S/D S D ————— — -7 D — ---- — — 7'-0"Sliding windows Q °' i 1 N 334"DES ati g UP --- - — - 2 c Exi ti g Stairs l CO DET to b eb ilt � 2668 BEDROOM 3,-�" 4 7yq S D 0 0 2 Fir Flooring " / i 1 N � � o p Existing 2x6 Ceilin Existing 2x6 Ceiling Joists 16"oc Joists @ 16"oc 3 0 1275 N C i� �q CL. ~ 10'-3Y4" 3'-1y" Unheated o 00 Porch 10 0 0 CL. o MASTER BEDROOM -0" Fir Flooring N 1 O Existing2x6 Ceilin 30 Joists 16"oc " MASTER BATHROOM o a, 00 N o c Existin 2x6 Ceiling U) ZI Joists @ 16"oc o CL. PROJECT: N N V 1 10'-1y" 3'-7" - - - - ENRIQUE1. M_ 7'-0"Sliding windows Fox" E S I D E N C E PROVIDE ALL FIRE—BLOCKING All window and door are AS NECESSARY TO COMPLY existingas well as their PROVIDE ALL FIRE—BLOCKING WITH NYS, CODE. AS NECESSARY TO COMPLY headers. WITH NYS. CODE. 9th STREET GREENPORT, NEW YORK, 11944 5-6%" S-0 4" 7'-4 8" 7'-24" 16'-0" 12'-28" '-38" DRAWING TITLE: 3'-TV2" SECOND FLOOR PLAN SET: ISSUED FOR: DATE: SECOND FLOOR PLAN- SCALE: 1/4"= 1'-0" SEAL: DATE: MARCH 18, 2012 r WALLS TO BE REMOVED P� �j DEEP Y�� L____J � � �f0 � PROJECT 948-2012 OPENINGS TO BE FILLED IN * ,Q v,K, . DRAWN BY: r'© l w BDK COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. -< 1°ya _d �—Z CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� N r .; JJD- UNDER FEDERAL COPYRIGHT LAW. ��A 7Z �P�' SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ROFESS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 0 3 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, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ' - LEM D o A o K ASSOCIATES LLc residential & commercial design•engineering•consulting 506 Main Street phone: [631 J 767-6071 Westhampton Beach,New York 11978 fax: �631 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been 3- prepared without written consent. 28'-2)/8" '-3%" PROVIDE ALL FIRE—BLOCKING ------------------------------------------------------------- I PROVIDE ALL FIRE—BLOCKING �--------------� , AS NECESSARY TO COMPLY AS NECESSARY TO COMPLY I `� /� I WITH NYS. CODE. WITH NYS. CODE. I � I I I / 1 I � V) /� j Existing Stairs to Attic 12 ,/ I do not meet NYS Code. 0 8 0 0 ,� j Rebuild stairs as elfo: � /,/ I necessary to match —_—_—_—_—_—_—_—_—_—_—__}---_ `� (D cD � ,, I Existing Stairs. Increase N p X p /� I all clearances if possible 12 \ / I to allow the existing stair specs to conform with 8 \ 16'-7%" / I the NYS. Code. 7 I I � I WORK NOTES: o I I III IIIIII I1II �♦ 2�x�6\ Rafters 16'oc �♦ \ ��La����� \\�� �♦ I //////// ,/ / —Y" 3' 113" ATTIC STORAGE AREA J ; y / /LI _—_—_—_—_—_—_—_—_—_—_—_—_—,_--/_/—_—II�—II/—/ ——— NON-HABITABLE AREA xis in tai s --_---------------' 5Y" � X Y 2x6 Rafters LE �IIII II 12 � 7 �� _ @ 16"oc o ' 115 />-——————— —o-- II I II I 12 ,// 8 X ��/ 8 o o N @ 2x6 Rafters I I I I12 ————————— - •< oc I I / nl ul II i II I g I I I III III n5-5 Y8 2x6 Rafters , III iii \�� 12 16"oc 16'-75/" lu \��� 8 II I II I ———————————— Q) 12 a o 0 (.0 � � 8 / cX @ c� Ud �� I I I PROJECT: " w"NIQUEZ E IN K I / -------- / � I ft ECEk Z//-------------------------------------------------------------------------------------------------------\\ 1 RESIDEim PROVIDE ALL FIRE—BLOCKING AS NECESSARY TO COMPLY WITH NYS. CODE. 9th STREET GREENPORT, NEW YORK, 11944 7'-2 4" 28'-2 " DRAWING TITLE: 3'-&V2" ATTIC FLOOR PLAN SET: ISSUED FOR: DATE: ATTIC FLOOR / PLAN $EAL: DATE: CF ROOF � NEW O MARCH 18, 2012 — Q�I�. DEER�0 PROJECT 9 8-2012 SCALE: 1/4"— 1 -0 I w DRAWN BY: i Z BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. =cf,�_. -� C� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �Fp �o. 07 JJD UNDER FEDERAL COPYRIGHT LAW. AROFE `o�P� SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. Al 04 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 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. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D oA o K ASSOCIATES LLC ATICresidential & commercial design•engineering•consulting 506 Maim Street phone: �631)767-6071 Westhampton Beach,New York 11978 fax: [631)466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented Existing 2x6 — 16"oc. Floor Joists Existing 2x6 — 16"oc. Floor Joists therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2x4 wall SEICOND FLOOR SECOND FLOOR Exisiting 2x8 — 16"oc. Floor Joists Existing 2x8 — 16"oc. Floor Joists WORK NODES: (2)14"X 11g"LVL Header KITCHEN 01 2x4 wall 0 LIVING ROOM 2X6 ACQ KITCHEN (2)2X8 ACQ GIRDER SIMPSON ANCHOR STRAP (2)2X8 ACQ GIRDER SIMPSON ANCHOR 4X4 ACQ POST 011 Existing 2x19 — 18"oc. Floor Joists Existing 2x19 — 18"oc. Floor Joists 12" CONCRETE PIER. BOTTOM TO BE MIN. OF 36" BELOW FINAL GRADE. Existing (3)2x8 Girder PROJECT: ENRIQUEZ RESID" ENCE BASEMENT 3J" New Dia. CROSS SECTION B Steel Column t STREET SCALE: AJ'_ �'-o" GREENPORT, NEW YORK, 11944 DRAWING TITLE: FLOOR PLANS AS NOTED New SET: ISSUED FOR: DATE: 2'-0"x 2'-0"x 1'-0" Conc. Footing EAL: DATE: OF NEW Yo MARCH 18, 2012 DEER/ro PROJECT NO: 948-2012 r : A w DRAWN BY: fi g '` ' w �_ z BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. Z�F ti '� �' CROSS SECTION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED op 5� ��� CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. RCFESSt©�� JJD SHEET NUMBER: 101 PLANS MAY NOT BE REPRODUCED WITHOUT SCALE:2'= 1'-0" WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A301 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, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL NOTES: General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND ClONTRACTOR N 0 T E SREGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 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: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A si °A°K ASSOCIATES LLC 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. residential s, commercial design•engineering a consulting 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 506 Main Street phone: 1631)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. MleSthamptonBeach,New York 11978 fax: 1631)466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall manufactured by a regisitered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. 2. BEFORE COMMENCING WORK, THE COINTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. EMail: ignAss8iates,com BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. peerkoski,Arm&len�Associates,ucoformeiy East End�esignAssaciares,uc AND PAY ALL FEES REQUIRED BY THIE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES F. 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. These drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grairn of face plys across supports 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. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. 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. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED prepared without written consent. CONSTRUCTION AREA. THE CONTRACTTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. REMOVAL TASKS. THE CONTRACTOR TI-HE 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 'WORK. E 1,600,000 PSI 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, 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMIED 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. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 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, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 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 RIEMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI„ ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FRROM 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 TC) BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES WILL BE ALLOWED 10 COMMENCE UNITIL THIS HEIGHT IS APPROVED. 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 RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE TFHE 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 WORK NOTES: 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 CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. THE CONTRACTOR WILL COORDINATE TFHE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, AIRM & 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 COSSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. PLUMBING RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES`� 'ROVIDED UNDER THIS AGREEMENT. ALL.FLU^.0"31NGY`JraSTE 15. ELECTRICAL CONTRACTOR OR ALARM SYSTEM CONTRACTOR TO INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS �V'JATEFi Lihf-_-_S��QED PER NEW YORK STATE CODE. SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. TESTING E�FO1;ECOVERING CLIMATIC AND GEOGRAPHIC DESIGN CRITEP,Ir, PCUPSER CERTIFICATION GROUND WIND SEISMIC: SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ONLVDCOAMENTPEFORE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NOTE: CERTIFIC,A,TEOFOCCUPANCY LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ALL VENTS ARE TO BE LOCATED iAT THE REAR OF THE-HOUSE 45 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C ALL VENT PIPES ARE TO HAVE LE=AD COATED COPPER SLEEVES / COVERS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT DESIGN CRITERIA EXCEED 2/10 OF 1%LEAD, PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) R 4 - .. ..... _,. .... ., .. - is USES(s) AND OCCUPANCY CLASSHFICATION(s) USE LIVE LOAD DEAD LOAD 3" THROUGH ROOF - ROOF USE OCCUPANCY EXTERIOR BALCONIES 60 10 3' RESIDENTIAL R-3 DECKS (f) 40 10 ELECTRICAL TYPE OF' CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 a 10 2" TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 V B ATTICS WITH STORAGE (b,e) 20 10 HEIGHT AND FIRE AREA ROOMS COMPLY 'J',!I WITH ALL CODES OF PROJECT: ROOMS OTHER THAN SLEEPING ROOMS 40 10 SECOND FLOOR NEW YORK STATE &TOWN CODES HEIGHT FIIRE AREA 3 AS REQUIRED-AND-CO"'tJITIONS--OF SLEEPING ROOMS 30 10 ENRIQUEZ HEIGHT, BUILDING. SOt}TI�OIDTO�NNZB�N�NNIGBOARD THE VERTICAL DISTANCE 40 (c) 10 BATHROOM KITCHEN FROM GRADE PLANE TO STAIRS ,=�,_1±:_ S0IJTH,0AT0V1NrR__U_ SO�HpI ,'�N'PI. THE AVERAGE HEIGHT UNLIWITED AREA 3„3 STORY TSTEES, RESIDEIMOCE OF THE HIGHEST ROOF 3 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 2" SURFACE = NA _ AS PER TABLE 503 - —.--.- N 2 S.DEC AS PER SECTION 502 OF ROOF THE BUILDING CODE OF 30 10 2" 2"3 D� NEW YORK STATE. Shower 2 FIRST FLOOR a) ELEVATED GAI;AGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- APPROVED AS NOTED TOTAL HEIGHT FROM RIDGE TO GRADE: NA. (EXISTING) POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 3" 2" 2" 9th STREET b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. TES i I P•# 3 76 GREENPORT, NEW YORK, 11944 3' l c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY "�©o BY ` LUMBER SPECIES AND GRADE DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 3 v�'IF BUILDING DEPARTMENT AT OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 4" F.A. VENT 6" C o ^ABOVE GRADE 1 I;? S AM TO 4 PM FOR THE DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. c.o., 4"C.o. ` :)'. L�—VPN(; INSPECTIONS: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN C.o.' 3" 3 F(,UI�I.4,TION -TWO REQUIRED ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. J TO SCW APPROVED Il,t; POURED CONCRETE GENERAL NOTES HOUSE Cl SEWERAGE E SYSTEM C RrJVUH-FRAMING,PLUMBING, S`�:� e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TRAP .PPING.ELECTRICAL&CAULKING PLUMBING RISER DIAGRAM 3 TABLE R402.2 INSULATION ^ MINIMUM SPE .IFIED COMPRESSIVE STRENGTH OF CONCRETE 4 i dAL•CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. SET: DATE: ALL CONSTRUCTION SHALL MEET THE AREAS OF STRUCTURE SCOPE OF WORK TO BE PERFORMED MINIMUM SPECIFIED PLUMBING RISER D II A G RA M (N T S) REQUIREMENTS OF THE CODES OF NEW COMPRESSION STRENGTH (a) (fc) YORK STATE. NOT RESPONSIBLE FOR / CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL DESIGN OR CONSTRUCTION ERRORS. j �-' ' `''L ��� �� BASEMENT NA 1) WINDOWS IN BAY ON THE WEST ) / r FIRST FLOOR NA SIDE OF THE HOUSE TO BE BE SEVERE (b) d REPLACED WITH 9'-0" PATIO DOOR �� 4v �� / NEW SECOND FLOOR NA �-�,,, -,___---- -✓ BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA 2) OPENING BETWEEN KITCHEN AND CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SE DATE: BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LIVING ROOM TO BE ENLARGED OF N LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME �F Ct;-Y MARCH 18, 2012 ATTIC (HOUSE)(c) NA 3) MUD ROOM BATHROOM TO BE BASEMENT SLABS AND INTERIOR SLAB ON 2,50o (c) ( )CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. o S . DE��fr o� PROJECT No: ATTIC (HOUSE)(b) NA RECONFIGURED GRADE, EXCEPT GARAGE FLOOR SLABS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED J. ;' 948-2012 NEW GARAGE NA NO SUBSTITUTIONS UNDER FEDERAL COPYRIGHT LAW. �- * ;DRAWN BY: SECOND FLOOR GARAGE NA 4) PROVIDE PLATFORM AND STEPS NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All FramingHardware Shown on these Plans PLANS MAY NOT BE REPRODUCED WITHOUT SEC AT LOCATION OF DOORS ON THE BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIRD ENTS, �' C;.':: , w BDK BONUS ROOM NA WEST SIDE OF THE HOUSE OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000d) Unless Otherwise Indicated, Is Simpson Strong- WRITTEN AUTHORIZATION. �';; . z ( CHECKED BY: SCREENED PORCHES NA pp Tie. No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SUNROOM NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY D.A.K. ASSOCIATES LLC. °�OF �»`" �� JJD PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT- CALCULATED FOR EACH CASE. ESSI SHEET NUMBER: THE WEATHER, , DECKS NA AND GARAGE FLOOR SLABS 3500 (d) Due to the Relationships of Framing Hardware THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED BREEZEWAY NA SHEATHING NOTES: to the other Components of the Structure, any PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. COVERED ENTRANCE NA I ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render G 1 POOL HOUSE CABANA NA FOR SI; 1 POUND PER SQUARE INCH + 6.895 kpa & PAPER ASSOCIATION (AF & PA) WOOD FRAME. CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without STEPS PLATFORM 124 sq. ft. (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL y the authorization of local governing agencies, SUCH as Suffolk County Dept. DOB NUMBER: OF CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (a) WITHOUT STORAGE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME of CONCRETE) 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ANTIC TOP PLATES Verify all conditions, Codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (b) WITH STORAGE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. ( ) (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE construction. © D•A•K ASSOCIATES, arc SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS T S 0 L T S 2 0 - - DOUG-FIR LARCH SO. PINE UPLIFTSIDE OF TRUSS. FASTENERS ALLOWABLE LOADS 12 LOAD LATERAL WITH TOTAL FOUR /. O -- MODEL GA UPLIFT UPLIFT (133 160) 8dx14" CODE 8d NAILS a NO. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS ULT. (133& -► (133) (160) F F2 - STU PLATES STUDS TRUSS -=--=' SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION 5 TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - D °A°K ASSOCIATES LLC --- AND ON SIDE Of RAFTER PROPER INSTALLATION PROCEDURES ' residential & commercial design a engineering a consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTg$"x12506 o Main Street phone: [6311 767-6071 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / MODEL GA AVG 2 REF. INTO ° • . ,• ° I Westhampton Beach,New York 11978 fax: [6311466-3354 • L E-Mail: CArm8888Qaol.com N0. MAX. CLEAR ULT. LFTA LFTA PLATES °m° 0 o e WIDTHSPAN L OTY DIA 14" 2" 2>1•� 3„ 3>{" 1}" 2" 2}•• 3" 3k� EIGHT SP4 • 8d NAIL e o Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC — — — - INTO OWNERSHIP & USE OF DOCUMENTS: LFTA 16 24" 17'• 381"16-10d — 42010 1205 1400 5, 44, 85 STUD o' 0 DOUG-FIR LARCH / SO. PINE o FASTENERS ALLOWABLE UPLIFT LOADS*3 0° These drawings and specifications including the MODEL L AVG 10d 10d x 1J" CODE REF. L S T A 21 ideas, design and arrangements represented NO. ULT. LFTA therein, are the property of D.A.K. ASSOCIATES, 10d 10d x 1 " (133 / 160) (133) (160) o° LLC. No part thereof shall be copied, disclosed o °° to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ,° ° or project other than for which they have been 0o prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART "x12 0 Simpson Strong-Tie 0 HGA10 LST20 20 12-10d 12-10d x 14" 23835 775 720 720 3, 41 COW- DETAIL "'Ell Equal COUPLER NUT — EgUal number of °° DOUG-FIR-LARRCH TYPE OF DIRECTION SO. PINE CODE specified nails In °° MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. each end 11 11 NO. TION FLOOR ROOF (133/ (,00) (125) ,so Simpson Strong-Tie DETAIL K G 515 645 670 C S 16 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 ARTJ"x12 STUD DEFLECTION DEFLECTION MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REDS STU 8 NO. BASE E30DY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° HB SB W H B SO CIL DIAS e DESIGN LOAD DESIGN 00 �SIMPSON GA GA OTY OIA WHEN RAISED OFF 14" 2" 2}" 3' 31" 54" LOAD THE SILL PLAT ° ° TAKE -UP WASHER 0 HD2A 16 12 4J" 2�" 2J" 8' 2 1�" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 ° ARTg"xl2 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVCG OF SP ODE W L STUD PLATE ULTT. (133) / (160) R SP4 3A� 7}" 6-10d x 11" — 291'7 1 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0, GA WL NAILS (100) WORK NOTES: R (133) (160) REF, o0 LSTA21 20 1 �21 16-10d 905 1 1205 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAAL) ALLOWABLE TENSION LOADS CODE NO. GA WL NAILS (too)FLOOR (133) 41640 60) REF. Simpson Strong-Tie MSTA24 18 1 ' 24 - 1025 1370 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE HD2AL SPACING REF. END N0. (LENGTH L GA CUT LENGTFH (TOTAL) (100) (133 / 160)2 oc. OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 150, 14'• 16 CLEAR SPAN +31" 28-8d 1235 1650 21h" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE GA AV DIMENSIONS FASTENERS U FIR H PINE ALLOWABLE LOADSNOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL F MODEL HEADERS AVG UPLIFT FLOOR FLOOR 100 " " N0. SNOW (115 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES w H B 10d 16d JUOISTS ULT. (133)(160) 10d I 16d I 10d 16d tOd 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3a" 4J" 2 1 4-16d 44-16d 6076 1140 1160 1000 1150 — 1250 7, 40, 127 DETAIL "I" STU 8 — HUS210-2 14 34 9{ 2 1 8-16d E8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 1 ARTJN12 SIMPSON DOUG—FIR LARCH SO. PINE ALLOWABLE LOADS MODEL FASTENERS AVG UPLIFT LATERAL CODE M OD GA (133/160) REF. TAKE-UP WASHER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGAIOKT 14 4-SDS�r,14" 4-SDSJ%3" 1523 435 435 1165 940 CN W- USE A MINIMUM OF SP4 ° COUPLER NUT TWO 8d NAILS THIS _ SIDE OF TRUSS, CNW STU 5 — /. • O� SE A MINIMUM OF COUPLER NUT SP4 8 TOTAL FOUR .=� SIMPSON 8d NAILS TWO 8d NAILS THIS STU55 L S T A 21 SIMPSON INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 SIMPSONTAKE-UP WASHER TOTAL FOUR TAKE-UP WASHER 8Nd NAILS T0 TRUSS HD2A Q LSTA21 Strong-Tie t HUSg 10 2 PROJECT: TWO o F1 B AIL o TO PLATES ° $" ANCHOR BOLTS TWO o i�' ENRIQUEZ 8d NAIL 8d NAIL co INTO INTO ° DETAIL "All I: I STUD Simpson Strong-Tie PLATES tO p° I' SID H7 EIGHT 8d NAILS DETAIL "D" DETAIL "(C7" DETAIL "J" STD ' EEINECE INTO Simpson Strong-Tie ° H7 Simpson Strong-Tie LFTA ROD SYSTEM LFTA 00 LFTA ° ° BP 9th STREET °°•o° I GREENPORT, NEW YORK, 11944 N . Y. STATE ENERGY CODE PRESCRIPTIVE DESIGN l : I DRAWINGSIMPSON WINDLOAD AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CO)NSTRUCTION CODE OF NEW YORK STATE, CHARTS & CALCULATIONS LTP4 t�SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONJS OR REPAIRS, & LTP4 DETAIL L LTP4 ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SEICTIONS 101 .4.4.1 - 101 .4.4.3 STRONG-TIE DETAILS I SET: ISSUED FOR: DATE: DETAIL "C" " 101 .4.4.1 ADDITIONS: I ' Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIIS CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections CONSTRUCTION WITHOUT REQUIRING THE UNALTERED POiRTION(S) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SYSTEM(S) TO COMPLY WITH CODE. SHEATHING NOTES: ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDIOUS CONDITION OR OVERLOAD EXISTING ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST BUILDING SYSTEMS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL:, DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. OF NE�,� MARCH 18, 2012 LTP4 DETAIL "B" LTP4 101 .4.4.3 OTHER ALTERATIONS �P �. D� o, (1) SHEATHING TO BE NAILED TO CCA SILL Co�;S ��''ro �� PROJECT N0: WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM t {'1f 948-2012 r "n.,J�'HI �. Fr,' Simpson Stfong-Tie APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHI N ANY 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 0, y , ' �RAWN BY: Floor-to-Floor Connections TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION (4) SHEATHING TO BE NAILED TO TOP PLATE N dn` , . BDK CHECKED BY: OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYS-TEMS. NO SUBSTITUTI❑NS �P�� JJD SHEET NUMBER: SECTION 402 All framing hardware shown on these plans, BUILDING THERMAL ENVELOPE unless otherwise indicated, is Simpson Strong-Tie, �� No substitutions are approved or authorized, 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET Due to the relationships of framing hardware to THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. the other components of the structure, any framing DOB NUMBER: of hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI, PE assuming responsibility for the design and © D•A•K ASSOCIATES, ac performance of the entire system, e REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS B PATIO D -Ao K ASSOCIATES LLC PATIO �•Jc' Step o Step `° Step PATIO ATI C residential & commercial design engineering•consulting Steep o 12'-6/a" o eP � � Step •`i ti= 12'-6Y" '�•. 506 Main Street phone: J631�767-6071 tep 2'-11/s" i Platform NEW Platform Westhampton Beach,New York 11978 fax: (631)466-3354 a a� 2'- ' �� ;;, �0 r t. 4H60611SASR _C/ Platf rm ➢�C �1( Verify with Owner �� Platfo E Mail; CArm8888Cao,com 0 2' 3'-8 q� aim N n Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC rF — — 3'-8/a" �_ - --- - -- - �� (2) a "LVLHeader a �7' OWNERSHIP & USE OF DOCUMENTS: -- 2868 —E)isting Flush am qJ These drawings and specifications including the Y" -7Ya" 2'-33/" I 13- " Existing Ceiling Joists Existing Ceiling Joists ideas, design and arrangements represented 13'-5" I O therein, are the property of D.A.K. ASSOCIATES, III S/D m Min. � � I I 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 MUDROOM I j m / prepared without written consent. 00 all(D EXI TING CEI G JOI TS ? EXISTING CEILING JOISTS t �� _2 68 �� f — ' 101 , T-9Ya" + 2x4 wall BATH �N 3'-5" Recess wall @ 3" LIVING ROOM f ol to allow for Ref.to I CD I t�' be set in wall. //� ti I I G ' SECOND FLOOR I SECOND FLOOR KITCHEN 1c 5Y" I p I 1'-0 i+7 I N N) C L = PANTRY °c 12-3Y c' Co Move L) N o D Couinter. p — PANTRY Shellves CO DET f Existing Floor Joists Existing Floor Joists WORK NOTES: A A 101 101 (2)14"X 11g"LVLHeader KITCHEN FIRST FLOOR PLAN I I SCALE r 1/4'f= 1'-0" , 2x4 wall 0 r------� L————J WALLS TO BE REMOVED LIVING ROOM KITCHEN 2X6 ACQ OPENINGS TO BE FILLED IN I �- (2)2X8 ACQ GIRDER 11 I I SIMPSON ANCHOR STRAP I (2)2X8 ACQ GIRDER f SIMPSON ANCHOR 3'-7 16" 1'-10%s" 7%" 4'-2�" -71 f'--- 3'-4� ,6" 4X4 ACQ POST r I I i rl 101 12" CONCRETE PIER. BOTTOM TO BE MIN. OF 36" BELOW FINAL GRADE. Existing Floor Joists Existing Floor Joists 12 CONCRETE PIER. 3%" 38 BOTTOM TO BE MIN. OF 2'-73/" 1'-lOYa" 4'-9" '-03/" 3'-7%" 2'-13/g" 2'-5Ya" 36" BELOW FINAL GRADE. 12" CONCRETE PIER. Existing Girder BOTTOM TO BE MIN. OF PROJECT: 36" BELOW FINAL GRADE. E N III` RIQUEZ —(2)2X8 ACQ Girder (2)2X8 AC irder_ MAEO' ICE 0 12" CONCRETE PIER, RESIE)" o i BOTTOM TO BE MIN, OF �` o FI (2)2X8 36" BELOW FINAL GRADE, BASEMENT — 'rd �2)2X8 ACQ Girder (2 2X8 ACQ Girder 2X8 ACQ Girder (2)2X8 ' ACQ Girder F �; CROSS B �4C cirri 3" New Dial. Steel Column Bearing Point SCALE: '= 1'-0" 101 9th STREET r- Insure Solid GREENPORT NEW YORK 11944 Blocking > > 101 o� o DRAWING TITLE: EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS C 0) z z V) L 3" New Dial. Steel Column FLOOR PLANS Ix w or Bearing Point to Bear on Concrete Foundation. AS NOTED Insure Solid Location of New— Blocking at Columns Resting —� New New SET: ISSUED FOR: DATE: All Bearin 2'-0"x 2'-0"x 1 —O" 9 on 24"x24"x12" L 1- J Conc. Footing 2'—O"x 2'-0"x 1'-0" Points Conc. Footings Conc. Footing 3" New Dia. Steel Column or Bearing Point to Bear on Concrete Foundation. BASEMENT L— `S New S/D T 2'-0"x 2'-0"x 1'-0" Conc. Footing SEAL: DATE: o A wo A MARCH 18, 2012 � 101 � 101 PROJECT NO: 948-2012 F=I F NF1N DRAWN BY: z z >< x l C`�'s rDEf y0,Q BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ° Rio CHECKED BY: w Lill SECTION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED "� `s�'� JJD f UNDER FEDERAL COPYRIGHT LAW. w SHEET NUMBER. PLANS MAY NOT BE REPRODUCED WITHOUT 1 +' SCALE:2��= 1'-0" 101 s WRITTEN AUTHORIZATION.LL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ` All 01 D.A.K. ASSOCIATES, LLC. LL ` FOUNDATION PLAN THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. � Doe NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JA�MES J DEERKOSKI, PE SCALE: 1/4"= 1'-0" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D•A•K ASSOCIATES, LLC agencies prior to construction.