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Home My WebLink About39632-Z /0-- (,� . 49 eaTown of Southold 8/26/2015 � P.O.Box 1179 o .0 t S 53095 Main Rd #,dalira Sao.o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37738 Date: 8/26/2015 THIS CERTIFIES that the building PORCH Location of Property: 26342 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-4-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/23/2015 pursuant to which Building Permit No. 39632 dated 4/1/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SCREENED PORCH AND DECK ADDITION TO AN EXISTINC COUNTRY CLUB AS APPLIED FOR The certificate is issued to North Fork Country Club of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39632 08-12-2015 PLUMBERS CERTIFICATION DATED Aut ' ed 'gnatur - TOWN OF SOUTHOLD i \'''fFUd/(coG BUILDING DEPARTMENT TOWN CLERK'S OFFICE cf., IF, It , i SOUTHOLD, NY �y'hpS 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#: 39632 Date: 4/1/2015 Permission is hereby granted to: North Fork Country Club Route 25 PO BOX 725 Cutchogue, NY 11935 To: Screened porch/deck addition as applied for. At premises located at: 26342 Route 25, Cutchogue SCTM # 473889 - Sec/Block/Lot# 109.-4-8.3 Pursuant to application dated 3/23/2015 and approved by the Building Inspector. To expire on 9/29/2016. Fees: CO -COMMERCIAL $50.00 COMMERCIAL ADDITION/ALTERATION $1,011.20 Total: $1,061.20 46.- -- 7 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. .T� (1-.) 2 v l S New Construction: Old or Pre-existing Building: (check one) Location of Property: ` 3 cf,/ 144,..4 P.c,-9 House No. Street Hamlet Owner or Owners of Property: N)©s'- CoLNAA-t't-t �{ Suffolk County Tax Map No 1000, Section 1041 Block `F Lot /c`� e4 "'3 Subdivision Filed Map. Lot: Permit No. 't V)).")-- Date of Permit. Applicant: Health Dept. Approval: . ! Underwriters Approval: - Planning Board Approval: Request for: Temporary Certificate Final Certificate: '" (check one) Fee Submitted:$ .D-51 ea/a,j Applicant!Signature IP Town Hall Annex !� Telephone(631)765-1802 54375 Main Road lig * ; Fax(631)765-9502 P.O.Box 1179 ; ® aQ10 roger.richertCa7town.southold.ny.us Southold,NY 11971-0959 , �` �tCOUNIVW e..44 '� ..1.--~.., 01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: North Fork Country Club Address: 26342 Route 25 City: Cutchogue St: New York Zip: 11935 Building Permit#: 39632 Section' 109 Block' 4 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Sabat Electric License No: 4204-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Screened Porch, 7- Paddle Fans Notes* czZY--egi_...---- --) Inspector Signature: Date: August 12, 2015 Electrical 81 Compliance Form xis ',,,OF SOU74,o\ TOWN'OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0 ( INSPECTOR ,,,,,,,,,,,,,, 3 ?-6,32_,Th S0045,;;;\ , I -Y-cOUNTI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUND ON 1ST [ ] ROUGH PLUMBING [ ] F9U1DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 62-41^10-- • - • „Sr DATE '..571/7/7--- INSPECTO - �.. o�,OFSO(/T�olo`. ot !OOUNTL'�,•,' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: aft ' qco Efe•Cd 013 DATE INSPECTOR A . FIELEONSPECTI N MOR`P DA MI, COE TTS , sir Fr-7'4 f —v ,, r---.' 1! ‘ , P .g .--'1 cl?.77wv. ,-1 FQTJNnA''ION(1ST) :. cY-3 FOUNDATION(2ND) ,• .. txl ill ,,i-c: ,j4-4-1-2,E- -W. r .. .. .. . . SA-7/4/7„- c.),., , ;,;( ...--;z:‹ . . / '. . :. . . . D i3 ROUGH FRAMING& • f ' • _c-y PLuIvn3 SIG lam' • • , ,_ - ,. _. , . . _ 0 • - ; • • • INSULATION PEA N.Y. . • 9--) 4 STATE ENERGY CODE - • tr . . • • .. , F . • • 1fr ' FINAL • • • ,r • . 1 • I. Wi7.4FulraNC-WrialintrANSIA11.100ASIMIAW! k C9 ,, ti r �� • . ,. .: • )CA 2 ,. 1 O i • • .....S-,M . ... . .I t l ti) S J TOWN OF SOUTHOLD : i ILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT F-11 MAR 2 3 2015 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 BLDG DEPT 4 sets of Building Plans TEL: (631) 765-1802 TNT, 017 SOUTHOLD Planning Board approval FAX: (631) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 3( br3 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 211 ,20 Single&Separate Storm-Water Assessment Form I I Contact: Approved ,20 Mail to: Disapproved a/c 4Phone: Expiration �\ 2\ ,201 C_, /� Building Inspector APPLICATION FOR BUILDING PERMIT Date "rebtots -c ' , 20 15 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Buildinglnspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 7 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. `- Isos��ti �4X 607_, i � Co , <Li (Signat re of applicant or name,if a corporation) '.D, box 7a-5 CJ iJttrk (Mailing address of applicant) State whether applicant is'owner--,;,lesseg,;agent,_architect,,engineer, general contractor, electrician, plumber or builder :',ac t ':,M r,, t:; `t l." Via; %, .r: ,.;.ci;,,i' r'CyR:.4(l.hi:-a'a °"t.,)Name of owner of premises iJor -1 ,11-kCs u. , L L (As on th&tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: a-Ce (4-2._ 1A1"-t-: 12.4.• .-k_}1--c-&ol 1A&. [ ?) House Number Street Hamlet2' County Tax Map No. 1000 Section 1 Del Block 4 Lot ) 0 8 ' Subdivision `coq Filed Map No. 1T Lot 8.3 4 r , r , +� n 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy �004-1-1-4./ C (a t Ci✓A - teer, b. Intended use and occupancy '5R-ML' k,-1/ 5cr 3. .Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work co Description) te 4. Estimated Cost 8(t000: ' Fee + (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use((,��,� ( (o b 7. Dimensions of existing structures, if any: Front - 151 Rear t 5ck Depth k kS Height -L5 Number of Stories Dimensions of same structure with alterations or additions: Front 151 Rear 1-1 co Depth I LS Height .Z S Number of Stories t 8. Dimensions of entiresnew construction: Front IS. Rear SO "`f '(to Depth 2--c1 I/+ Height I I - Number of Stories 9. Size of lot: FrontRear Depth 10. Date of Purchase A 1 jj`t Name of Former Owner 11. Zone or use district in which premises are situated fr C' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises t +{4. eiX,441 LIJAddress 2-4e t�Z il4�a P,�h e No. -13(( —G S3 S Name of Architect ML ASS oc`. S Address S o� � K4 4 Sr T. 4Jk'`IShone No 77 4-' -MSS Name of Contractor 60 gig/ Address VT if Ga4-L1...fw Phone No. -1. -- 52.11 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE/REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ,/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. LEEANN R. MARINO STATE OF NEW YORK) NOTARY PUBLIC-STATE OF NEW YORK No. 01 MA6147275 SS: Qualified in Suffolk County COUNTY OF ) My Commission Expires May 30, 2018 C c ITOP1'-ftR 1 "- (L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Co t a €,Age i Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Co day of fiz_\-- c�0'r' 20 / ma/(440,. Notary Public Signature of Applicant r Scott A. Russell °SUF�a,rz� STORMWAAT1ER SUPERVISOR •A I MANAGEMENT z SOUTHOLD TOWN HALL-P.O_Box 1179 , ,,,LliZ 53095 Main Road-SOUTHOLD,NEW YORK 11971 fel O`erS Town of So u th o l d CHAPTER 236 - STORIYTWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑[rA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0 Eft. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ©I Apr parafiio. xLsls2ne$_whic_�1 exceed 10 feet vertical rise to 100 feet of horizontal distance. D©iD. Site preparation within 100 feet of wetlands, beach, bluff or coastal I- erosion hazard area. i ❑3 . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. • - Q J f F.-I-nstaIlation-of new or resur-faced=imper-v-ious=sur-faee-sof -1;000--square . - feet or more, unless prior approval of a Stormwater Management . Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - r--- - - * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - . - S-C.T.M. 4: 1000 (1,-5) 173te: APPLICANT: (PropertyOwner,Design Professional,Agent,Contractor,Other) D,ctnct NAME 0itr, a� l . e - c I I,1 ' _I rlD co- Sect ion Block Let 111' ° „A 16-c...4, aI I (t5 / � y."., �"'1'FORFORBUiLl)INtG DEPARTMENT USE ONLY '.,` Contact Informaticre (p t —134 —Ce0727c t PL Reviewed Sy: :\-- _ _. __ _-_ __ .-- — — — — — _. ._ — - — Dale: Th �I Property Address / Location of Construction Work: Approved fcr processing Bu,iding Permit. - ICC.. - -- -- _------_ - Stormwater..vlanzgeiltent Conti PlanNo'. Re:i;tred . . _ ( __ __ . _ . _ 1'�^t ��/. J „Lk___ Stormwater ivlanagcnient Control Plan,h Recn,reo (!---o-word to Eiig:iteef:,l,Diepar.mcnl for Review) 1 CPt : NCP , :1 MA`' 20:'l . A ,,q4 SOt/rya{ Town Hall Annex 2 * - *' Telephone(631)765-1802 54375 Main Road (631)765995t�2� P.O.Box 1179 � G Q �� rogersichert(a own.soutrlo a.nv.us Southold,NY 11971-0959 ; Q 04•�•I s COMM(st • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: Date: Company Name: • Name: License No.: Address: • Phone No.: JOBSITE INFORMATION: (*Indicates required information) - *Name: l'ior--kk Irc(C C sv, -;- C (,.ib *Address: R.413(E� MA;., - 6-u-l-ciDp,t, *Cross Street: f(oel-� L,,�,dea � *Phone No.: 134--C053S Permit No.: 3 9,I',3a ` Tax.Map District: 1000 Section: Io`I Block: I{- Lot -Po -) *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (1474, Ce 1,4.5 . is 5crc�..Q �� -a et-r<.` , C4 4z i (Please Circle All That Apply) *Is job ready for inspection: YES/J Rough In Final *Do you need a Temp Certificate: YES 046 Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: - - PAYMENT DUE WITH APPLICATION 4? ai(,,b5 82-Request for Inspection Form , 4 1 C nom- �+ 1'1'AOi Town Hall Annex ; •1 • Telephone(631)765-1802 54375 Main Road • �ax Wt1.soUthOfd.g Q2 P.O.Box 1179 � G • � �� rogef.richert10ny.us Southold,NY 11971-0959 ; 'Q Yit' . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: /j)/-1 /Z fL sq AA tY Date: 6 7< Company Name: Qd °� CLL.C7 rL.c L `Name: License No.: I(2 a c-/ /14 /E Address: P47— L ilGli c aj AT r/ C j1 / iq C1- "Phone No.: - i. JOBSITE INFORMATION: (*Indicates required information) *Name: A4 p FO ILL V'tii'`I_77 - ea' 8 *Address: jy) 9 l/L *Cross Street: 14 a 6 2C S L 4 n/ ``Phone No.: • 73 Permit No.: 59403 g, Tax-Map District: 1000 Section: ( ()9 - Block: q Lot: j' 3 - 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) - 1 2 L Se-4 ££ eci P®n c / g cc SS(' (-/'G-i 7- / /1,J 7 - Please Circle All That Apply) 'Is job ready for inspection: ESQ/ NO Rough In inai Do-you need a Temp Certificate: YES NO - • 'env Information(If needed) ' Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead kdditional Information: - PAYMENT DUE WITH APPLICATION Pee, p 82-Request for Inspection Form a Town Hall Annex 11��O --. - - GvZ Telephone(631-1802 54375 Main Road !! Fax(631)734-9502 P. 0. Box 1179 , �� Southold, NY 11971-0959 ` 1, . • : Off- oil 'bpi lie *sei,° BUILDING DEPARTMENT NOTICE OF..UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED • WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . . Date: ---Te..(r001-r J--CP c—c S• . Owner: i'ar- -Ls-It Cv ,.� -'C (.�-6 ;3 Location of Property: a6 2`}�:. Mme« p n.� 9 t 6y c v1 Please take notice that the (check applicable line): New residential structure Addition to existing residential stru ture . • Rehabilitation to an existing reside ial s u e '� to be constructed or performed at the subject prop rty r erence above will Utilize (check applicable line): Truss type construction'(TT) • .. Pre-engineered wood constru ion (P • Timber construction (TC) in the following location(s) (check applicable line): Floor framing, includirig'girders and beams (F) Roof framing (R) Floor and roof framing (FR) I_ Signature: (ii-l- L- 1 r , Name (person submitting this form): ( Irt r 5 6..0- ( ex- (1®'f— Capacity .check applicable line): - . Owner . Owner representative TrussResRegl5.docx Effective 1/1/2015 • .. . .;Ir.:.n,•.a.... .: '. :1_ , Je ..ice'' t.. .a✓::*- . •'•yC: j` :`r•-*,'r1-V 2Vi:!•,tTt!»M+P=:4Elt:iw MS>... .:.........: is 6" DIAMETER REFLECTIVE RED - ROMAN ALPHANUMERIC - -PANTONE ,• . --DESIGNATION"OF CONSTRUCTION (PMS)#187 • ;Z _ • ,. - TYPE BASED;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2 MIN. - REFLECTIVE WHITE • 4 112• " STROKE ' ' - • -.. ...... _.---_---.-.----__... -•_• -•'-DESIGN-A'IYt7N- OR'-S'i`RtiC'I`U12'AL ••_ :.-------- ------ ----- --------• :-.-.--__-. --- C_QNiPONENTStiTHATARE OF ^ r - • - f • TRUSS CONSTRUCTION , "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS• ".- ' - - "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING - • • TRUSS IDENTIFICATION . - cavPL.IANCE 1MTH 19 N. PAITF.12651 ror7scst.e CODES DIVISION EXA1VRE TRUSS IDENTIFICA]1CN SIGN DATE:03/08/2005 - - -- e`er._ • - NEW YORK STATE DEPARTMENT OF STATE i;'°•Ag `: ._.. '-- DIVISION OF CODE ENFORCEMENT ~ ter'` AND ADMINISTRATION ,oea�a7�eewz osr�c : .. . .. ........" . M ••....•..':.d \{✓.t.•tri ..t1fjr. .r :it!"!.M ef:.. {r.-.ite,i-:.,-..:•---.t•! r �4pF SO(/lyDlO Town Hall Annex � . Telephone(631)765-1802 i 54375 Main Road � * Fax(631)765-9502 P.O.Box 1179 ikG c �' Southold,NY 11971-0959 .. „el r r June 15, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD North Fork Country Club PO Box 725 Cutchogue NY 11935 Re: Route 25. Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39632 — Screened Porch SURVEY OF PROPERTY N SITUATE: CUTChOGUE •-_k N .: S UTh OLD TOW O - � t;�t, l SUEEOLK COUNTY, NY \vrt r SURVEYED 3- 18-20 15 -, ' SUFFOLK COUNTY TAX # S P/0 I000 - I09 - 4 - 8.3 CERTIFIED TO: 0kt NORTH FORK COUNTRY CLUB N6g�g G5` , 0,?__ \)-C - 251 � �5 d Ogoa3Dc� V ' 19 aq UKV . 1 i IS , rill !�' ,.p. i ' Ill __\� . 416. , , \I . 3. e Cb? PfZ�NG�O� --,A—%-^� • CZ001111k w 203 w l25 V J ' 3p 3 5 lik , • • • .. „ , -- - - O-- n \ STORY N — , 117 % FRPME 3cZkI4G-07 _ —..at Cu h3 5 ro Ilk 200 N STORY w /� PROPOSED WOE'D .- C6 >., `` 2 I�DING or" _ DECK W/ROO' , .,`., • 3 111111 N FRAME S� i,// ,• • . w °°pEGKG'el\ PROPOSE, - • (6 2 _ 250 A/ o , SCREENED PoRCII - ,N 48 W111) T•,,,,, _ st a o EXISTING DEC • Z �`,/i1�� 243 O O 6O 9O 50/ 503 /� ___ , ; , NIP 3 , • %I.1 � �f � SROPeO aI`� /I `_ 1NE:Imi • J • :c - - Q . , > i cnw. ��r�. LO Wa- - _ , ` \NL z 10 - Q • %� :7---"I'waillt:$14:411_,,,,11). . - ..- - , s AO. - • ' \/ ' o . • • . • , 7.171WV, NOTES y:1R rr'tirti. "Unauthorized alteration or add t: to a survey .. NEW .%. „ mop bearing a licensed land surveyor's seal is a --Il—ac— WIRE FENCE j� �6.`' °49 11.04),\ s'w�-. wolation of section York sub-division Education io of the a a VINYL FENCE JOHN C. E h LE RS LAND SURVEYOR V G.EHL . �i New York State vision , Law e $14::. r %-1 "Only copies from the original of this survey "� marked with an original of the land surveyor's �+m 0 f 4 stamped seal shall be considered to be valid true r , copies G EAST MAIN STREET N.Y.S. LIC. NO. 50202y'; " r "Certifications indicated hereon signify that this 1 ry*� cc\ survey was prepared in accordance with the ex- �:4;‘D,',',:5-.,L0., , '.f Q fisting Code of Practice for Land Surveys adopted RIVERt1EAD, N.Y. 1190 I 3G9 8288 Fax 369 8287 t y '-19t1.11: ,�� by the New York State Association of Professional �.`/ ,_ Land Surveyors Said certifications shall run only Ion islandlandsurve or.com �' L1 502 ''.-1: _{� to the person for whom the survey Is prepared. GRAPHIC SCALE I°= 50' 9 y <;..4:\ ��`�`' and on his behalf to the title company, governmen— =I I= 1111 .SED LAN�r�:�� to'theassg and ofnhe lending'ion listed institution hereon,rfico- _ IIIII 02-161 i yli�E,, bans are not transferable to additional institutions } t , ,( ' r . ' µ } , r ' 4 J' c i w f r + , 1I r r A I J „ e ' }y . 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PINE UPLIFT TWO 8d NAILS THIS u ;-A• ALLOWABLE_LOADS 1.2 LOAD SIDE OF TRUSS. �� \ LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY FASTENERSLATERAL WITH SOTAL FOUR . �. • ° o � �-1 MODEL GA UPLIFT UPLIFT 8dx1�' CODE 8d NAILS �i �� r��ir ��I�Iil I�� iii \)141W, • �� ii CONTRACTOR N 0 T E S 45 lbs/sgft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C No. TO TO To AVG (133/160) NAILS REF. INTO TRUSSli RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& /-`51H i-` DESIGN CRITERIA STU l [] TRUSS 160) SIMPSON -- f,l_� .in ■i i i i ' ® ' ini ii. �J MINIMUM UNIFORM DISTRIBUTED LIVE LOADS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ' 0. TAKE-UP WASHER (in pounds per square foot) H7 16 4-Bd 2-8d 8-8d 2991 930 say 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND r PRESCRIPTIVE DESIGN PROPER INSTALLATION PROCEDURES • - 0 0 USE LIVE LOAD DEAD LOAD L _I i : DAK ASSOCIATES, LLC H6 16 8-8d 8-8d 3983 915 950 650 5, 44 • I =_ = residential & commercial design •engineering• consulting USES(s) AND OCCUPANCY CLASSIFICATION(s) EXTERIOR BALCONIES 60 10 GENERAL NOTES: DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ART -x12 USE OCCUPANCY (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL ' . 'i OF THE TOWN OF TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING DECKS (f) 40 10 MNODEL GA MAX. CLEAR ULT EFTA LFTA REQUIREMENTSREF. INTO 1 • ALL WORK SHALL CONFORM TO THE EIGHT WIDTHISPAN L QTY DIA 1�" 2" 2�" 3" 3}' 1�" 2" 2�" 3" 3�" PLATES , phone: (631)167-6011 REQUIREMENTS, AND THE BEST TRADE PRACTICES. RESIDENTIAL R-3 506 Main Street CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANYQ , PASSENGER VEHICLE GARAGES (a) 10 IIJTOAIL•' '. � Westhampton New York 11978 fax: 16311 466 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 50 (a) TYPE OF CONSTRUCTION (CHAPTER 6) LFTA 16 21" 17" 38�"16-10d - 4200 1205 1400 5, 44, 85 STUD E-Mail: CArm8888@aol.com 2. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, ATTICS WITHOUT STORAGE (b,e) AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 10 10 2 DOUG-FlR LARCH / SO. PINyE Deerkoski,sthamArm Beach,Kehl Associates,LLC 0 formerly East End Design CArm8888@aol.com - TYPE GROUP FASTENERS ALLOWABLE UPLIFT LOADS _, ,K _ , , AVG 10d 10d x 1�" CODE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK ATTICS WITH STORAGE (b,e) 20 10 MODEL L _ _ NO. ULT. REF. LFTA WORKNOTES: 3. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. V B 10d 10d x 13" (133 / 160) (133) (160) - - ROOMS OTHER THAN SLEEPING ROOMS 40 10 _ill (-- :';I, THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. MTS1s 16 14-10d 14-10d x lr 3116 1000 840 1000 3, 41, 128 // _ _.- - ' THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH HEIGHT AND FIRE AREA �r \ q SLEEPING ROOMS 30 10 _ _ �I PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MTs2o I AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR HEIGHT FIRE AREA 20 14 10d 14 10d x 1r" 3116 1000 840 1000 3, 41, 128 5. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN ART�'x12 .,,_., \ !;� i }�+,AR 2 3 2015 REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY STAIRS 10 40 (C) LST20 20 12-1Od 12-10d x 1}" 2383 775 720 720 3, 41 CNW- OR DURING THE EXECUTION OF THE WORK. HEIGHT. BUILDING. THE VERTICAL DISTANCE COUPLER NUT GUARDRAIL AND HANDRAILS (d) 200 (c) 10 DOUG-FlR-LARCH/ �t •' _ THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: FROM GRADE PLANE TO , j UNLIMITED AREA 11 _ �• ETC. TYPE OF DIRECTION FLOOR O P OOF CODE r 6. PLUMBING, ELECTRICALS, THE AVERAGE HEIGHT 3 STORY CONNEC- OF LOAD ALLOWABLE LOADS REF. I Df2IL. g !b r MODEL TION (133/ -+•--// ,.- -7 OF THE HIGHEST ROOF AS PER TABLE 503 ROOF 30 10 NO. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH SURFACE = 28'-1 (100) (125) 160) AS PER SECTION 502 OF G 515 645 670 \ e,s.._.1 ` L ... ._ • -FSI:_ /��>/�-, .. ..... -''e?" 7. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. THE BUILDING CODE OF LTP4 5 J 515 645 670 6, 39, 97 NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- N ri; �' h'l ! i7'^;T fl ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. H _ 515 645 670 \� � ' �_ ., . I; 1�";r AT 179 1111! FOOL CA;i:''3 ;:'S; Il.,-,,-n•;:_;: g THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'' (DF/SP) (133) HOEDOWN HOEDOWN ART�•x12 ' REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE TOTAL HEIGHT FROM RIDGE TO GRADE - b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. I,;Try DEFLECTION STUD LENGTH OF BOLT DEFLECTION AT HIGHEST CODE MODEL MACHINE AVG AT HIGHEST REF. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, Q NO. IN VERTICAL WOOD MEMBER ALLOWABLE J)\ I 0 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY BASE BODY ♦ ANCHOR BOLTS ULT. AVOWABLE 1 HB SB W H 8 SO CL DIA5'° DESIGN LOAD DESIGN \ f�Il { I I` I f , _ , GA GA QTY DIA WHEN RAISED OFF I _ I'r. �. c- F t- �. 9DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 1}" 2" 2}" 3" 3}" 5r LOAD THE SILL PLATE �,� I ),:,;;'I('j;.a ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. LUMBER SPECIES AND GRADE OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 2 Q 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 �::: STRESSES. I- �� HD2A 16 12 4 2r 2r 8" 214" 11'g" 4. 1 ;: '' L . ION ! u',;'"i '`` P.f J.I 10. VARIATIONS TO THE HEIGHT OF THE FINISH ;1. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH 2 AND BETTER DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS rI-.L 0 :. i�iU'C i i ;i0' 1�'`< c 1 1 . LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION # d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN MODEL - ACCORDANCE WITH SECTION R802.10.1. NO. AVG APPROVED. w L STUB PLATE ULT. DF / SP CODE L I� TTHE FCCUiF;FA.,"�•Ptl i u O�TI,�GiJDr`:�•,OF NEW WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS (133)2 (160)2 REF. /� } ^ r^ �} r� YORK :�Tl'.11�, rm. il�i_�t,�Jl'VJt1�L4 I-+,''R ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS SP4 3 " 7}" 6-10d x 1}" -2917 735 885 7, 40, 127 DESIGN OR COi�STriIJC7i0"� ERRORS, 12. RESOLUTION. TABLE R402.2 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE II THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND GA FLOOR REF. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE NO. W L NAILS (100) (133) (160) 13. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. LSTA21 20 1}" 21 16-10d 905 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE • C;. 0(2'3'S O OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH MINIMUM SPECIFIED MODEL NO. GA THE CONTRACTOR F WILL COORDINATE THE ROUTING AND PLACEMENTw L NAILS FLOOR (133) (160) REF. ^^ 14. TURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE COMPRESSION STRENGTH (a) (fc) (100) �/ lr TOWN S ARCHITECTURAL FEATURES AREAS OF STRUCTURE MSTA24 18 1} 24 18 10d 1025 1370 1640 7, 40, 90 ��+,u j ; `�` ,'! v ; ' • , ;_ ✓; I U��, D E RESOLUTION. TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL TOTAL ALLOWABLE TENSION LOADS NAIL CODE AS '�`tl�l�iFir ~ ^, MODEL FASTENERS I ,L"t,. �L� r-'.:'>.s '._•�..r l v u , L SPACING REF. HD2A 11diy' ''r CRAWL SPACE SEVERE (b) NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 0C �- Jt)J 'r-1 ' /' 'y �' BASEMENT OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE ��/ _--� BUJ; .',' !'IY I;t Lh.,J,Yr.v 7 t fir. FIRST FLOOR BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 3,500 (c) MODEL DIMENSIONS FASTENERS DN. DOUG-RR LARCH/SO. PINE AVOWABLE LOADS NTTHI FAILURE TO COMPLY WITH ALL NOTES 'JR/- THIRD J /`� ON THIS PLAN WITHOUT WRITTEN ALL ORIZAl10N .-- - SECOND FLOOR NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES GENERAL NOTES: THIRD FLOOR - -_ ---� 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. BALCONY LUS46 18 3 " 4" 2 - 4-16d 4-16d 6076 1140 1160 -1000 - 1150 - 1250 7, 40, 127 LOFT BASEMENT SLABS AND INTERIOR SLAB ON 3,500 (c) Hus210-2 14 33" s " 2 8-16d 8-16d 6076 1755 2105 1650 - 1900 - 2065 1, 36, 84, 122 General Notes: GRADE, EXCEPT GARAGE FLOOR SLABS ART 'x12 ATTIC (HOUSE)(a) DOUG-FlR LARCH/SO. PINE ALLOWABLE LOADS . Wood: ATTIC (HOUSE)(b) 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. FASTENERS UPLIFT UPUFT LATERAL CODE ^ MODEL AVG (133/160) REF. OCCUPANCY�� 0 GARAGE BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND NO. GA ULT. a C TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 ' n n, J� � OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,500 (d) 160 J UNLAWFUL 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. ATTIC (GARAGE)(a) HGAIOKT 14 4-SDS}"x1}" 4-SDS}"x3" 1523 435 l 435 1165 640 BONUS ROOM 3. Nailing schedule shall be in accordance with the specified code. SCREENED PORCHES PORCHES, CARPORTS AND STEPS EXPOSED TO 1111ITHOUT CERTIFICATE SUNROOM THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) "/ 4. Pre-manufactured trusses. DECKS TWO ed MINIMUM THIS b. f �� NNW_ OF OCCUPANCY a. All trusses shall be "shaped" as shown on architectural cross sections. COVERED PORCHES SIDE OF TRUSS, COUPLER NUT b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. 1 COVERED ENTRANCE TOTAL FOUR , �. ° • SE A MINIMUM IF IS�� FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ed NAILS TWO 8d NAILS THIS i MTS16 III sTu �•- 5. Erect and brace trusses in accordance to truss plate institute recommendations. POOL HOUSE/ CABANA (a) AT 28 DAYS PSI INTO TRUSS // - SIDE OF TRUSS. ,A MTS16 t o° °' �``` siu i--- ACCESSORY ACCESSORY STRUCTURE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL �. ° ' HD2A '°%%/6.* ° ° ( I TAKE-UP WASHER �'+•p• C TOTAL FDUR . ° /J ° I' v LE,r'16-"�zL 6. Plywood sheathing. 8d NAILS Y a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports (a) WITHOUT STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) . INTO TRUSS „�� I��/ �`� !� + +<- •- a E corporation or equal. (b) WITH STORAGE (d) CHOALLRETE NOT BEALL BE LESS THANR E5 PERCEDNTTORAL AIR CONTENT M RE THAN 7 PERCENT.NT BY VOLUME OF CONCRETE) /-, e SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. ! Wr 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 1 , Two p � � �"�8. Desi n values: TABLE 2111.1 6•�•IL• �.. ,,,,„„„r„... ,, RETAIN STORM WATER RUNOFF 9 PURSUANT TO CHAPTER 236 a. Framing Lumber:0DF (north) No. 2 or better SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) PLATES ' p . E = 1,600,000 PSI 0 WO EIGHT ik0 B NAIL' I �� OF THE TOWN CODE. Fv = 95 PSI Fb - 825 PSI ITEM LETTER INTOIDETAIL A REQUIREMENTS SECTION STUD Simpson Strang-Tie ELATES ' ` ® ' H7 EIGHT \ / NAIL' \ ` I ® DETAIL "D" 9. Design values: 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS 2111 9 INTO Hopson Strong-Tie , a. Laminated Veneer Lumber (LVL): HEARTH AND HEARTH EXTENSION THICKNESS A FOR HEARTH EXTENSION �` Simpson Strong-Tie FIRE fSPE "°� E = 1,900,000 PSI EFTA ,°° °. st, ROD SYSTEM � CT��i� FV = 280 PSIPHEARTH EXTENSION (EACH SIDE OF OPENING) B 8 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR 2111.10 FTA °°°° i�EtUsRQ ' Fb = 2600 PSI FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. _Al-(I LFTA �� OPENING e° •' • N TE HEARTH EXTENSION FRONT OF OPENING 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR 2111.10 °o ° L ASSOCIATES, LLC. 0 ) !��► �• BP DEERKOSKI, ARM & KEH SSO ( c DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL _ °° ° Illti-, INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. FIREBOX DIMENSIONS _ 20 INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH ••• .°�FOR RUMFORD FIREPLACE. 2111.6I IN -NC PROVIDE EI NG OIS ON THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND HEARTH AND HEARTH EXTENSION REINFORCING D 2111.9 \ I ' `\ SIDED CEILING JOIST PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS \ • AND ON SIDE OF RAFTER ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS • II II,A, . ALSO 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED V ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO THICKNESS OF WALL OF FIREBOX E 2111.5 LTP4 CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111.7tool"-- \ % LTP4 DOCUMENT NOTES 2111.7.1 <o°o°° I LTP4 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; I• IOI THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR --0111111111 AGREES, TO SMOKE CHAMBER WALL THICKNESS 2111.8.1 °°, ° O DETAIL "C" �_ FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL I• • ° �I/� - ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. DIMENSION I J FOR AORBELED MASONRY. Simpson Strong-Tie • \ Floor-to-Floor Connections FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD , TWO NO. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, 2111.3.1 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CHIMNEY VERTICAL REINFORCING H OR FOR EACH ADDITIONAL FLUE. 2113.3.1 LTP4 -'0r DETAIL "B" �'4r- 1 . GENERAL: LTP4 ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE VILLAGE OF QUOGUE, NEW YORK, BUILDING CODE, AND REGULATIONS OF CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 Simpson Strong-Tie ALL OTHER AGENCIES HAVING JURISDICTION. VERTICAL STEEL. 2113.3.2 Simpson Strong-Tie '' HGA10 2. L Floor-to-Floor Connections FIRE SAFETY: FIREPLACE LINTEL NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SIDE 2111.7 A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A OF OPENING. . DETAIL "K" B. LOCKED AREA. M 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EQUINA- 2113.11.1 MTS 2 0 L T S 2 0 C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION CHIMNEY WALLS WITH FLUE LINING LENT. 1(2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE SECTION 2113.16 2113.16 MATERIALS ARE TO BE KEPT AWAY FROM HEAT. FIREPLACE OPENING AND CHIMNEY) ., E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. CLEARANCES STU B"- (sIMPSON F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. 2113.19 TAKE-UP WASHER G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. FROM FIREPLACE R 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 2111.11 Vo� ICOMBUSTIBLE TRIM OR MATERIALS 6 INCHES FROM OPENING. 2111.14 � � � CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 2113.9 • WITHIN 10 FEET. = ir ART "x12 GAS TO BE USED DURING CONSTRUCTION. DUST CONTROL: ANCHORAGE STRAP • 3. � � A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. NUMBER REQUIRED 3/16 INCH BY 1 INCH 111 AllarAll .. EMBEDMENT • INTO CHIMNEY S TWO ,� S P 4 TE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR FASTEN TO 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION. 2111.4 \ 11 PROJECT TITLE&LOCATION: B. CONTRACTOR TO ISOLATE NUMBER OF BOLTS 4 JOISTS 2113.4.1 °° C. HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE TWO 1/2-INCH DIAMETER •° LSTA21 °° ACCUMULATION. FOOTING 12-INCH MINIMUM ° North THICKNESS °° 4. NOISE AFTER HOURS: WIDTH T 6 INCHES EACH SIDE OF FIREPLACE WALL. 2111.2 A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, Country b B. EXCEPT LEGAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) DETAIL "E" Equal number of PROPOSED SCREENED PORCH 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. STU 5"- CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH specified nails in 8 INCONVENIENCES TO THE OTHER NEIGHHBORS. • each end 10Simpson Strong-Tie SIMPSON !‘" CS16 17-TAKE-UP WASHER CUTCHOGUE, NEW YORK 6 SPECIAL SAFETY NOTES GENERAL CONDITIONS: WINDOW HURRICANE WIND LOAD REQUIREMENTS DETAIL "H" ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE I. DESCRIPTION: NEW CONSTRUCTION R-3 ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE (OCCUPANCY) (SINGLE FAMILY DWELLLING) SHEET NAME: REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF MANUFACTURER'S SPECIFICATIONS. VERIFY ALL DIMENSIONS AND CNW- THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR II. CONSTRUCTION: WOOD;COMBUSTABLE TYPE III N INSTALLATION SPECIFICATIONS. COUPLER NUT SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) STU $"- GENERAL NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY III. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ALL GLAZING TO BE LOW E; INSULATED; AND IMPACT RESISTANT GENERALTCONTRACTOR, DAK ASSOCIATES, LLC, OR MINMUM REQUIREMENTS OF THE LASTEST EDITION OF THE ill , SIMPSON STRAPPING DETAILS OWNER.IME RTHE BEGINNING, HE OF WORKD STOP WORK IMMEDIATELY AND NOTIFY THE UNIFORM BUILDING CODES(U.B.C.)OR AS SPECIFICALLY NOTED SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O. w/WINDOW ORDER) TAKE-UP WASHER OF SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ON THESE PLANS(S-1,D-1,D 1a,A-1 A-11)AND CALCULATIONS, 111111W- WITH THE MOST STRINGENT CONDITION GOVERNING. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS ENGINEER: ENGINEER'S SEAL: 7 PROVIDE SINGLE AD � ' SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. BUILDING IS DESIGNED IN ACCORDANCE WITH 120 mph(3 SECONDS GUST) SHALL HAVE WINDBORNE DEBRIS PROTECTION: fir. wr c*N)*mp HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; TECHNICAL FACT SHEET NO.10. PROVIDE 5/8" PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR �� JAMES DEERKOSKI, PE of NEI 'y'�l BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf). EACH WINDOW FRAME, w/ PREDRILLED SCREW HOLES @ PRESCRIBED SPACING 1r: -� Professional Engineer ,�� pr z7 ,7_FOR EACH SHEET. 40% Sison Strong-Tie " ANCHOR BOLTS DAK Associates, LLC • `�, :��= r� IV. CONNECTIONS ALL HARDWARE(i.e.COLUMN CAPS AND BASES,BEAMS ANDSHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. THESE506 Main Street7' �w° " JOIST HANGERS,STRAPS,ETC.) SHALL BEICBOAPPROVED INSTALLATION IN CASE OF A HURRICANE. LUS46 / Westhampton Beach, NY n Xam`;' .., ,, (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY PROVIDE ALL SCREWS EMERGENCYFOR AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR - IIII 631-774-7355 ? ti-r , 'd1 Fp.�'o. 079 � BY THE MANUFACTURER OR AS NOTED ON THE PLANS. Hl6mpsOn Strong Tie II Ares` A ALL NAILS SHALL BE COMMON OR SINKERS,UNLESS NOTED OTHERWISE. OWNERSHIP AND USE OF DRAWINGS. \ ALL BOLTS SHALL COMPLY WITH ASTM A-36 DETAIL "F" �� OR ASTM A-307 STANDARD OR BETTER. These drawings and specifications including the ideas, desig DETAIL "I" and arrangements represented therein, are the property of DAK NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX E Associates, LLC. No part thereof shall be copied, disclosed to TABLE 2306.1-FASTENING SCHEDULE. others or used in connection with any work or project other than FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6"O.C. for which they have been prepared without written consent of CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. AT BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL DAK Associates, LLC. il,� INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS. ■i' PROJECT NO: SCALE: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS S P 4 , FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE e. COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE '� - 121-2014 1/4"= 1'-0" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTUREAL SHEATHING, S P 4 . DRAWN BY: CHECKED BY: SHEATHING NOTES: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"O.C. Ilikk, AT ALL INTERMEDIATED SUPPORTS(STUDS)UNLESSNOTEDOTHERWISE. All Construction Must Comply with Residential Code of NYS LSTA21 SIMPSON ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) •• CMA JJD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. LSTA21 Strong-T le DATE: & PAPER ASSOCIATION (AF & PA) WOOD FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. All Construction Must Comply with the Energy Conservation HUS210-2 ,� DET IL L 02-11-2015 (1) SHEATHING TO BE NAILED TO CCA SILL VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED,NON-ORGANIC SOIL, Code of NYS or Residential Code Chapter 11 0 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM OR ON FILL COMPACTED TO 95/°OF MAXIMUM DENSITY BASED ON ASTM D 1557. lib (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ,UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING 4111111166ribi_ (4) SHEATHING TO BE NAILED TO TOP PLATE PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR All Construction Must Com I with Hi h Wind & Loads INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. p Y g ,W NO SUBSTITUTIONS ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY Design Criteria (R301) � All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- NOTED OTHERWISE. Tie. No Substitutions are Approved or Authorized. SHEET INDEX: ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE Due to the Relationships of Framing Hardware to the other Components of the Structure, any OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 36"BELOW All Construction Must Comply with Wind Borne Debris ..Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the NATURAL GRADE,GRATA DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. UNLESS OTHERWISE NOTED ON THE PLANS. Protection (R301 .2.1 .2 & BCNYS 1 609) �� DETAIL G�� DETAIL ��J11 101 , 00 • GENERAL CONDITIONS: " is I. DESCRIPTION: NEW CONSTRUCTION R-3 ..1 -' •.: (OCCUPANCY) (SINGLE FAMILY DWELLLING) �� = u _ s i z\': II. CONSTRUCTION: WOOD;COMBUSTABLE TYPE III N n i� . „ n / (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) i!�>s�, min�,�Irlli 'i� �irr��i.�i-- !_::I!��I� III. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE -- MINMUM REQUIREMENTS OF THE LASTEST EDITION OF THE UNIFORM BUILDING CODES(U.B.C.)OR AS SPECIFICALLY NOTED (12) D 0A o K ASSOCIATES, LLC residential & commercial design •engineering• consulting ON THESE PLANS(S-1,D-1,D-1a,A-1-A-11)AND CALCULATIONS, WITH THE MOST STRINGENT CONDITION GOVERNING. BUILDING IS DESIGNED IN ACCORDANCE WITH 120 mph(3 SECONDS GUST) HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; 506 Main Street phone: (631)767-6071 TECHNICAL FACT SHEET NO.10. Westhampton Beach,New York 11978 fax: (631 466-3354 BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf). E-Mail: CArm8888@aol.com IV. CONNECTIONS ALL HARDWARE(i.e.COLUMN CAPS AND BASES,BEAMS AND JOIST HANGERS,STRAPS,ETC.) SHALL BE ICBG APPROVED Deerkoski,Arm&Kehl Associates,LLC 0 formerly East End Design Associates,LLC (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY WORKNOTES: AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR BY THE MANUFACTURER OR AS NOTED ON THE PLANS. ALL NAILS SHALL BE COMMON OR SINKERS,UNLESS NOTED OTHERWISE. ALL BOLTS SHALL COMPLY WITH ASTM A-36 OR ASTM A-307 STANDARD OR BETTER. NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX E TABLE 2306.1-FASTENING SCHEDULE. ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6"O.C. BUILDINGAT PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL EIOSTING WALL INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS. 1 � °• ) I 1 VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE TOP DECK OF GRADE= 113• COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE12'Conc Filed Sona Tube COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTUREAL SHEATHING, I C c.4 BARS Sona Tube BOTTOM OF GRADE= 103' NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"O.C. .: I I AND 14 BARS 12'oc HORIZONTALLY(STIRRUP) 1 AT ALL INTERMEDIATED SUPPORTS(STUDS)UNLESS NOTED OTHERWISE. an 36'x36'x12'Footing ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) w/(5)f5 BARS each drection CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. I (IAin.3'-0'Below Final Grade) 1 PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. I I VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED,NON-ORGANIC SOIL, OR ON FILL COMPACTED TO 95%OF MAXIMUM DENSITY BASED ON ASTM D 1557. I I OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING I I PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR I z INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. 2x10-16'oc ACQ CD ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY I I z NOTED OTHERWISE. m w 1x x ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE •m w . OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 36"BELOW I z Q� BOLLARD = NATURAL GRADE,OR AT A DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER m ON NEW CONCRETE FOOTING UNLESS OTHERWISE NOTED ON THE PLANS. 1 I CD 1 1 1 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE m OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME I 0 1 c w R I oi - o CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. i \ o `' g X M �� NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS I •stc, I "' W FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. 73:`, LU ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY CD EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. I3 I z SHEATHING NOTES: _ ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Im d m & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO I N c BOLLARD FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. L ON NEW CONCRETE FOOTING z (1) SHEATHING TO BE NAILED TO CCA SILL g •r O (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM _-Q. CD (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES I 1 O 1; (4) SHEATHING TO BE NAILED TO TOP PLATE 2110-16'oc ACQ NO SUBSTITUTIONS I All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- I Tie. No Substitutions are Approved or Authorized. I Due to the Relationships of Framing Hardware to the other Components of the Structure, any 1 14' 6%" 16 Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the 12'Conc.Filed Sana Tube Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. I w/(4) BARS Vflt11CAIIY AND 14 BARS 12'oc HORIZONTALLY(STIRRUP) .: . on 36'x36N12'Footing I w/(5)113 BARS each direction (Ym.3'-O'Below Find Grade) #_ _ _ _ 2 2x10 ACQ GIRD r— - •I • • `� . ° . c DECK TO GRADE=9'-0' I \��2x10-16'oc C� lia I WOOD DECK \� a (FLL IN TO MATCH EXIS11 G DECK) `� 18 \••\ o I EXISTING COUNTRY CLUB I . '\'" I MY COSTING FOOTING I 1 I I Q II I I 1 L VERIFY COSTING FOOTING ---EP I I I I I I I 1 IALIGN NEW SCREENED DOORS&CENTER OF STEPS 1 I I I ARM 1 I I I sEM 1 I I I 1 VERIFY COSTING FOOTING _ I I r 1 1 1 1 d) 1 II I 1 1 VERIFY DOM FOOTING I 1 /' / / / / I I /// .z 1 I / // WOOD DECK /` 'I Sv I (RIl IN TO MATCH EXISTI G DECD//X10-x10ACQ F 6 / _ — - - - - - (2L2sc111�t��BQEB EI e _ 54" 4x4 ACQ Post Anchored to PROJECT TITLE& LOCATION: 12'Cone Filed Sona Tube on 24'x24'x12'Footiig c6/ 3' (Min. -0'Below Fed Grade) �U( .... North Fork ... `2.- ^ EXISTING PATIO ON GRADE0 - Country Club PROPOSED SCREENED PORCH NEW FOOTINGS FOR ROOF POSTS AND PORCH PANEL SUPPORT CUTCHOGUE, NEW YORK SHEET NAME: 1=40 elalIN 11 lel 13 111 11 ®ACQ Post Anchored to I� N 4x4 ACQ Post Anchored to 12"Conc.Filled Sono Tube 12'Canc.ne Filled Sona Tube GENERAL NOTES on 242412"242412"Footing on 2x1Y Footing (Min.3-0'Below Find Grade) I in.3-0'Below Find Grade) STRAPPING DETAILS II I I I I I I II ENGINEER: ENGINEER'S SEAL: I"� -•COF NEW'Y� JAMES DEERKOSKI, PE N aE ��0 � C9 c, Professional Engineer i* y1y It Lt- (Y W e.''.1'"� W DAK Associates, LLC c� -,f 1 w 506 Main Street rn w._,:-`""', 0 z Westhampton Beach, NY SFA 4'o. 07 61' e631-774-7355 /O• ESS1� � c 23/4"- T-1 T-1y" 7-15/8" T42' T 1Y" 7'-1)c T 1 23/4" 0'-41s OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein,are the property of DAK Associates, LLC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. PROJECT NO: SCALE: 121-2014 1/4" = 1'-0" DRAWN BY: CHECKED BY: CMA JJD DATE: p Pro osed Foundation Plan 02-11-2015 SCALE: 1/4"= 1,-0" SHEET INDEX: • Avg ® 1 1 GENERAL CONDITIONS: A c /� i I. DESCRIPTION: NEW CONSTRUCTION R-3 -.47.1,_-/r,!IN!! I�� (OCCUPANCY) (SINGLE FAMILY DWELLLING) ■i --,7-7-.1. ■�� x!,'::11 �il� ...N ni 111 ---- •lIL.IllII II. CONSTRUCTION: WOOD; L PLATFORM TABLE TYPE III N i r (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) III. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE D ©A° K ASSOCIATES, LLC MINMUM REQUIREMENTS OF THE LASTEST EDITION OF THE residential & commercial design •engineering• consulting UNIFORM BUILDING CODES(U.B.C.)OR AS SPECIFICALLY NOTED ON THESE PLANS(S-1,D-1,D-la,A-1-A-11)AND CALCULATIONS, WITH THE MOST STRINGENT CONDITION GOVERNING. BUILDING IS DESIGNED IN ACCORDANCE WITH 120 mph(3 SECONDS GUST) fax: 631 466-3354 HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; phone: (631�767-6071 506 Main Street TECHNICAL FACT SHEET NO.10. Westhampton Beach,New Yo 11 7 BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf). E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC c formerly East End Design Associates,LLC IV. CONNECTIONS ALL HARDWARE(i.e.COLUMN CAPS AND BASES,BEAMS AND JOIST HANGERS,STRAPS,ETC.) SHALL BE ICBG APPROVED WORKNOTES: (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR BY THE MANUFACTURER OR AS NOTED ON THE PLANS. ALL NAILS SHALL BE COMMON OR SINKERS,UNLESS NOTED OTHERWISE. ALL BOLTS SHALL COMPLY WITH ASTM A-36 OR ASTM A-307 STANDARD OR BETTER. ' 14'_11 8" NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX E TABLE 2306.1-FASTENING SCHEDULE. ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. EXISTING WALL BELOW V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6"O.C. AT BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS. E r u VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE HANDRAIL AND POSTS TBD HANDRAIL AND POSTS TBD ( - TOP DECK OF GRADE=113" COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE o COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTUREAL SHEATHING, P E- - BOTTOM OF GRADE=103" NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"O.C. AT ALL INTERMEDIATED SUPPORTS(STUDS)UNLESS NOTED OTHERWISE. o ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) -- CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. 2x10-16"ce RAFTERS o PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. E VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED,NON-ORGANIC SOIL, OR ON FILL COMPACTED TO 95%OF MAXIMUM DENSITY BASED ON ASTM D 1557. UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR 5 INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. 0 N -.I\ ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY NOTED OTHERWISE. P, a ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE • • OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 36"BELOW o O r ~ NATURAL GRADE,OR AT A DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER I x n g'g 1 , c� zd V) UNLESS OTHERWISE NOTED ON THE PLANS. L i r�,e N I = 3 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE e L J El - OF g NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME [:: ~ " CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NEW WOOD DECK o a a M NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS (WITH ROOF) A 5 o FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. a m _ a o I w ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Q o LLJ EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. • w 0 or 1 o z Q zl s I zd O SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FORESTo I > n g N & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO "' �I o "I FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. E5 (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM n 81 I (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP RATES (4) SHEATHING TO BE NAILED TO TOP PLATE N 1.-i� R N NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong— a Tie. No Substitutions are Approved or Authorized. 3r -- - � 2 N o c = P - Due to the Relationships of Framing Hardware to the other Components of the Structure, any _ I > S Z 5 I o Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the le Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. E 0I s n,,,_..1 S iL _- -- J1 G-3Y" (2) 1 'x9l' LVL (2)1 ' x9 }"Lt1 (2) 1 " x93" LVL NEW SCREENED PANEL NEW SCREENED DOORS NEW SCREENED PANEL ® VI_lc, I -,T ` J d — • 2'-11%%6"' , \\ 64" 2'-11%' a/ / - \ Mi rn �� W x r ", ( '"' WOOD DECK I x I . v (ALL IN TO MATCH EXISTING DECK) -1: EXISTING COUNTRY CLUB 8\ ,_. �L____J n Z EEI ...ww‘ .,......_ ; v Z EXISTING WOOD DECK 0 — — - _ DOUBLE POST o 0 o L ____ J n x — ALIGN NEW SCREENED DOORS&CENTER OF STEPS 1 - STEP` TO(TRADE ) DUS11N6 3 3r -- --1 ► — CD Z 2I N P I I DOUBLE POST _ �1 x ngg� 1►�� 3 oL__ J B 16'-9" d to �n E '' ii , \\ 3 v 0 or � — 1 Z z of =g§g Pn.i AE ' E I �s I EXISTING DOOR L —— — _J d WOOD DECK mi D (FILL IN TO MATCH Dis11NG DECK) EXISTING WINDOW EXISTING WINDOW ari TOP OF NEW ROOF )p 14 STEP DOWN ; CONNECTION 0 136'ABOVE PATIO \ \ 10' 6'-3Y" VERIFY CEILING FAN VERIFY CEILING FAN \ SWITCH LOCATION SWITCH LOCATION \�y�. PROJECT TITLE& LOCATION: ekd CENTER ON WNDOW CENTER N DOOR CENTER ON WINDOW \ CO North Fork VELUX X VELUX \ I FIXED SKYLIGHT I UHTI FIXED S HT I I AXED SKYLIGHT I \ FS SO6 I I FS 06 I I FS SO6 1 \\ I DECK MOUNTED I I DECK M N1ED I I DECK MOUNTED I Country C —2'-5)/4"-- 1 -2'- " I SKYLIGHT I i 1 SK GMFy, I 1 SKYLIGHT I i \\ �___l VERT ',491-1'-s3/," = ._ (VERIFY) _..I L_ ( —J I ( _, \\ \ PROPOSED SCREENED PORCH d \ E a I EXISTING PATIO ON GRADE \\\ W x K• \ 1 CUTCHOGUE, NEW YORK 6'-6"— 6' 6" % 6') \\\ 6'-6" 6'-6" 6'-6" 6'-6" \ ��1 ( ►,:i::I I L_�:I I:►'i l I:►�; i1 I , SHEET NAME: NEW SCREENED PANEL NEW SCREENED PANEL NEW SCREENIID DOORS NEW SCREENED PANEL NEW SCREENED PANEL NEW SCREENED PANEL NEW SCREENED PANEL -' (2) 1 "x9 .'LVL (2) 1' x9}'LVL (2) 1 " x9rLVL (2)1' x9 }'LVL (2)1 ' x93'LVL (2)1 'x93 LVL (2)1 " x93." LVL FLOOR PLAN A C) a 11 ENGINEER: ENGINEER'S SEAL: En JAMES DEERKOSKI, PE �E,OF a �� YOQ z 1 Professional Engineer \ '.Q' 5 V ?� ,f- N .,_<, ` e °s_* 8 DAK Associates, LLC r i.r * A .� 4,c),y' cc 506 Main Street '. x"` ' w Westhampton Beach, NY r^ `1: •'' r` , 631-774-7355 '1) 11/ ��ol' kZ 234" 7'-1Y; 7'-1Y" 7' 154' 7' Y" 7'-1Y" 7'-1Y" 7-1y2" 2%" OPE SS ' OWNERSHIP AND USE OF DRAWINGS: 50'-4/s" These drawings and specifications including the ideas,de •gn and arrangements represented therein,are the property of DAK Associates, LLC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. 4, PROJECT NO: SCALE: 121-2014 114"= 1'-0" DRAWN BY: CHECKED BY: CMA JJD DATE: Proposed Floor Plan A 02-11-2015 SCALE: 1/4"= 1'-0" SHEET INDEX: A ri 1 102 . 01: • r 0 a I moi-`%� �� r ...`1OARIV1121,14Mil Itargr/ I ill ik- , � iii■ ill .!!:In, Ul �1 implied' V. ii�lilii D °A°K ASSOCIATES, LLC O residential & commercial design •engineering• 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 o formerly East End Design Associates,LLC • WORKNOTES: c DOSING WAIL BELOW • t) Ka K iJ V. __, t N W OPEN - NO DECK Z of = Q V. Jy 1= =.� 8 3 g g z N ' 8'-9,1" 6'-3" 134" 334" T- 6" • 7-2)is" NEW SCREENED PANEL NEW SCREENED PANEL , 1 1 (2)1 " x93•LVL 1 'x9rLVL E 6'-6%6" -69A a a IL– ''r' WOOD DECK =gi I — = (FILL IN TO MATCH EXISTING DECK) EXISTING � � �1 d�� 1 ( STING COUNTRY CLUB —� L ._ __ J Z NUO d J Jaa,' Si. _Al 173 ...‘ .,....._ N--1 ..,.. 0 0 DOUBLE POST zl g P. I — CD 8 ii g � - a a, ALIGN NEW SCREENED DOORS&CENTER OF STEPS EXISTING WOOD DECK �'`� n Z ..N STEPS TO GRADE \\ EXISTING � I I g P. I DOUBLE POST E gL _ _At J F' 1111111111N 1 D a 0,E ; v of i 1Z Z Z ,. A EXISTING DOOR e L _ _ __J WOOD DECK ml (FILL IN TO MATCH EXISTING DECK) e EXISTING WINDOW EXISTING WINDOW .0,– TOP TOP OF NEW ROOF >0 4 STEP DOWN CONNECTION 0136'ABOVE PATIO \ \ int VERIFY CEILING FAN VERIFY CEILING FAN \ SWITCH LOCATION SWITCH LOCATION \Gy \Fgr PROJECT TITLE& LOCATION: 1 \-P d CENTER ON WINDOW CENTER N DOOR CENTER ON WINDOW '�=,z\ �' VELUX X AUX fi,� Noah Fork FIXED SKYLIGHT I I FIXED UHT I I FIXED SKYLIGHT I �¢�� LDIjI FSI L1J � I DECK M 1 �\2' 5Y" 1 SK 1 \ — IFY) \ Country Club \ PROPOSED SCREENED PORCH d e I EXISTING PATIO ON GRADE _ a \\ CUTCHOGUE, NEW YORK Z ,, \ � \\ z 6'-6"- 6'-6" //% 6' \\\ - 6'-6" 6'-6" 6'-6" 6'-6" \ ( SHEET NAME: NEW SCREENED PANEL NEW SCREENED PANEL NEW SCREENED DOORS NEW SCREENED PANEL NEW SCREENED PANEL NEW SCREENED PANEL NEW SCREENED PANEL (2) 1 'x9}' LVL (2)1 "x9rLVL (2) I rkirLVL (2)1 'x9 'LVL (2)1 'x9i. LVL (2) 1 "x9 ' LVL (2)1 " x9rIV. FLOOR PLAN B a (alternate) ad ENGINEER: ENGINEER'S SEAL: Z JAMES DEERKOSKI, PE Professional Engineer Q G' DAK Associates, LLC 506 Main Street •" � Westhampton Beach, NY 0'FO ii, • i. 631-774-7355 AROFESStC7 ii, 24 7'-1 - T-14" T-15/8" 7-1 T-1s' T-1y" T-1 234" 50,-4y6" OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of DAK Associates, LLC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. / PROJECT NO: SCALE: 121-2014 1/4"= 1'-0" DRAWN BY: CHECKED BY: CMA JJD DATE: Proposed Floor Plan B 02-11-2015 SCALE: 1/4"= 1'4Y SHEET INDEX: ' 'A ® 103 . Ost • • IA . - .A�� ... i 1 Ili. ii ► QWM =1= i.. E •• lid i '• f' ® II�O VERIFY EXISTING ROOF LINE jI II I::■■ 1If:tlinII''■". iliiiiiniMi dill�I.�I�. D o A o K ASSOCIATES, LLC Oresidential & commercial design •engineering• consulting 506 Main Street phone: X631 767-6071 Westhampton Beach,New York 11978 fax: X631 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC WORKNOTES: L L I -- --- ---- ------_,11. r- - i. '.a, ,,,/./`' „,,,,,,,; .,,e„,..:„,., ,: ,- , ,,, , „ `,?,t".^ ,,,,.%,,,,,„,,,,:, „, ,, •:.,, ,,.}.;, iii .\::,<,,' ,i,r v./,,,,,,,e,/,>,,,,,,,,,,,,,x`:r,``,i`)i<`; , `,, , ` :'\/�,,,<. r. ',,,,,,,,,>,,,„,' ,,x,, ; .,,„ .'y ./;;"r s/` ',,,:.,,,,,j>> >? ./ /,� O,. ,,, . .',,v yk,,,,v•r:: :k :I r" *<>' i./>. / r✓ f,ti. y :n?�'z ”"/.�';r� '�r>': ' ' Yt'>,,'<>";, :'' ':),;‘": „'<";, !, "K4 S�?`•.!:. ✓xri`r O ',',✓ '>'?,,,:,%`,• j.. s; /'„,,;<\,,, ,'- " <., •.�4.>,C � K: �:. ''. 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V ',: . }✓, ,>/,, ,'<,„; .%�,>,..,,'. :,•; a IMFAMUIAIEWANI iill', iii EPDM RUBBER ROOFING (INSTALLED AS PER MANUFACTURERS SPECIFICATIONS 1'-0„ ....,,A.,_ „ —\ ' ` ismil . 4 CDX PLYWOOD OR ZIP SHEATHING (TAPED) .r - rr..ra r.r..r. ■ n 2x10-16" oc RAFTERS D °A° K ASSOCIATES, nc CDX PLYWOOD SHEATHING ON UNDERSIDE OF RAFTERS O residential & commercial design •engineering • consulting r AZEK BEAD BOARD CEILING PROVIDE VENTILATION AS REQUIRED 506 Main Street phone: (631)767-6011 Westhampton Beach,New York 11918 fax: (631 466-3354 2X10-16" oc ceiling joists / rafters 1x8 AZEK FASCIA E-Mail: CArm8888@aol,com AZEK BEAD BOARD SOFFIT Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC AZEK BEAD BOARD CEILING PROVIDE VENTILATION AS REQUIRED - �- ' , _- a 11/ / WORKNOTES: SIMPSON TYDOWN z �l �" ' �_ — T (2) 14 x 9 " LVL CEILING FANS BY OTHERS " . SIMPSON TYDOWN EXISTING NEW nd- COUNTRY _,.„ SCREENED CLUB PORCH o i,_,.:(= W p I1 p -1---. N - SIMPSON -MOWN N • mo o _I . 16'-8" ' 4X4 ACQ POST VERIFY THAT WOOD DECK AND PAHO ARE FLUSH j , / i ... SIMPSON 4X4 POST ANCHOR EXISTING PATIO ON GRADE 12" Concrete Filled Sona Tube 0 1 #5 REBAR STIRRUP 24" x 24" Concrete Footing n . ia, i* ro p ‘.1.,./ (Th \3/4. ,,,, el k..........-1 ross . ,.. 1 • .,,) .. y} fia SCALE: 3/4" = 1 '-0" EPDM RUBBER ROOFING (INSTALLED AS PER MANUFACTURERS SPECIFICATIONS) I 1'-0" 4" CDX PLYWOOD OR ZIP SHEATHING (TAPED) 2x10-16" oc RAFTERS i" CDX PLYWOOD SHEATHING ON UNDERSIDE OF RAFTERS i" AZEK BEAD BOARD CEILING PROVIDE VENTILATION AS REQUIRED 2X10-16" oc ceiling joists / rafters 1x8 AZEK FASCIA AZEK BEAD BOARD SOFFIT AZEK BEAD BOARD CEILING PROVIDE VENTILATION AS REQUIRED w SIMPSON TYDOWN ►z r ‘---------___<-- -- T (2) 1i" x9i" LVL CEILING FANS BY OTHERS ►_ SIMPSON TYDOWN EXISTING NEW COUNTRY COVERED 0 U O ,_ CLUB PORCH o _,..::c: c.� -,„ ...c 1c, = \ , = O o cz) I SIMPSON TYDOWN N PROJECT TITLE& LOCATION: o Li, I 0 L., North Fork • CountryClub 16'-8" I PROPOSED SCREENED PORCH 4X4 ACQ POST VERIFY THAT WOOD DECK AND PAHO ARE FLUSH CUTC HOG UE, NEW YORK (— TOP DECK OF GRADE = 113" / _ ___..--y ii \ SHEET NAME: NEW W14x90 STEEL I BEAM (11.02" HIGH x 14.52" WIDE) - EPDXY COATED , , NEW 2x12 ACQ HOUSE BEAM w/ 2x2 ACQ LEDGER - THROUGH BOLTED TO BUILDING BOX BEAM • CROSS SECTION - AS NOTED .: :. �-) ENGINEER: ENGINEER'S SEAL: I ��pF NEb+�y0 JAMES DEERKOSKI, PE ��,`' D �r`ro Professional Engineer }t Q �� ? \*� DAK Associates, LLC \ n "`?*�� / _w BASEMENT °• 506 Main Street `� •`' 'l c� Westhampton Beach, PJY �. 072`�� : PROVIDE A MINIMUM OF 2" CONCRETE COVER ON ALL STEEL 631-774-7355 �' SS`pNP ENTRY OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas,design and arrangements represented therein, are the property of DAK Associates, LLC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of DAK Associates, LLC. EXISTING GRADE PROJECT NO: SCALE: 121-2014 1/4"= 1-0" DRAWN BY: CHECKED BY: • :• 12" Conc. Filled Sona Tube CMA JJD w/ (4) #4 BARS VERTICALLY DATE: 0 02-11-2015 AND #4 BARS 12" oc HORIZONTALLY (STIRRUP) — on 36"x36"x12" Footing ....D , w/ (5) #5 BARS each direction (Min. 3'-O" Below Final Grade) , , • _ ro• • • , -id cro-, c,, ,,, _, ,„ til 0 n , • sw .. _ 1/4. ...." c SHEET INDEX: SCALE: 3/4" = 1 '-0" 3 .1