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HomeMy WebLinkAbout40106-Z ,,so�pSulF0l'f% Town of Southold 5/5/2016 f k t. P.O.Box 1179 t o 53095 Main Rd 14 411 * -SP Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38299 Date: 5/5/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 290 Koke Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-6-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/10/2015 pursuant to which Building Permit No. 40106 dated 9/22/2015 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: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Kunst,John&Kunst,Mary Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40106 04-12-2016 PLUMBERS CERTIFICATION DATED 04-21-2016 William Seppell f i Authorized Si a re TOWN OF SOUTHOLD e:P; BUILDING DEPARTMENT j� TOWN CLERK'S OFFICE oy "�' 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#: 40106 Date: 9/22/2015 Permission is hereby granted to: Kunst, John & Kunst, Mary Ann 51 Strawberry HI Madison, CT 06443 • To: construct additions and alterations (second story) to a single family dwelling as applied for At premises located at: 290 Koke Dr, Southold SCTM # 473889 Sec/Block/Lot# 78.-6-16 Pursuant to application dated 9/10/2015 and approved by the Building Inspector. To expire on 3/23/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $835.20 CO -ADDITION TO DWELLING $50.00 Total: $885.20 411111 ( Building Inspector 4 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-conformirg 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. 9 'lv""La /S New Construction: Old or Pre-existing Building: 1?S (check one) 1 Location of Property: -2—'3)0 \L Q n we_ S o L i4 o �cA House No. Street Hamlet Owner or Owners of Property: \Cu\S')e Suffolk County Tax Map No 1000, Section 7F Block Lot Subdivision Filed Map. Lot: (� Permit No. 6 0 I O� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � `By Applicant Signature wor 1��,�®• U SO(/Ty®l Town Hall Annex ® : Telephone(631)765-1802 54375 Main Road Z Fax(631)765-9502 1. P.O.Box 1179 `.' G Q �A roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 �` i 1 .' OO JNTI,\\ ''' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kunst Address: 290 Koke Drive City: Southold St: New York Zip: 11971 Building Permit#: 40106 Section. 78 Block: 6 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Brock Monaco Electrical License No: 31527-ME 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 Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 26 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200A NC Condenser 2 Single Recpt Recessed Fixtures 32 CO Detectors 1 Sub Panel NC Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 30 Twist Lock Exit Fixtures TVSS Other Equipment 2- Exhaust Fans, 3- Paddle Fans. Notes: Inspector Signature: 4A, - ,�� Date: April 12, 2016 Electrical 81 Compliance Form.xls , t ii i%OF S t e$, Town Hall Annex i' A. i Jilt ' -'.,•<-1)A,g Telephone(631)765-1802 54375 Main Road " ; Fax(631)765-9502 P.O.Box 1179 �'G �� QZO$Z110S 3011Tt�QZ Southold,NY 11971-0959 \ Oji % ►. aa ONIa'II[1$ . a Me 9 2 liciv BUILDING DEPARTMENT TOWN OF SOUTHOLD 11 EA0E3E el ;,: 4, CERTIFICATION Date: 1/21 2_0 lip Building Permit No. 40 IC) c Owner: ' V, h.S�" lease.rint) /FT/ �li r , av\Aamu ,' _ • (Please prin 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 9......1 day of ,,,Kf - , 20 1 (a } ,---- , ---------- AL SEPP K. 4,14 — °00 SE629c!State of Wu.yak Commission 8871,Buff Counh / Peres,&iambi?2014? Notary Public, e/ 4,County 1 1 (fro_ (0 t____ 'l',,oiopf S0045, ,is c€ <e.\ �'ytiOUNiY,N,,• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: / . L.A. .. IA) - • ' / etifilijr 0 • 1i_ . I `� L DATE !' ( �� INSPECTOR , ' i I o"'0'.0€ �,,iwaf SOU lyolo` 1/t° /1°(° ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT) ON [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ].INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] CAULKING ,r� REMARKS: 4i-ill--"-'16 - i - / ' -■dgalf.e-41air - 829-'%--12-1-----,-4-- , 6...-...-7Q, _1 (_,,,:e. ae,7de..-w,4-5/,c,27,.-.„ . 3 ( Cti--. ..s /. .. -.. ` 144<140/ et °V/ 1 ° .1_/er..• .*/..,,j. .a%.41a, ac .,.K).,, • aetal-ACZ,77,,;. DATE f /05--- INSPECTOR i - - (6(_457 SOUTyolo,` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECpON ; [ ]- FO DATION 1ST [ ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: A/r �Q �JL'` _- Are /4//v-LE_ rw, "if; ‘,40. fArgti-i44,-) /*Ay-- 3 l� DATE INSPECTOR 1 ,ho��OF SOUT,yolo` ; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLUMBING [ ] FOUNDATION 2ND [ , INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE STANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULK , G REMARKS: .4J�� -�-zt} ai DATE INSPECTOR ;* *%,c3 e:QV; Vii' 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 (' INSPECTO yr-fir � ' Yoto (9... - iiie'4 sou—% i' ` x `11 -..:3,.0f." '-cf-COUNri 00.11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: , 49/ CO /Li/ra, 4 ra 7 ,7,, „,11- . ._ g,,Q,_, _ ,t DATE A6 INSPECTOR i I f JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: January 11, 2016 ' To: Town of Southold Building Dept • Re: Strapping inspection :S,', Kunste-Giuliano 290 Koke Dr. . Southold,NY 11952 To Whom It May Concern: This letter certify that a Strapping inspection was performed at the above mentioned property and all of the Strapping meets all state and local codes. Any questions feel free to call. of NEw Yp , oEER,�o�c Sicerely,ft; ,. . 4to 'r. z J. ° e• Deerkoski P.E. 2 - f 's Ci (PA, do 2,14,,,..-� N_ 'Pr k, , 4 R A h 1 Z • O N. N >® 1 , ti _ • ----2zi , 20- ---* /.9 -D-9-0 ) 'IV y2/.1 z� • , ono, 6 °-.4-;, C-e-00o44,/te6c. L. .*J'ar '1010-6-i , oe '9t .f, - -pu 91—W-b rG\ -27-I . . '- , 6 TVga • ir . Ira IN 7 ...-Am gr. . ,. .,.., -40-740-. . , ,ifo- - ,, i , 7-fi5,--)-_ A • . . _ ,.. .,/...._:_ ... . . , ..s.fr._:,:z.„,„ 4001,,,,ry _ 7, . , .. 9 --. , ,,Q ' - ;'2..-bira/ • • ,..a,P, " 7// / ' 1:, ' ')P.-er?'./---a•C -r-4did-, ' ' rte;,- ..ter ,r•. • � a�Oa 1S�J2�aIa 3,L�'IZS �, w �� , . 'J 4\ iiimmombyamigioir-tw- *Axifiilos . r _ C4 - "y F ��` Jr y�err wis� - 1 7 vil;/,:ityi. . . . ., ems11e .w vas. a`,. ,(�'o9 3" ,a ........; ,., oNio nrn.Za 6.4f.' _.„72„.;7,w- H _ -• i - j -.-071,..n/_,-.0,7. -,,,,,,,t1, i �/ • , ��� , ..., MWar)gOLV rirl0a ,C) / 1. c) _ l -err �► r+ . . �,uo moiodismoa , . S •• IOa va 1,'klQd t id0 3gd8 cr rr.T 1 i - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL r1..+ ;r :{,Board of=Health SOUTHOLD,NY 11971 4 sets of Building Plans ,4,..! TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 'y'S,urvey.',(t t,;,. . SoutholdTown.NortlhFork.net PERMIT NO. D/D4 Check ,, 11;}.)ii,, <., `Septic,Form • . , .• , .. -- - N.Y.S.D.E.C. , r" ' - - Trustees II, (I 1 I' IL, C.O.Application I __ Flood Permit Single&Separate Examined i ,20 _I 8E� 1 201IIL..���-,-., , 5i:l• , ,,if,-.•. .� - -- - Stoiin-Water'Asses'sment Form /— /` _--- -- -- - -Contact: Approved 20 r �) DEPT \ Z , , , ,�fNOr.,r),I�illr4_D., Mail to: ?c� Sh , Disapproved a/c Mt-fi>rn'1vcK1 N y :i: ,, ,., r ,_1 ' ' ' • Phone: 631-965 " )c)14:1 Expiration ,20 11 ` ",�6.,a,.\ — n^1C1.o.2\ eMc‘-‘ a2S 1SrN r S e N.ces , c on- N . 't,io1,: {_ t Building Inspec..r : -I , -• , APPLICATION FOR BUILDING. I Tr'r. f,.,- : . ., i," '• - • --- - — Date SPP1'. • 16 , 20 )5— . ;INSTRUCTIONS.. .. :I "•-' _- - ' ' •' ' • 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 bylthis application may not be commenced before issuance,of Building_Permit. ,., , , ; d.Upon approval of this application,the Building Inspector will issue a Building Periinit`to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. , f e.No building shall'be occupied'or%usedin whole b'r-in part for`any;purpose what so ever until the'Building Inspector issues a Certificate of Occupancy. , f_Every-building permitcshal expire if the_work authorized-has_not commenced-within'12 months after the date of. ' issuance or has not been completed'witin 18 months from such datei'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 D,epartment,for,the kstuance 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,,housmg code,and regulations;and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a cc ration) t„ • • , , Qcs 'V—r b [ono',1'11.A.r 1 N`( l i c - ' ' ,,,„ -' -, , ' '• ' 1•(Mailingladdress of applicant)' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AS erg ' 3`e_14_ c...,-44 Name of owner of premises v,o- cnr` )L --)INS*-(' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) •,; , , , ', Builders License No. Plumbers License No. ' r , . , i s,;;r , : . - . ,';_,:t .,. ' , • Electricians License No. ; ..r: ,! -:,E'-'r : ' a1i , Other Trade's License No. l ' 1. Location of land on which pr osed work will be done: ?AD -oft O,,,e Soo-t„ )c) House Number Street Hamlet i ,Ii, :,c 'r}1�;•(�a:Di-il'' °_i:'t`-r� '_57_f.:v-i a',_)1.1 County Tax Map No. 1000 Section -' I ;��Block;,:r i,,-, r)es 6 Lot • „ l6 VIM303%i JO'3 ii-f;'VA UEirsii,, 11:`.l _-__2::- { alL;'$S-:ii1i`'?;:i 1',01 'lM a': Subdivision Filed Map No. Lot 2. State existing use and occtipancy,of premises and intended use and occupancy of proposed construction: ' a. Existing use and'o`ccupancy 0 e c,caw s A r\J b. Intended use and_occuparrcy 3 Is e roo ,•_ St1-t ,►•� �'`�`�j ` 3. Nature of work(check Which'applicable):New Building Addition ?c Alteration 7C Repair Removal ' l Demolition Other Work . ' (Description) 4. Estimated Cost - 1 001 v.,°Q;o Fee (To be paid on-filing this application) 5. If dwelling, number of-dwelling units I N4#i ertor d'e-•ing units on each floor If garage, number of cars n 0 �e 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or-additions:-Front Rear Depth Height .olr1 : '1 Number of Stories 8. Dimensions of entire new construction:Front ` •¢z i `'' %=`;' ;="Rear•"-- " ` Depth Height Number of Stories 9. Size of lot: Front Rear i r;_, r :Depth 10. Date ofPurchase - Name of Former"Owner` ''' "'j '' •X1','1 `.. r' - '•;:_}�. . _` -. 11. Zone'or tie'di'sttict'in'which premises are"situated'`' '`' " =4o""' '` t'" '`' "' ' ' ' • ' ' it • :,'r%•;,,. ',ti ' ;;;! . ,f.,1"." t.`.✓;1(f:>'J'ii f Pr},'r Jt- 12. Does proposed copstruction,violate`any zoninlw,ordinance or xregulation?YES'r NO 2\ •, $' • ,ri: r a, :'Li e eill�`; sa 45: 1:m :f Fi 13. Will lot be re-graded? YES.. N 7,c.u,Will,excen-fill,tbeire rigged from premises? YES , .t NO 14. Names of Owner ofpremises., ,', yrs , ,Address.: ZR:o ,,PhoneNo... Name-df Architect,: 1-1 p-.: ,N,s49 co )c-- :. , . Addressy'Phone;No`-Lock )) 6 Name'of Contractor, ` :, --', }: �` Address ; : '- - - ��Pliorie'Nor 15 a. Is this property within'-100'feet of aii'd'al 'Siwefland' a freshwater`wetland-*YES ' ' 'Nd' * IF YES,-S'OUTHOLD'TO WN`TRUST & EES' `D'.E.C'.`PEWITS'MAY BE`kEQUIRED: : t •P � r' t •'� '1 . b. Is this propertywithin"300`feet of a tidal wetland?*`,YES NO * IF `t'ES, D.E.C.PERMITS kOi BE`REQUIRED: 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and-restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Sugblk ) , being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)'above'named, ` f' ' t. ;;'.,t {,sl, ti,.'F' „ , , (S)He is the A S (Contractor,Agent, Corporate Officer, etc.) - of said owner or owners, and is duly authorized to perform or have performed the_said_work and to make and file this'application; that all statements contained in this application are true to the best of his knowledge an_d belief; and that the work will be•, performed in the manner set forth in the application filed therewith. Sworn to before me this ; ;,. 10-0 day of Se mker 20 15 ; 1'RACEY L. DWYER Notary P bhc Signature of Applicant NOTARY PUBLIC,STATE-OF NEW YORK NO.01 DW6306900 -- QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,221a r Scott A. Russell ,••`�d-°SUFFQ 44�'w STORMWATER SUPERVISOR ` 0 MA. A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 Z p 53095 Main Road-SOUTHOLD,NEW YORK 11971 z+24, �` Town of So u th o l d • 4 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ID D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E I E. Site preparation within the one-hundred-year floodplain as depicted - - - - - -on-FIRM-Map-of-any w-atereou-r-se - - - - ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: QDistrict NAME An �c\,-�_Q.\ kc.\t�' 7V 6 14 moi- I0---cors Section Block Lot � l5ignalU(e) -cx=k-i FOR BUILDING DEPARTMENT USE ONLY 4e�' Contact Information. - 5 194-7y �� Telephones uinAcr) �� Reviewed B ✓}t�JV7��'/j� Date: --Lt.) 15 Property Address / Location of Construction Work: 0ci \C-OU >^�� Approved for processing Building Permit Stormwater Management Control Plan Not Required. 5 001A_ N ° '" Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM , SMCP-TOS MAY 2014 11 ''' , 1 1' I.. Town[Tall Anne': ; 1i i"l 1 ai. "; , Telephone(631)765-1802 54325 Main Road 1'1 `, > c� I,, ' (631)765:9502. P.O.13ox 11711 'k I • . `I ,. ? roger.richertCa town.sotnol .nv.us Southold,NV 119711-0959 ; ®1 : , ; a�1�I BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION avmwemm,rumwoevmcar nuuv®v.n®�mvovcva.n.evv� • REQUESTED, BY: �- � U �-�r"\ I�t©�I�'C-C3 Date: . Company Name: __ yo —4_,► c .� MoN�-fo Name: I i d< M�,n�w License No.: 3 L 5 o'Z.'� -- (Ivl C Address: 9 (0 1 -v-ee , j t1 6 .-ei Y tate_, NW ) �1 &� 1phone..... Eti�-�. ____6.a3t ( � — (�K e;� -- — JOB`sl"I'E INFORMATION: (*Indicates required information) -lak *Name: _,K. ...)'(1-s-\-- q'e--S is en c. "Address: ® g q 0 I'<o�e.- DrsovC 5ArNokii N i' .cross Street: __8,a.y V1-E .,) • *Phone: No.: (o;l- bL(- 3l aL Permit No.: lav L U (o Tax Map District: ' 1000 Section: Block: Lot: - i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . 0 e lA 0 pckE O t 5ec,excl- (--,-1%4 ei l-e4 5k.,3,-, ' (Please Circle Alt That Apply (e *Is job ready for inspector': YES/60 Rough In Air Final *Do you need a Temp Certificate: YES f-> �L A - TernInfolrmation ne . \\ilY) *AN p (Ifneeded) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *Nevy Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: - PAYMENT DUE WITH APPLICATION . _..., —____t \co, ,---- . 82-Request for Inspection Form Q a cissi • /irk , ' 0 Town Hall Annex ‘ Telephone(631-1802 54375 Main Road :`� = Fax(631)734-9502 P.0. Box 1179 ; _ Southold, NY 11971-0959 ; +i� os BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED • • - WOOD-CONSTRUCTION AND/OR TIMBER CONSTRUCTION .- Date: 9 - 1 O^ 7--° i Owner:. r^ acv c-rnJ \( -1,1\5k, - s,. _ Location of Property: 'Pt-. 9 O Yr' \Coi � O�\ S � �o '� c� Please take notice that the (check applicable line): New residential structure =w'. -- • •.-,'s Addition to existing residential structure Y • Rehabilitation to an existing residential structure y�.T. s to be constructed or performed at the subjectproperty.reference above will Utilize (check applicable line): ,` Truss type construction(TT) - • - - Pre-engineered wood;construction (PW). , )( Timber construction 4C) - - - in the following location(s) (check applicable line): N - 7C Floor framing, including-girders beams.(F). 'Es..-‘51-‘oft-PP--A X Roof framing (R)'-1-1(- -es--- Floor and roof framing (FR) Signature: /(...K___L_____X_______7 ; -. , L Name (person submitting this forth): M1 d�a.e\ \--1�.r , - 46, - Capacity(check applicable line): • Owner . . - _ X Owner representative • TrussResRegl5.docx Effective 1/1/2015 s ....•••. .'Ji:. ni:a.::�..:: -Ir V• .V**;•.7• ="••�•: .. ti.'r,-:�r:TreC.^;an.';v f•:::_••» ::a7:17:M.1•w36:,•�.t}t{,rfNMN.F•1='.Ct4:^.tr:i•�p«;w.::•... ........�:.. 4. - 6" DIAMETER ....... _ ,;,..,..s.,.,.....::,,,... • REFLECTIVE RED_ • ROMAN ALPHANUMERIC "` PANTONE �y't - •DESIGNATIONLOF'COIVSTRUCTION 'r (PMS)#1'87 -~ , . 'I 7..;.;,i ' ' • .. • TYPE BASEDgON SECTION 602 OF - THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE • WHITE • • , 1/2" STROKE - , • • _ ' '. - ... c.9MP.•ONEkt. .iT.NAT'Af2E OF _ _ ., r . - • TRUSS CONSTRUCTION • "F" FLOOR FRAMING,INCLUDING _ - GIRDERS AND BEAMS ' "R" ROOF•FRAMING. , , "FR" FLOOR AIi1D ROOF F.RAMIN`G . • • • TRUSS}DENTIFICATICN.SIGN • - C a1/PUANCE 1MTH 19 NYCRR PAJT.12f S 1 . • • wrroscaF CODES O1V(5ION EXWF ETRUSSIDEA1TIFICATI N SIGN DA1E.�V8/� CJ\l iI V x �-C TRUSS I JCI V 111 I l�f 1 :-.• J. ;-.. �` �� ••- NEW YORK STATE DEPARTMENT OF STATE --i 'i DIVISION OF CODE ENFORCEMENT f`!.-7 AND ADMINISTRATION ;oxu:ateNrnF srt;E`. .•. •.: ,:•••.... «:;•.;i.ge.„,,,,,.„,,,,,,!. ;,,,,,:. ;r,,,A .1.r,........::wwr» wC'.:a..F..i ,,K. se+t9'..,..w.:-t,:F.!'•r•Tis.%:A.w,r:_.,...: t.::: r.� Pontino, Susan From: Verity, Mike Sent: Monday, May 02, 2016 11:36 AM To: Pontino, Susan Subject: FW: 290 Koke Drive, Southold, NY Attachments: southold kitchen.pdf gegoviE MAY - 9 6_1j From: Kelly Giuliano [mailto:kgiuliano@hill-hill.com] Sent: Tuesday, April 26, 2016 6:03 PM BULLDG DL • To: Verity, Mike TOW OF S® Subject: 290 Koke Drive, Southold, NY fJ'd'3�OLD Dear Mr.Verity: Attached please find the kitchen layout as provided by our kitchen designer. I understood that you needed to see a copy of this plan prior to issuing the CO on the above referenced property. This was essentially a cosmetic remodel—the new kitchen cabinets and floors replaced the old in the without modifying the layout, and an additional bank of cabinets was added where a hutch used to stand. Please let me know if you require an other information related to this matter. Kind regards, Kelly • Kelly Ann Giuliano, Esq. Hill&Hill, LLC 2E Samson Rock Drive Madison,CT 06443 203-245-4900 203-245-1992 (f) y<ld/p v4d 9 .Trusted&.Verified Pd 1"4‘ **Confidentiality Notice** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the sender immediately and delete this email from your system. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. If you are not the intended recipient you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. ** Social Security/TIN: All parties are hereby notified not to transmit social security or tax identification numbers via this email account. ** Wiring Instructions: If wiring instructions are attached to this email, you are advised to please contact our office to verbally verify the same. 1 , "----- - ;•=c-7' 521 'j . T / ii ..s.F Sc*UTili*Llit ::*110PERTY REC*il.,:'D CARD p-- OWNER STREET 2._(71_=0------- VILLAGE DIST. SUB. LOT -,/ 7 ---- ./("<cei-er7i-- i 4if',47- i<' e_. ,D7 - _FORMER OWNER '` 1 . N E - ACR. ,1_, ,--,. , / , 7. ,47--z.--il (.....6 . JP, , ii,4W. te . i&_ •C-0,ee C e-e: , -3 6 GI 1-V9V2A , f I S W TYPE OF BUILDING EL.- RES. VL. 4 ,, FARM COMM. CB. MICS. Mkt. Value , /6 LAND IMP. TOTAL DATE REMARKS -- . 2- '_76-.ff -,,,..,-- ,....1.. :1'5 ..,...Z;Z e„.5------6 // 7(I // 7 76 6 ' ‘.5----6 6 /2 6 4 / "5- -26/7 1 ,-3 -4....°,-___,7" • ,-. • 47 a-z.) I / " / 7. J 0-6 -_ " - 0. . . 5op ° J /e ? iL214,7— ?7,7? z //at...) c/..,/0_47,7---,,c . 2 77 tiile, /. oar), — ,P--1,ede- kr/4-Aic.C D A,(4, 4-4,//1-c 7 2,- .A. ' A 2,1:? 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III: r9 C-1 P 7.1 la EXISTING DECK , - iiiiic‘-' , F_______ 1.1 .17 , ..1 1 3 y ,. . — — — — — .411 (2) 1-3/4X16-1/2 (+/-) ML \ —1–r i J MIN. (2) 2X10 1 HDR (VIF) I r MIN. (2)19-1/2 ML HDI (VIF) I I (2) 16-1/2"ML (2) 2X10 HDR MIN. (2) 2X10 HDR(VIF) (2) 2X10 HDR ' MIN. (2) 2X10 HDR 1 I. BATH.'" I 1'1 / 'ID ei - 1- • I r , / ::; / u 0 DINING ROOM KITCHEN 1 0001 BATH 0 171 BEDROOM : / .(o 11 ... ' , , ., a ct EX. LIVING ROOM I:7; .--1.--- ' (2) 16-1/2"ML '',', L..---.).<--zi 0 0 0 x , I " 1 .---.d -- (T •••••••••mamma -,7 I 21a< r,..2 _:. 1, .., • , 1 N' 3; ----- -1.______„., —V , r-,Jrn i 0 H -Ili rn li ' :=.•• / FORMER BEDROOM I-- . . P 1 -• /, / 1 1 ,..,4 1 . .,.4 ,•. (,,,_ 1 1 / _,,w me • . g / / 1: \ , I EX. EN .1 I': / 1 EXPA ED II ' ii / / / ck- LIVING ROOM (2) 1-3/4X11-7/8 ML , I. ' , ii • 7r4,2,00/_,4 .,.::23i. e.,,,,.,,. .6.....z47i 2 DRAWN„ , BY: M I, REPLACE EX.WDWS I REPLACE EX.WDW 114 BEDROOM . i ENTRY • 1\N -7511 IN! IN --o.,.... _ ....... 7„,„„ ,,,,/ 3,..0” & 1x\ NN\\NN/ II NI In 0_______ . 0 . BEDROOM REMOVE . , TW2042 DHP31042 TW2042 1W2042 DHP31042 1W2042 , EX.WDW BYEMOVE' , . OF NE 1/9/2016 , . . . .1 0:3_,DEc,, ,-01, . ,• I 1 . . : . 1 1 . • . 0 -f- , ..4 ip SCALE: SEE PLAN I I --. 1, -la- . * 1 • L — _ . -,....___.______; •1\•::::---- . ,i fr ,. ,_.., ..., .1 i.k, EXISTING 1ST. FLOOR PLAN i - SCALE: 1/8"= l'-a' SHEET NO: ,5:...e //,,A6 1ST. FLOOR PLAN SCALE: 1/4" = V-0" . • AE 113NITD11113 RT rill 2 mimiino , [ i lirlill PAsillt --- I " Ammon i'-- - - BLOCK OUT CUT JOISTS M H FOR PLUMBING WORK C r -1 TW3046 AW31 AW31 1W3046 I TW2436 I AW31 Design Services / '. L'A i. I 1.02111 I. gram I I / AtionnorapapanyamrAsirararamerrlyn11..1wArzrArarir I I (2) 1-3/4X -1/2 ML HEADER i_ 1 r_,.. / / / / www.mchdesignservices.com , ,ft , 4'-0" , ....Armi isrArio4 U phone: ...,:._ - - 4 U II \ / LI" (631)298-2250 • 5 p ce (.) 0 I k / BATH , , QD email: zD , LPL I, I ////////_///..//// michael@mchdesignservices.com - < - \ / /_ 0 r',1 Co 1$ (.9 a BEDROOM , it „,.. .1 2 I÷ 2'-o" I r ArAusirArm / >7 Lets 1 1 7\ , . / Co Li.. r-.4 / RM intr. MANAGEMENTER mat ... 2 x , ,--:-, co x ,.., II ,- • , ...40,.... Ai. ... " I, . / -„, •:., ,, , / . „ 1 ‘ 1 - BATH , N.T.S. - FWG8o611R : , cl, 72. / / cz,=. T.e. , (2)1 3/ix9 1/2 ML i-LUSH BEAM / '2) 2X8 HD• ' ROOF AREA: 1516 SQ. FT . (2)1-3/4X9-1/2 ML HEADER / / / . / AT 100% WATER RUNOFF: 254 CU. FT. X. , i .o rn / , NI / = / PROVIDE (2) 8' DIA. X 4' DEEP DRYWELLS / U _ F ,co u ‘r- / 0 rni) 0 / / i0 / / DRYWELLS CAPACITY: 338 CU. FT. 1)- / @T) / / ,All .00 / C":" 0.- / / • o OGEE GUTTER - STANDARD 5" , FAMILY ROOM , u_4 --1 / / / BEDROOM , It "6 7 NOTES. \D -S ' / . <1- DN / x`c) i '4444144,4% ••••• 0 x NI L..1 II / NI 144 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, t v / / / / tsrl , 0°W 2).PREPARATION. = / / . A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. / / 7 B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. / / / / / / C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR / / METALS WITH PROTECTIVE BACKING PAINT. / / / / / / 0 TEMF ERED / / 3.INSTALLATION: ,:...,_4. .(...i.d....(. zll NI 1// .1_,_.4.4,7_,„,.(_4..7._(_(_e_ i ir-///////1 pir//////fl iF-/-,7--"//:-///,/,„,fi AN il, ,,/,„, „ /„ 001 vo," A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. TW3046 TW3046 TW3046 7W3o46 TW3046 TVV3o46 1W3046 1...., F 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2^FOR EVERY 40'OF RUN. 2),SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ''•••-.-. . ACCESSORIES. B).ALUMINUM.RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. < 0 DRY WELLS TO BE 10' MIN. Z I:4 . „...-E.,.„...ix "164i:., b. . 0 jr kill. 00 ° 1 7/ ( AWAY FROM HOUSE 3).CcOoNXECTcr:DoONWvIv\DOWNSPOUTS STORM SEWER SYSTEM AS INDICATED.SEAL 4).PROTECTION, A).PROTECT INSTALLED PRODUCIS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. Liml 4t 0 Immmo imnA • 1,4 E4•4 -- 0 0_a ' . 1). PLATE HEIGHT AT 8'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS .. ..1 UNLESS OTHERWISE NOTED. . 2), EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 1-•4 Z 7).PROVIDE 3-1/2"WIDE SELECT OAK FLOORING OVER 30#FELT < 0 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. OR ROSIN PAPER THROUGHOUT EXCEPT BATHROOMS. 2NID. FLOOR PLAN 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. o cji4s I 1.4 [ _Lt OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO BE MOISURE RESISTANT. USE CEMENT BOARD AT ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHOWERS AND BATHS, SCALE: 1/4" = V-0" MICROLAM HEADERS. Emmi c9\11 ,. • Eo- 9). PROVIDE SMOKE AND CO DETECTORS PER CODE. ksel I I , I ' Fn - 5).ALL EXTERIORROPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 1 ' . • \ APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Cn HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 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DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 400',_ _DEt#, rOA„ C,'=" -1-- DIRECTLY TO THE DECK ALONG EAVES. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE .-i- d. SCALE: 1/4" = l'-0" WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS '` -; 41,.. ' i -f- * s-- - ..,• .DE( P) SHEET NO. . 4), USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ COMPLETE. 5 „'•"L't_.:,:-. . bi 4:12 OR LESS ROOF PITCH USE ICE &WATER BARRIER UNDERLAYMENT. la .12,!•-:7 ti . 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCrIONS. (5) .A. -.;,3k-- --... (<` / - (7 5). ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS USE GALVANIZED (ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT WITH ROOF AND SIDE WALLS (TYPICAL). LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. •-ro prEssoAt'''' USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 4 cr„ 5 • 1 DE 11711111111. 3177r r -i 111111111111111ME d47 I I lirlili I IP.Zill, ----- ""- .... :' ' 4........, M C H Design Services I www.mchdesignservices.com phone: 1 (631) 298-2250 email: I michael@mchdesignservices.com I - I I t _ 1 . I - 1 EXISTING DECK DECK r EX. 2X12 GIRDER w/9" PLATES II EXISTING BASEMENT EX.2X10 GIRDER w/9" PLATES I I j ; 1, ATV\CH 3/8" STEEL PLAIE TO EACH:SIDE OF BIRDER : , , I AITACH 3/8" TEEL PLATE TO CACH SIDE dF GIRDER I -_o \- \\ -„i,o=„L ____7:,,„o : .__,_ :-- -_-20- o I _ _ _ I ' i L : _- == _ . t i ; . 1 1 :• 1 I 4" LALLY COLUMN 1 w/30"X30"X12" 1 I CONC. FTG. ' 1.01-1' ' L El. -.• J 0 1 ) 1 u u i L 0 LT 3 E. Z (t) Lu -63 LU ---- i-- . EXISTING BASEMENT . 6- ,--, I 0 „ 0 0z 0 I 7 UJ r-4 4-- v1 v) oo co in limummil ==, Li .v , < 0 'or•' \-7 I , i 1 . .. .I, • 4 4 • 4 0 qr 4 a 1.3 ' 1(;2X10 I — .• J.& . . ..v .•".07 e. !.;:•,;;_"_,•••_•...!4: r::NI* -...'''..: Z r=4 1 , J I , , @16"0C ' ' 1 , 1 , EXISTING CANTILEVER — . — . (5.1 (:) 1 \ EXISTING CANTILEVER; W 441 41 0 , - 1 7 (2) 2X10 DF#2 :4X4 ACQ POST 1.... . . , , CLOSE OFF OPENING w/8" PC, REINFOCE AND TIE INTO '10"dia. CONC. PIER 14 II , I EXISTING w/#4 REBAR @12"0C AND AT FOOTING (NP)DIVEWAY TO BE FILLED IN 3BELOW GRADE . I 24"X24"X12"CONC. FTG. ' .. ,......_ 1 . . . • I - . P'"1 • . VI CV 5 FOU -DATION PLA ci) . ,..:.:,:i_.........„ _..„, -- - .31------ . li=11—E.---t=== rii....._____il -il ---1.-- Z Z 0 , I SCALE: 1/4" =--r-11:Df-. ' cn 1 110 0 Pi _ Lch I ou i=i '6 1"..... _...z i 5 0 u_ „7-c- A t__,L, i •±- z , \/ / . 00z EXIST. 00 T 7-0-0-7 EX. BEDROOM 0 • 1-3/4X9-1/2 ML C,16"0C - , 0 u, EXIST. /\ la . EX.CJ TO BE REMOVED 0 ce 0 0 III:5.-.., KITCHEN 00 - 00 ' BATH ca . rn H. € .„.u.J EX. DINING ROOM 10± 0-c)- . I.-- EXISTING DECK ilic-'--i rr'N'k -Lii i I II ' , _ IIIlI I \ —///d' II cr\ - (\ r\lammool 1 I MIN. (2) 2X10 MIN. (21 9-1/2 MIN.(2) 2X10 r 1 MIN. (2) 2X10 I 11 I ML HDR(VIF) HDR (VIF) 1 — . — . — . — . — . — - -I HDR (VIF) HDR (VIF) r, (2)1-3/4X16-1/2 (+/-) ML I , . I 1-1 , . . . 't , 0 I [11 11 [ 1 i 1 . . ‘ r -Jil / DINING ROOM , • U 0 01 1.\-) BATH' — BEDROOM KITCHEN • / 0 . . , . .._.1,, `63 F i < EX. LIVING ROOM l''-- 0 0z . . (2) 16-1/2" ML / Z DECK NO ...... ...........-17 / 1,4 .a.....zr.e.m.: / OCZ , 3' 1 1 I th DEN / o 0 \Ail v IJ\ . . 4-J FORMER BEDROOM H II , II L., ,.,- , 01/ •I.r•St=.IL=S i-- II 1 Etill „ rN X ,) EX. 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FLOOR PLAN A e:3 4 SCALE: 1/4" = 1'-0" . _ ADHEINEDDEERTrir . . . ----- , , BLOCK OUT CUT JOISTS FOR PLUMBING WORK M C H r "I TW3046 AW31 AW31 TW3046 I TW2436 I AW31 Design Services 1/ P• 1 i 11=11-----4(11------II11 --11.,,, ,,,,,,///// ///////1/ U---11 ////////// 7,1•1 ir-27-7 1 ; (2) 1-3/4X9-1/2 ML HEADER * % I 4'-0" L J , 1 0 \ / L it- (ID 11tMljtkED . .1.- ..... ...., ... ,...... / / / / / www.mchdesignservices.com phone: (631) 298-2250 _ () I / O u k/ BATH , ce o 1 , email: ;.0 w ce, / I. I michael@mchdesignservices.com :-_- 'a. cz 7) ‘0 w ei , c:1 ,-, 2 ' m 0 , 2'-4'\J. / (.9 0 BEDROOM -, n AdVil I rig 2'-0" 1 / maw" ...7 < en : • Z Lu 16 5-.< t 1 1 7ir ..7, STORM WATER MANAGEMENT LETAILS oo .-. 0 X -t--,i e0 I I / 5-‹ ry X ry "AMOK, 401 2.-0" I . / r-7-1 jam 2'-6" / NM= / // //./ /4 \ / / ___ 1 ‘ BATH Q:) rn N.T.S. R ;-1- F., , _,__,....f . FWG80611R , ! I ..-. I ra 2-6" /7////////////f 4 ' ' / - (271-.3/4X9-7/2 ML ETA/5H BE"AM ' . ROOF AREA: 1516 SQ FT. (2)1-3/4X9-1/2 ML HEADER 2) 2X8 HD / AT 100% WATER RUNOFF: 254 CU. FT. k / / = .c, ..t. / • / PROVIDE (2) 8' DIA X 4' DEEP DRYWELLS / 0 = .c, L.) / 0 / 0 / .o / r9 / DRYWELLS CAPACITY: 338 CU. FT. '- / '@:3 / / ..., / 0 / 0 , / ry LI / u / 1111YPIPI:0/ 1%44414%%44441 ••••• NOTES: 1) EXECUTION: OGEE GUTTER - STANDARD 5" FAMILY ROOM BEDROOM A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. / 2).PREPARATION: v0 -'-'. V- r9) . x E .-] = ,-, 6- rsi -J 3 a5 . DN / / / / / / / / / / x / / / / / / till / / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION / / B) PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR / / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ' / / / / / / C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR / / / 1110 METALS WITH PROTECTIVE BACKING 0 PAINT. / / / tosi . / / 4,.., / TEMTERED / / N ,3.INSTALLATION: / . PI . 11/////'././g _H,/,/////fl II ///////////////J) in iv/////,./.,,, ,,,/ ...... A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. F1). TW3046 1W3046 1W3046 TW3046 TW3046 1W3046 TW3046 1 .. 1". 1 GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. - a).COPPER/LEAD.FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES.M' B) ALUMINURIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. < 0 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. Z P4 Vire b DRY WELLS TO BE 10' MIN. ......,\ . AWAY FROM HOUSE 4).PROTECTION: L11 14 0 kr-----6 i. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL Imim0 imilmmi ' . \--'0 ° ' fi COMPLETION. 14 r4i '. 00 0 . o . • _ - 1).PLATE OTHERWISE I GHTNAOTTE8'-DO.''. 6).BATHROOMS HMR OU OL LI ARESTOTOBE BEmoIPROVIDEDsuR ERESISTANT.WI T H 2 u-s2XE CD Ell SNTTU BDOPAOR POSTS SAT ....1 a) w UNLESS OTHERWISE NOTED. 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 5 44 z 7). PROVIDE 3-1/2"WIDE SELECT OAK FLOORING OVER 30#FELT 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. OR ROSIN PAPER THROUGHOUT EXCEPT BATHROOMS. 0 a) [ . , , 2ND. FLOOR PLAN 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. ci? I 1.4 -_z ON EACH SIDE OF OPENING, PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHOWERS AND BATHS, CD Z 2 , SCALE: 1/4" = 1'-0" MICROLAM HEADERS. 0\ -6? 9). PROVIDE SMOKE AND CO DETECTORS PER CODE. tJr1 E'l CNI , . j 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE cr) 5 . i APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING, • 0 V I 1 1 . Cr) . 1 I , 0 oe 1 inz i (-.1i 1! I 'Immo, 12 . , I I , ar 0 Cs , „ •• i r, 1 I I II II , III II I II II a ammo 1 1 1 , 1 . 1 I , .. .,,i 1 I , r , . , . , , „ „ I I a , e e e I , • e°/ e ' e,' • i e* i e, I 1-3/4X11-7/8 ML RIDGE , . ., cc ce (-! t, 12 L6 EiV 0 R ,-.1 . . ,... ,. ,_, 7,__________________________________________________7 _, z., II II '617) I I ti i' rn- I II I - DRAWN BY: MH II , , \ 12 'S I 1 .2X8 RR Ca16"&„, 0 1 ' I 1/9/2016 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 5). ICE &WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS litfP‘:DEE:jb,p, WITH ROOF AND SIDE WALLS (TYPICAL). /rod,7 ROOF PLAN SCALE: SEE PLAN 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. . * .' ' i ! ft. t- 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP DAMP PLYWOOD!!! SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. r- --, - . --.?$..,c.,.. 1 .7- •e.• 3 DIRECTLY TO THE DECK ALONG EAVES. UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SCALE: 1/4" = l'-0" WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS - P . . ''- -- (3 SHEET NO. e. 0 . 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ COMPLETE. 0 • 0 ..0,0 4:12 OR LESS ROOF PITCH USE ICE &WATER BARRIER UNDERLAYMENT. ''°FESSOs 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 5), ICE &WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT WITH ROOF AND SIDE WALLS (TYPICAL). LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 1040.001 ADRERTEDDEE7mrir `4IC- I APPROVED AS NOTEDo= i ' L DATE.' B.P.# (1 tell --k al FES 2�BY' �A mitehmi. — M C H NC''' '.' BUILDING DEPARTMENT AT 765. t '12 8 AM TO 4 PM FOR THE i rI FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED Design Services FOR POURED CONCRETE k6.'g 's' 2. ROUGH - FRAMING & PLUMBING _ ' i _ _ _ — 3. INSULATION Cwww.mchdesignservices.com 1-" r� a. — — — — — — — — — — — — — — — _ — 4. F',!AL - CONSTRUCTION MUST phone: 'r,�in. — — — - BE COMPLETE FOR C.O. — — — — — — — — ALL CONSTRUCTION SHALL MEET THE (631)298-2250 _ _— _ _ — _ — — _ — — _ _ — _ — — _ _ REQUIREMENTS CONSTRUCTION uFTHE CODES email: ' YORK STATE. NOT RESPONSIBLE FOR —— — _ _ — — — -- -- — --- —— — — — —— — —— — _ — — michael@mchdesignservices.com _ — — ----= _._ — — — _A _ — --- — _ DESIGN OR CONSTRUCTION ERRORS. w — — — — — — — — — — _ — — — — — — — _— — — - , — A. _ — — _ _ — s — — — — m _ __ — _ _ —a — _ — �_ — _ _ = — —= _ _ — --.. — T — ---- — — — _ ® PLUMBER CERTIFICATION — — — — — _ —_- -- CO;,..',;�`i ' ','I ',�H ALL CODFS OF t PN LEAD CONTENT CERTIFICATION TBEF ORE - - _ - _ T_ -_ _ - T - _ - - - _ _ - _ -_ _ - NEW YORK STATE & TOWN CODES G _RTIFICATE OF OCCUPANCY -_ - - - - - - AS REQUIRED AND CONDITIONS OF SOLDER USED 1N WATER _ — — — — — — — - — — — — — — — _ — — — — — — — — — — S'E) TF`CfiC" "v'ZEA SUPPLY SYSTEM"CANNOT i :. �■ um= m��'�m.�.� ■■I■■1■ ����• i■ ���. ■1 ..�mmm ■am= ........�...�".� EXCEED 2710 OF 1%LEAD. 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EN W \ MIS i /1:::L, y 1- I EXPA DED I " " (2)1 3/4X11-7/B ML " ` LIVING ROOM REPLACE EX.WDWS REPLACE EX.WDW BEDROOM BEDROOM DRAWN BY: MH ENTRY TW2042 DHP31042 1W2042 n REMOVE TW2042 DHP31042 TW2042 y' jj EX.WDW ovwwE I 8'-O" , 15'-11 /4" 15'-11/411 4=.,.,4=,-,,, i I um,w il RI 8/30/2015 3 3 8'-0" i 1 i I u1 n1 , I I It-� or Ne SCALE: SEE PLAN T mak.= •, �co5 DEF,P •'p EXISTING 1ST. FLOOR PLAN #- ".10 ; fr SCALE: 1/8 - 1'-o" `: '1 * SHEET N O: W 0 0 r$ 2 U 07,5 RC1 I 1ST. FLOOR PLAN ' ,., ., .4 SCALE: 1/4" = 1'-0" m, ©© liiiiiiiiil / aia 4 L RI.1.11 / 7'-11'/2'1 ��'! ' 1111 :: .giiiiiil � - 10'-3/" dr 2'-5" 5'-9/" 5'-10/" 11'-11/ 1 7'-11" di, 2'-10" /\ -10'/z" M r 1 f )I TW3046 AW31 AW31 TW3046 TW2436 AW31 Design Services \ N 3'!, RAIL we iiiiiii/r, I_I U'I !+.IIIIIIIIIIIII��.I , , . .. , Im p I(2)1-3/4X9-1/2 ML HEADER>0 - ry - l LMPtRED ir /fir, F`' • www.mchdesignservices.com �D VVii�l 4'o" I phone: _ .. 61-71/2" 4 ,i- 631 298-2250 ' 0 I I k °r BATHVgs- ` t 3'-6 ;' 1`'2" N ,3'., �, 31-211 r% ,. O mchael@mchdesignservices.com LL I 1 I 2'-4'\I •2 0" I ,i ,,,,;,, ,.;= p II Ln2 / + O x I I ; _I �+• ver,ami Lviiii y PA f „ ,,,,,,. ,. ,: vsens ° NDELS Oo ,-. v 2'6° om_..,,,I 0 `` WATER ' �� ., / b BATH NN.T.S. 71 N ..'''' 0 FWG8O611R, N , , ,1 I (2j 1-3/4X9-/211 ML FLUSH BEAM 2) 2X8 HD /////%/////�J b �+=)�////%/��%/ ROOF AREA: 1516 SQ FT. N (2)1-3/4X9-1/2 ML HEADER 23'-2” 19'-113//11 1 n inN // 1311// AT 100% WATER RUNOFF: 254 CU. FT. - 1 PROVIDE (2) 8' DIA, X 4' DEEP DRYWELLS1/40 v o o a DRYWELLS CAPACITY: 338 CU, FT. e OGEE GUTTER - STANDARD 5" IN FAMILY ROOM LL BEDROOM c 0 NOTES - D N x N o0 •••••,,2,„,-'"000e.4144*.co" O N W N O 1) EXECUTION: 1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O / `1/ 1 - _ _ / 2).PREPARATION, ,-� N • A) CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION 9 / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ; ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C), PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR /�� METALS WITH PROTECTIVE BACKING PAINT /\`//1otikl0i, , , TEMFERED 7� , ' 3INSTALLATION: \ \ , , , I I1•fl I , , . I , , • , ; Ia 1; /,/,, ' l 11 ,,,. , /i,, ,„ , , ,LI 'TNI �I ' i " . . , .,\,'/,,A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. \ \ �r 1).GUI!ER TO BE PITCHED TOWARDS LEADER 1"TO 2”FOR EVERY 40'OF RIJN. TW3046 1W3046 TW3046 TW3046 TW3046 TW3046 TW3046 2) SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. • `}.�In11 a) COPPER/LEAD.FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 81-0" 101-214" 51-9'/z" 5'-9'/2" q ' ' " 8'-O" ACCESSORIES. / � 1 1 O-2/a B) ALUMINIUM RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT „ < O CONNECTORS. _ 3),CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL / 47'-11'/2" �+ CONNECTION WATERTIGHT. c ":��n, � DRY WELLS TO BE 10' MIN. • AWAY FROM HOUSE 4).PROTECTION , , _ aL Z W O 1 A) PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECTLL1 4t 001 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL w ` ;®00 0 �� COMPLETION '.....1 • ® o F ..., I--I 1). PLATE HEIGHT AT 8'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS /Q 44 UNLESS OTHERWISE NOTED. Q w 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. H , Z 7). PROVIDE 3-1/2"WIDE SELECT OAK FLOORING OVER 30#FELT P 'l ^ 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. OR ROSIN PAPER THROUGHOUT EXCEPT BATHROOMS. v 2ND. FLOOR PLAN 4). PROVIDE NOTED.ALL OVER 3ERS OVER ALL P OTHERWISEENINGS UNLESS FT TO HAVE 2 JACK STUDS 8).BATHROOMS TO BE ALL WALLS AND IMO LINGS SURTGE RESISTBE OANT..USE EMENT BOARDVIDED WITH 1/2" SHEET AT 0 a " i ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHOWERS AND BATHS. [� 0 ____ SCALE: 1/4" = 1''011 MICROLAM HEADERS. ^ 01 x , . .---------------------- N co 9). PROVIDE SMOKE AND CO DETECTORS PER CODE. /1\ 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE V j �,w APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Z O V) ez cz N a O 12 `- 1 ° 1 8y ♦ • • 1 t-,1 1 ; 1 11 11 1 I f 1 1 1 : 1 11 11 _� 1 1 • a ± N • t • i • I , laI • • • • I • Cr 1-3/4X11-7/8 ML RIDGE ♦ / /// r Li 5 W „'.. ,., ‘ CZ CZ N LL p 12 r O 8� (•,------.7/; N d r0 11 II 11 II 6 �' II II M DRAWN BY: MH ; ; 12 1 •1 EIV E2 .2X8 RR 0,16"6G o 8/30/2015 1). INSTALL 2X6 DF#2 COLLAR TIES AT48"O.C.. 5). ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS Ws' E OF Nfl, WITH ROOF AND SIDE WALLS (TYPICAL). P ,} DEF SCALE: SEE PLAN 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. * �- N 'Q- 'P ROOFPLAN 6) DO NOT INSTALL UNDERLAYMENTON WET/DAMP PLYWOOD!!! SHEATHING'v 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. n !.' - d * DIRECTLY TO THE DECK ALONG EAVES. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Pi : . - cr SCALE: 1/4" = 1c'0�� WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ,L °; I SHEET N0.• 4).USE 3O#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ COMPLETE. p �' 412 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. As , • -Cr-��� 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. OFtSStON' " 5). ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS USE GALVANIZED (ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT I WITH ROOF AND SIDE WALLS (TYPICAL), LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 0 4" riBUILD UP CHIMNEY I 1 •i 1 • / 4° l ' ' / ` / ( 4„ PER CODE 1-3 r--I �4111111i '/�I11C/ E \ � ) / ("k. p/ E A� • ) I / E o . — -- . - — � �:��; L 1 VERIFY EX.CONDITIONS .- ■ l / I J ■■I :: 1 I ' I i 1-314X11-7/8 �i � ��` �I �\ ' ' ' ML RIDGE FN �!'�'■'�:■1�n / I ( I l � I I ( I ,7if iiI-I II l �� 1 / '� �1 1 Services II I I 1 \ 1 ( ( I #10 STAINLESS STEEL I ( I I ( I I ' I 12 OR GALVANIZED • I I • ( R - --- 8 • Q• I �1l �t wAws�es SCREWS soc� I ( 1 0 4 I I I J' "l' `! ___ 2X6 COLLAR TIE @48"OC _- I I I I 1 I I I oo www.mchdesignservices.com l ( )r,, I I ' ( I12"D.G. 12" I ) 1)1 1� virlMe2:Design ` ) l l • 1 I ' oFti� 98-2250 • I 1 ` 1 1 1 1 ' ` 1' I " 1 1 t ' t e I �O email: i ' 1 ' QML B4EAM michael@mchdesignservices.com i 1/2 APA RATED SHEATHING / I 11 IfI ' RADEPLYVJ00D ) ' 1 1j { y` I I � I ) I / / (ALTERNATNNE:7/16"0.5.8.) • / I / / } i I ( / O ` __ J --- I I �j I I / I _ 2X8 DF#2 C @16"OC 2X8 DF#2 C @16"OC ' J( 1/2"APA RATED SHEATHING - (1 O I I 1 I ' I I j O 1 I ' I GRADE PLYWOOD J ) ) I ' (ALTERNATNNE:7/16"O.S.B.) �•j i:51:i''lliiiillii l 1 II f ( 1 / ( I / 1 1 / I i 1 #10 STAINLESS STEEL I ( I I lI ( I 4 I I 1 1!I I co I o OR GALVANIZED W/ I I 1 ` 'I ®I / r - I+ Il e WOOD SCREWS W \1 I / WASHIERS©12"O.C. 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I ' ,s OF EX.GIRDER ,s 1....m.. � I I � I I ( I I ( i::: ,, • / ( �' 1 / I I •• ( �/ EXISTING 0 2X4 DF#2 i I 11 I l ( ( i I 1 I II I 1 .. z STUDS—� ' ` .� .- cl I I .f / .o/ 1 • I I I a O ( l 1f11l.rrltr.l WI Inti I I Rj �� . . . #10 STAINLESS STEEL �•' OR GALVANIZED e'. •_• . •.• • .. •.• ._• .. •.• . • •. • .. •. ♦ .. •. .1'.. Irl ( ( ( LL WOOD SCREWS W/ 1,... A . e• immil I I i I I I 11)1, cp ( i I I I I WASHERS 12"O.C. 'b• p f •.d 0 I•; b• MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL < C#,Immi P' 4 OR GALVINIZED BOLTS W/WASHERS `vJ• AND NUTS @ 2'-0"0.C. n A SECTION A-A 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1:'151 0 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SCALE: 1/4" = 1'-0" W c) x WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" f ( 1 ti. 1 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL I--� CONSTRUCTION CODE).THIS IS NOT A SUBS I 1 I UTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Z 4 ci) HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. /� d I I I I I ( I I t I { ( l 2X10 DF#2 RR @16"OC REScheck Software Version 4.6.2 Compliance Certificate a 1 1 �as�snsts _ _ _ a /, 2X8 DF#2 CJ @16"OC � \ ti 1 la 0 3"0 ROOF VENT Project Energy Code: 2009 IECC I Location: Suffolk County.New York - Q 0 3 Construction Type: Single-family t 11/20 11/4, 11/4 .11/2 1114 Project Type: Addition Co Nom= Climeee Zone: 4 (5999 HOD) RAIL O — W C 0. Permit Qnbc SHOWER SHO ER Perna Number. OR BATH FL. :ATH o SCUPPER r-L in Construction Site:. Ownen`Age•rt: Designer/Contractor. (TYP) WALL TO INTERSECTING_ re KL7PtSr-OIUU4Ftp r - ROOF(TYPICAL) 3/4"SUBFLOOR OVER 9-1/2f1230 C16"OC _ \ 30 .,3 01 1!4 290 K4KE DRIVE / ) I — 1 llao 20 2 �VTUOt13'NY u ' l 1-3/4X9-1/2 ML @16"OC I I N c.o.1 /� I C.O. lam_ 3 1 EX Q TO REMAIN . _ _ £ 5/4"DECKING OVER l i (EXCEPT WHERE NOTED) \ Corrot'ance: 1.e46 Better Than code Paxlmurn Ws: 221 Yttt Va.: 217 • 2X ACQTAPERED SLEEPERS I The K a Bean...war*41,4"code nrirr N irn:.how c.....w wwwsww ea kw....iii roar an dr b.aY-dF nin. (PITCH TO SCUPPER) I It ones NCR rrouid.an*rams*of wimpy Lime or mat mirth.*W W.naiairmer.oad.home. EPDM,FLASHED 3/4"TGG EXT.SHTG. 1 1/4 1 1/2• 1 1/4• 01 1/2 •1 1/4 Envelope Assemblies I _- 11/4s 11/40 0 I O ® W.0 LAV. LAV. W.C. LAV. '=,� i, f 6 S C^ I a i t D.W. I 3" .M e � � SHOWER e � SHONER —�I _ - , _.........,........ __- _.,..,.._.....-......�.� OR ATHHI AOR BATH F.A.I. Wall 1:Wood Frere.15'o.c. 1.198 3.3.0 10.0 ©.1792 71 Window i:Wood Frame:0avble Pone with Low-E 192 0.320 G1 20 30 1 1/40 02 IT.-dow 2:Wood Frame:Double Pane with Law-E 21 0.300 6 C.O.I 1 1/4 20 03 01 114 —i1 C.O. Door 1:Olen 109 0.320 35 Wi - — 3' _ _ _ 3 Ceil;ng l:FlstCelingorScissor Truss 1.263 30.0 10.0 0.035 44 I EXISTING anIs tvvszituiszSIPSzIz M SIS0SPSI ComplienceStatement: The proposed building design described here is consistent with the building plans,speciificeetions.end other I I EXISTING FLOOR SYSTEM calculations submitted with the permit application.The proposed building has been designed to meet the 2009 PSCC requirements in — - - — PEScheck Version 4.6.2 end to comply with the mandatory requirements listed in the REScheck Inspection Checltclist. ; DRAWN BY: MH 11 4 ':. v ATO APROVED Nsme-Tree ;gnee it:.Vete - HOUSE SLOPE" 1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM : EXISTING 8/30/2015 e IA PLUMBING SCHEMATIC4.•.6 *?FD::Nit— �'"O� SCALE: SEE PLAN :'v �' r- �' .`. . . s N.T.S. Cc . ; 1 SHEET NO: 1:.¢1• _ '�z cz .off .7, (� Project Tithe: Report date: 08/30115 O'��SSIO Q\. Data filename:C:UJsersAMichae^.DocumentsLREScheck\G)U?.IANO.rck Page 1 of 1 SECTION B-B SCALE: 1/411 = 1l_011 • c=3 ,•.:. .,./0 .' f ,tw' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 12: i1:.1 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 1k111 ' 416, .... M C H 11 KING STUDSliii a. e 1p ENDWALL ' RAFTER WALL STUD vvww.mchdesignservices.com CRIPPLE STUD 1117 BOTTOM PLATE �0/ ��6 phone: RIDGE ll ! �`� �` (631)298-2250 LEDGER1/0 10% BATHTUB 1/ HEADER DOUBLE JOIST email:�I i ( fi michael mchdesi nservices.com SIDEWALL 111 ' ' @ g \ II RAFTER / JACK STUDS 0 ' ` FLOOR USP NUMBER DESCRIPTION APPLICATION 1111 '' HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ' II 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 HOLD DOWN BOTH BOT. PLATE F 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER!LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD ►_ c THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP ►r'�� � � � LOCATED BY CONTRACTOR � � ` . CRICKET AT TOP-SIDE OF k VENTILATION CHANNEL RIM BOARD • o CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) • WALL SHEATHING , RAFTERS MAINTAIN /%1 , VENTILATION WOOD JOIST 0SIDEWALL FLASHING ,,,FOUNDATION TOP PLATE , � BLOCKING /_ Q s 'J ' \ BLOCKING_ _ _ _ $ 2x4 LEDGER I/ FINISH WALL AND MOISTURE \ �I���h,__. ,� � � � I) STAPPING TO BE ATTACHED TO WALL STUDS @48 OC \ BARRIER TO LAP FLASHING ,` \� 2x4 SOFFIT JOIST ' ti/ > AT I ATTIC SHALL BE PROVIDED WITH A FASCIA ' AND ALL WINDOW/DOOR OPENING JACK STUDS BETWAEEN WALL IFI ISH ANDMINIMUM NET FREE VENTILATING AREA ' � II �I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION , . ROOFING TO AVOID SOAKING WALL STUD 4'.'l NOT LESS THAN 1/150 OF THE AREA OF �( —II GUTTER WOOD GIRDER '�� ' " INSTALL 4'0"O.C. / ' �. THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT q ' I'4 -8 LSTA24 1-1/4x24 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- 1 O ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH 1 CONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION, SOFFITED EAVE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDSAND SO AS TO MAINTAIN AIR CONNECT TO }---- ON ALL OPENINGS „' GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / �. ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS , / 8"- 12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL < 0 ON ALL OPENINGS KEEP ROOFING NAILS OUT ' OF FLASHING CZ Z 2ND. FLOOR WALL , ROOFING LAPS BASE w • 0.1 FLASHING 4 INCHES O \ la •7 I 7 I 7• ,7 BASE FLASHING WRAPS CORNERS, RAFTER .1 RIDGE CAP OF SAME FING ' SI ES EXTEND4 INCHES AND LAS UNDER PSS AT NAILEDMATERTO SHEATHING AL AS 4 A W • SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT R w ' WOOD JOIST I V') O A TOP PLATE e / ' ISN ' GIRDER/HEADER -' _, -•� SIDE WALL FLAS INC- WOOD JOIST '���► _ .1 N ll i 44 0 w 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4g"OC II V' AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD \ 411 �� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS // Z ZO INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND Cfl 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF TO ALLOW FOR SHRINKAGE. t REDUCE BUMP OUTS F- -commitsPLATES TO EACH STUD 1,--- DBL. SILL PLATE < CI TERMITE SHIELD `'; I Y SUBFLOOR SILL GASKET 1NE WOOD JOISTS iiiicu- --" r TVP. CONC. FOUNDATION A \ CONC. SLAB � / GASKET -' `, i 7- 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY - �i, `‘ I BOLTED TO STEEL BEAM WITH V - GRANULAR FILL • EMIL POLY ON EXTERIOR `, i 1/2 " DIA. BOLTS 9 45" 0.C. STAG. A v n \ STEEL COLUMN _ A a q q o D o " C ROOF JACK Ili \`, ' .'� STEEL BEAM pv CONC. SLAB i L, . .5'�`:•,Cti 4 Privi`3 k`o I I , \ ` " 14111/11,' f'�lr.Pti•�. y��� I •.�O COMPACT FILL .416,,•s' _ '•S•s ;. f oo•' , ` 4" x 1/4" x 8 STEEL Q v _ _ ' o ` ROOFING LAPS ‘ TOP AND BOTTOM PLATE KEYWAY FOOTING o v A q ;,� / - 1, FLASHING AT , WITH 1/2" x 6" ANCHOR BOLT I-- d A /� CONC. FTG. ► 'A Q p . G o" USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 0 4_.0•... , ;;; ,, ^ . a . ANCHOR BOLT CONNECTION 1/2" GROUT (USP LBPS58 OR BP583) `'S 3" STEEL COLUMN s L. REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA.ANCHOR BOLT I I I l 10 KIPS DRAIN TILE _4o, • v • r SUPPORTING MAXIMUM SPACING FLASHING LAPS I I SILL PLATE TO FOUNDATION ROOFING AT BOTTOM `-,--'- (CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OC STEEL / BOTTOM fBEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC (SLAB-ON-GRADE) ROOF JACKS 4 VENTS DETAIL CONC. SLAB I I/ DOOR2 FRAME y SUBFLOOR 6X6 10/10 WWM i DOORGE___I 1 0 1 1JOIST COMPACT FILL FOR BLOCKOUT ... STEEL BEAM DRAWN BY: MH 4" SLAB :� I P.T. PLATE isK4prow. �\. W/ 6X6 WMM (� � � SLOPE ` ' 1/2"AIR SPACE "p v° A'' V ° DRIVEWAY— . NOTCH JOIST AND ADJUST HEIGHT 8/30/2015 ^,, -1 I/21 (WITH A NAILING PLATE IF NEEDED) AT END AND >a �A A ° o' ° ° ' ' ' TO BE APROX. 1/2" OR HIGHER THAN ..��..�� .��o A A •a ° ,--�� • STEEL BEAM TO ALLOW FOR SHRINKAGE 1 Fu SCALE SEE PLAN c-C=�L� IDES OF WOOD i�`�' ��, `:* , A • v �••_ ro'°. E •F N GRADE ''_ " e. ��� -�� « < BEAMS rii -I. . r A n �- �;; 'A 2! A. `1.,;-•L•L�•�}yg:+u: 4 4 4 D 'e �° A ° . �����r��Q,,. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) P S�' �EF,Q O %4`q' art 6X6 W.W.M. a A ►_� _iii — MIN. :+ 'o D o D �l d'. -'^ Q'a Q'a /.'/ .o �� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I A , 4 A o )D ' SUB ` �' ,P�'�, a.y • �� q `' : ' REINFORCING BAR - A _ l NOTCH EQUALS 1/4 DEPTH OF BEAM –IoZ `"'1. R . Cr 41 SHEET N O 'N - •.'' �' ' . D s REINFORCING BAR A a A , Il—Il I DRAIN TILE I� ►I ° — ° o = 12" m SHEET METAL/30# FELT UNDER BEAM AT POINT `� ° �� ����� °�� ���� STEEL JOIS '� `_~ i _ OF CONTACT WITH CONCRETE OR CONC. BLOCK – I rr_ .- ,.� 00'2 ° Jr TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° '„.41‹...„....„.„,...,, 3„ SHIMS TO LEVEL BEAM ><,-411PLATE (BOL4.T''!::• � REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3” MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUT A,.1,, . . SEAM POCKET NAILING SCHEDULE PLAN CONTENTS: r._....GENERAL NOTESWIND FRAMING NOTES � ..I� : ._] ROOF FRAMING: oc u A cY AssF ► �'•:• !°! � '�° 1). RIDGE-TO-RAFTER ASSEMBLY: C P N CL ► ICAT ON ���, ------.----s-r----------s- •�•-- ------ - --ti b 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACINGM C H CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT Design Service S TOP PLATE 10' WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be inTOE-NAIL - for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE' 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CURRENT SBC HIGH WIND EDITION, www.mchdesignservices.com construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL WOOD FRAME CONSTRUCTION MANUAL phone: shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES (631) 298-2250 sound and a weatherproof completed product. p CEILING JOIST LAPS AS PER 'TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 email: 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER 'TABLE 3.4 EACH FACE DECKS 40 michael@mchdesignservices.com These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ gd COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SF.: 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d1 COMMON 16" O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).y TYPE t EXTERIOR SHEARWALL et CONNECTIONS: BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAILVI length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST,2 - 16d COMMON FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING : SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDSFFLOO D Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - en...., 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 8d COMMON 4 - JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS.PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER . Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O BLOCKING EACH TOE SHEATHING LOCATION NOTES 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 3.5. be installed with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST 04 z END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabsBLOCKING TO: EACH TOE @ @ SEE NOTES: 1 ( BOTH FIELDS) 0 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON 6 O.0 8d COMMON 12 O.C. NOTE: 2 FOR PANEL FIELD W 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL H r- along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 F""� 1.4 1--1 5. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAILf 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES Q W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 1......1 W Z 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END ^ 0 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, I BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored E.,VI? 4.1 N Z 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �� FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting irders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" longanchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 0 g AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS. O 2). Unless otherwise noted, all framingand structural wood material to be #2 + BTR. WIFCM - SBC Douglas Fir. 4). Deck joists to have blockingat 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD ~! where needed. GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fi WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES a openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURALgd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3O.C. EDGE All water supply, draina a and ventingto be installed asper N.Y.S. Residential PLYWOOD 6"' O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub�a• g G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless notgdonstruction Code. GYPSUM 5d COOLERS 7 O.C. EDGE on plans. WALLBOARD 10" O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8)• Provide insulation baffles at Lave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6 O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES . 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TR►PPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls an ontractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher DRAWN BY: MH ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. 8/30/2015 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members the tabulated number of nails shall bepermitted YP 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, of NES SCALE: SEE PLAN to be reduced to1 - 16d nail per foot. drop ceilings and cove ceilings. 11111r ' �' DEF o13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. " �is:1 %3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces z "(.1" '-3 * under stairs shall comply with N.Y.S. Residential Code. N b- ....:y L, SHEET N O. �O 2 yr =tv 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ApoFEssa °r G flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. A .4160j4.7' CI":