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HomeMy WebLinkAbout39861-Z -�~ TOWN OF SOUTHOLD �gUFFot44i • BUILDING DEPARTMENT TOWN CLERK'S OFFICE ioy�o *11 l ya� , SOUTHOLD, NY o �, 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#: 39861 Date: 6/10/2015 Permission is hereby granted to: Cardinale , Alan & Cardinale, Rene Route 25 PO BOX 77 Mattituck, NY 11952 To: Construction of a new single fami- dwelli as ap lie for per SCHD approval. At premises located at: 4365 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-9-6.2 Pursuant to application dated 6/4/2015 and approved by the Building Inspector. To expire on 12/9/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,224.80 CO -NEW DWELLING $50.00 idp .tal: $2,274.80 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. G-3-2o I New Construction: X Old or Pre-existing Building: (check one) Location of Property: 0 G V c,u- 9 v� 1Z( , C c -c,L 0 House No. Street 1 J Hamlet Owner or Owners of Property: A 1 Cc-c-8‘ ,n Lk 2 Suffolk County Tax Map No 1000, Section 1// Block g Lot 4 I-- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: d 41() - 1+-(00-r Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 7Z...61_,Za. Applicant Signature //) J• TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL • , ,�;;r„ f; ;;;Board ofHealth SOUTHOLD, NY 11971 4,sets of Building Plans , TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 q 8'G )� Survey, ,r ;, SoutholdTown.NorthFork.net - PERMIT NO.�� Check , ,7,:. ,tt, ,nibii, ., a, ,i:Septic,Form • , , j'}� N.Y.S.D.E.C. , Trustees - C.O.Application \' r' Flood Permit , ' • Examined , 20, ,_ ,,, r.; . Single&Separate -' ;1".)1 t") ;•lic,1. r' __ " '''St'o"rin-Water=AssessinentForm //0 I��— . -- -_ - -_ -Contact:Approved ,2Q Mail to: Iln 1(AA r2 I HC•►r1,tri . . + ,. ,.Disapproved ac c?Co 12S6r M,--.-,-1-,xic N-i 11..5Z ,it - 1 !:,.>'1 , , Phone:G- 1:-965- /99=7 Expiration ,20 - --- - - / ,'' I, +� (cls,c PI 0 M C� C✓FSl fn S2J11 lc2ly ,i• l �r J ;,; ;; •i£ nspector -, i '!ft ��� p 4 2O 5 �,�'.PPLICATION FOR BUILDING•PERMIT•;: . •, • • , • ,• ' .r,',- _ Date �"3 , 20 7 " T . ,INSTRUCTIONS ` a. This application MUST be completely filled in-by,typewriter or in inlc and submitted to the Building Inspector with,4 sets of plans,-accurate plot plan to scale.Fee accoiding 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 applicatiori,"tlie fiiiilding Inspecto 'r`twi i i' ssue'a'Building'Perinitto`the'applicant: Such'a permit shall be kept on the premises available for inspection throughout the work. ,, ` ., ; . e.No building shall'be occupied'or"•use'd'in whole Orin par't-for`anypurpose 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-1.2 months after the date of:" •' issuance or has not been completed'within 18 months from such date/If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of-the permit for,an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE,to.theBuilding D,epartment.for,the issxuance,of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,-Su ffolk-Cgunty,,NewiYozk,and ogtlrer applicable Laws,Ordinances or , , Regulations, for the construction of buildings,additions,or alterations or foj removal or demolition as,herein described. The applicant agrees to comply with all applicable laws,ordinances,building;code,housing code,'and regulations; and t dmit• authorized inspectors on premises and in building for necessary inspections. , , • : S,' - ,,.-- ',.-i! ' '.. :"' I , ':'1 ,_, -, , . (Signature of applicant or name,if a corporation) t , i ) • , ' , , -. 'c-l%tc�e l 'Pc:,-;,c1 , , , ?o 12; 0 04,-).0c.)(.' • • .S . ,,. -(�Mailing'address of applicant)' • State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises A I C cr-c1 , ,'.e . (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. • • , •, - • t i,,,, • , •, • , - • •• , • Electricians License No. , _• • -. • - ,, • , 4' , Other Trade's License No. ,- ,, ,;" ' • • 1. Location ofta_ad on which proposed work will be done: 1431,e) 0 t,5 s?..t., 6?-)-- CL-el_ CL.)-1-C-H J A House Number Street ;m.wite. -,A,;Hamlet County Tax Map No. 1000 Section 1( f Bid60prcik'F.' s.ts' Lot 6 ' 2- hi ,--,- <G•:+t,i,-,!rtrI!.e ir,ti t.' Subdivision Filed Map No. Lot #g 1 2. State existing use and,occupancrof premises and itended use and occupancy of proposed construction: a. Existing use and'o'ccupancy iv e b. Intended use and_occuparicy S i 1-e Fc.../•A• ,�4'jf/fa �P �c'P^CQ • 3. Nature of work(check which'applicable):New Building X Addition _ Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost .BUD-Oo p; ,r — 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. 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 Number of Stories -.--": .... d ,-{Rear'.--1_ •, , 8. Dimensions of entire new constructions`:Front ' ^ ?,=i " l '-r f Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase " - ' Name Of Fortner—Owner` ' s' ' '�• J ^. 11. Zone'or use'di,strict'in which premises are'situated'`' r � c)- 'fiT � �,r,, 1 : '� l` ' ':V)")i,,^,- ,d Iei,i I' ri •fill ( :,, 12. Does proposed construction,violate any;zoning_law,,ordiriance or cegu•l;ation?1YES` NO 13. Will lot,be re-graded? YES . ;NO, x,,Will.excesslftllrbe;removed from..premises?YES/u NO 14.Names of Owner.of,premises. .1 -Address ;,2 t;£;, l= j„*., Ehone No. Name.Of Architect J I n, ,,s720.F.IcoX:'= '. : Address 25 -i.1 l 4:,Y -i''' 'Phone,No Name of Contractor ' '1, ' . ' Address`' r t• " , Phone'No.' 15 a. Is this property Within'-106 feet of•a-tidal-wetlatiddi a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN"TRUSTEES &''D E:C:PERMITS 1VIAY REQUIRED. b. Is this prope`r'ty'within'300 feet bf'a tidal wetland?.*`YES rNO * IF YES, D.E.C. PERMITS MAY BE'RE(fiUIRED 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) CSC 2 Nt /1� - being duly sworn, deposes and-says-that(s)he is the applicant (Name of individual signing contract)'above named, (S)He is the A C�Q/'�'" __._ _ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the,said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be: performed in the manner set forth in the application filed therewith. or to before me this ; day of 2d-, PC:5(AI\ D.BUNCH Notary Public Notary Public,State of New York Signature o ;eat • No.01 BUS185050 `' - Qualified in Suffolk County cmi 1 Commission Expires April 14, ,if OFOLit . CO ' Town Hall Annex t .j:... Telephone(631-1802 .-7-, :y,...' '\ 54375 Main Road Fax(631)734-9502 P.0. Box 1179 1 2 .: :. ••: :' 2 I Southold, NY 11971-0959 . ti.. -:-..•- '.•';i,".,.. tr.: t ‘ 0 ' •-• %`‘ 4;fe„, 7. _ AV' ill . . %.NI * *.°006 ---,.... . - . BUILDING DEPARTMENT . „ NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED .• WOOD'CONSTRUCTION AND/OR TIMBER CONSTRUCTION . . , , , ' ,,,•• .. , Date: - -,,,Ik.,r .4''.• s,:_,-,,•• ". ': . , - Owner_ Al 0 c.,— (-\ ., 6..a_ ) P .-'‘-'.• - • - - , . . . .. •• . . . . 1 2' • : pi_ Location of Property: 1-- - . ' ' )Z- ..`( V+C-1/•0 ;.. ., - '-i:;(..,,, -•':'K,. . ,;:•'-' 1-,k; ' ,..3u42..1 j...)1 ,-,--, Please take notice that the (check applicable line): New residential structure ,2 ,,=4-•-•-,- ,' , ' •4, Addition to existing residential structure • . Rehabilitation to an existing residential struetu-re .,,,. , 1 .• - to be constructed or performed at the iubjeCtPiP-PettY'refeience above will Utilize ' . •-._ .,., (check applicable line): - , - Truss type construction ";1-T) • --' -• • -' -', _.y, - zc- Pre-engineered Vocio.dponstrOCtiob(PW) -., K- Timber construction (IC) • _ • •-_.- . -, s: ,'• in the following location(s) (check applicable line): • T. . . , Y Floor framing, inclUdirig;girders.and.beams (F). ., " ?<- Roof framing (R)' , . •, - -- . , •-• - _ , , / . -- . . ., ., . . Floor and roof franiing- Ft) • ' . .. . Signature: ' /4./ • ...mam., . . , . = . ' " • - ;,-, . Name (person submitting this forth): ILA 1,_„...e I, )---ic__,,d . Capacity(check applicable line): -• . . Owner • . . ' . . . 20 Owner representative - TrussResReq15.docx Effective 1/1/2015 .•- . • if.-•n :T.2I^i:::-04.'2 :f J. •. "•'. .. ♦.•M v��' :t:•., 4. �rr.� •w iri. �sf iii�v:At."-tisYM :%i:F•,'.t:w+iri...:1:::..w\...•��....:.S: - 6" DIAMETER a' REFLECTIVE RED- ROMAN ALPHANUMERIC PANTOt E - - •DESIGNATION OF CONSTRUCTION • •• (PMS) #187 - - . •:`€ ',,•e 'y '_'" • ''•.:_ TYPE BASED:ON SECTION 602 OF • THE BUILDING CODE OF NEW - YORK STATE 2" MIN. REFLECTIVE • WHITE ' -,....:.!...:'..: ; . • - � • • . . :',:. k 1/2" STROKE • , . . , . . . . T k • 'r " - . - -- ---—--_..... .._. ..•-ESI-GRATIfl'N'FOR''STFtUCT-liffAL -•- ---------._'_-••-•-••----__•-----'-7---------- --- ' • ;C.QN[I'ONES!•FSill T'AI3E OF - ; • TRUSS CONSTRUCTION • "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS, ` - - "R" ROOF-FRAMING "FR" FI.o(?R AD ROOF FRAMIt G - • ' "'E TRUSS IDEMI' Li{•'Y 1 IFI A1IC.SIGN • • - CIV'UNCE W11- 19 NCRPRT12Q5 • ,-. - e. 1 . 1. CODES DIVSION CVAIV - E TRUSS IDE 1iFI ATIV{VSIIN DATE03/08/2005 .r T NEW YORKSTATE DEPARTMENT OF STATE V-: ST DIVISION OF CODE ENFORCEMENT , : "� = AND ADMINISTRATION LDEPARTMENTLIT STA E_: , . ..•:•... .'!,. .....,r,o CV s ,?...... ...�.. ........+ „e lSY.:...,1.. racy.. x.:r.:{.'4.a"sriyt q.:±4.1.[i ..vif.'t t..ci ee•?.'° fo;,:t•`Crotie.72.•;e:."yY•i::' �x=�- — +oczir Scott A. Russell ..•`' �°suFF STOR.MWA\T]ER- SUPERVISOR 0 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 Town ofSO u th O ZG� • 53095 Main Road-SOUTHOLD,NEW YORK 11971 wTr �� �� %. 4 tit,, CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) r ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. PA 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ Or . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑12 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0.r4 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any-watercourse: E ❑ 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 I Dish ict NAME. M i CAr„L Q \ c._,— 1 11 I 6• Z 6-3 ZO/5- Section rSection Block Lot 1 OR BUILDING DI:P. RT\1L:N1 t,SL: ONLY " " Contact Information 631 — 19 4-7 Tdephoni Numhcr. Reviewed By: Iv _14 ir\-6111 Date- 1 I Property Address / Location of Construction Work: 11riApproved for processing Building Permit C. S1Z4- �c Stormwater Management Control Plan Not Required CV \� Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #: 1000 •0,.., 'je surr....... •.... - CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —y„r— `p•`�O k( CIA 1 1� t// 9 G ,z o� . =_ Stormwater Management Control Plan CHECK LIST NAME I ci, e rfc--^L Section Block Lot o a c ; S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plea<e PnN / bj-1 p Date: `�� ! * The applicant must provide a Complete Explanation and/or Reason for not providing /j�� (�3Y� —f-II 'w,Ql ,,,,5-:„, •�� all Information that has been Required by the following Checklists VIII` Telephone Number ♦A•,,,,' 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA you ou need additional room for explanations, Please Provide additional show all of the following items: P Paper.- a. Location & Description of Property Boundaries b. Total Site Acreage. / c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e._ Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'intervals) g. Location of all existing & proposed structures, roads, ',- driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. j _ 1. Location of proposed Swimming Pool and discharge ring. / .i. Location of proposed Soil Stockpile Area(s). / k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. / 2. Stormwater Management Control Plan must Include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval. • , Items requiring details shall include but not be limited to: _ a. Erosion & Sediment Controls. —7- b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 7 d. Leaching Structures (e.g infiltration basins,swales,etc.) / "" MR ENGINEERING DEPARTMENT USE ONLY><_'''' I' Additional Information is Required. Reviewed & �' 111 Stormwater Management Control Plan is Not Complete. Approved By: _ – i U Stormwater Management Control Plan is Complete. Date• i SMCP has been approved by the Engineering Department. # SWCP Check List -TOS MAY 2014 SURVEY OF I LOTS 26 _ SUFFOLK COUNTY DEPARTMENT OF H SALT i Sce:OIE41 . NOV 65 2014 LAMENDED MAP A OF o NASSAU POINT P�� '«FOR APPROVAL OF CO nuc ,tO i Von SUFF.CO.HEALTH SERVICES FILE No. 156 FILED AUGUST 16, 1922 Ali ;-� +� IF. SIN�i E': "Ctiidi�Y iLa4' ,3�e.s ,�L t _ i SITUATED AT _..�-,, o NASSAU POINT I cy �D�4 OT 25 1404 W C,' N I I TOWN OF SOUTHOLD DATE (-,�, RE . No. (Zl0—J�[ Qp�7 pwELUNGWp1ER A II II u' r-1 SUFFOLK COUNTY, NEW YORK SES PUBuc osae5 i \ I I 1 I y S.C. TAX No. 1000-111-09-6.2 APPROVED '' SCALE 1"=30' FOR lV(81XIMUM O //^ ��gqryryyyyy�.- pp55�w stoNs UMF ` \ I I I I OD �1 ..... �/ &J 6,L/���®11'diJ GONG AUS STFp -OSS ` \ I JULY 31, 1997 �g® a1� YEARS FROM q� OF APPROVAL g 1 1J1 yy 1 1 I I I I - I w MARCH 19, 2013 ADD TOPO EXPIRES THREE H BARS DATE ao6 P7i� 11��/59��e J 11111111i%1"11111 // ��������E \\ \ 1 I I I 1 APRIL 22, 2013 REVISE PROPOSED DECK 1111111y cDNc ■�•��` \ I trA I 1 _ .. .._._,_ _..-.. _.... ei a 5�6��`�5 / �i� �iii�► \ \ 1 1 I ` 1 �m APRIL 4, 2014 UPDATE SURVEY +./.4.4v • • JULY 3, 2014 ADD PROPOSED HOUSE 1 AREA = 40,269 s ft. wzEeo �'404:4,'6y / / //\ 1,,ETA.FENCE ���i ��°SI% \\ \\ \\ I 1 II I 1 til q' GraEso / / :��11' �►SS a \ \ \ \ 1 I 1 ID �� 1 t C- o.s24 aa. /// // :��������'�� • �.��. \ \ \ \\ \I of 1 1\ cootiM et.DGK CURB / // ��� \ I //t. // / �.,lif •�%��4 \ \ \ X11 I 1 I pool- 1;2,11 \ \ \ \ \ I 1 1NGROUND 1 ~I // o // // 'gin N- i%p \ \ 1 \I I II 11 Q ° <° 411P LONG VAULT GK GuRO // 11 : ///I11 1\ \ —— o FRAME POOL sr, ? r I I O ° lir °/ • I���1/ o I / --- RFKWq(( n? 2bB \\ III I IIW// FO `.,��i \� O --- MMNEY \ I I I I I VIII W ' - ' UKII // ' V� ° _ •43 LOT 26w & 43a �� 107 \ II I ; o % 400 m ° w INE ,° ° < °° e ?a 1 FEN SEI I I A u� U1 c ° ° ° -- w P�p�JS`ED e ° �� • __1°< 1 - A 250 I o u, o i --—— -c oo'er �m °° VI ? \\ 1351 ° ° a4. -- — oB N m < ° 1 P \ < < .° VIE FE of _ ———65 TEST HOLE DATA m O ° % I 1 1 -—\ ^° ° v — _ — V„EDGE ROW (TEST HOLE DUG BY NATHAN CORWIN L S ON APRIL 4, 2014) 0 N < ▪ I \\ Y`��j�`I BROWN LOAMY SAND SM sN 1 J ° °" 1\ 0444 30• CERTIFIED TO: 70 A, `5'<° \O -I - { DWELLING TER ° „ ALAN CARDINALE A9 : I ES PUBLIC WA °. RENE CARDINALE \• �0 NOTES' usEs ° L'' z zm 1. ELEVATION DATUM REFERENCE TO NGVD 1929 DATUM. LnT 27 ° PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS F VEYS AS ESTABLISHED \ 7055�.� CONTOUR LINES ARE SHOWN THUS: 10 ° ° BY TH Ls AND APP 0 AND ADOPTED 173 FOUND MON ° FO C USE(6 •YI- J;I Y l$ STATE LAND ° °��.12 GONG „ W SPOT ELEVATIONS ARE SHOWN THUS: E�p�ssZFAT10A C � \\l • °1° ° e 3650 3. MINIMUM SEPTIC TANK CAPACITIES ,FORA 5 BEDROOM HOUSE IS 1,500 GALLONS. ° < PALE BROWN FINE SW �\S' `� e" e 'E 7$� TO COURSE SAND -_l."(AF oR AYcca�u scocK cu 1 TANK; 8' DIA. 5' LIQUID DEPTH 1 ° L'f ° Ra. 4. MINIMUM LEACHING SYSTEM FOR A'15 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. F. \T" , ° • • 1 POOL; 16' DEEP, 8' dia. • 1 ,.r Z 'a �+••* PROPOSED EXPANSION POOL A: °° <�.. • ° .,,, PROPOSED LEACHING POOL ° 17' �1 =°�s'= a C� �y �J. �67 Y S Lc No 50467 O PROPOSED SEPTIC TANK , UNAUTHORIZED ALTERATION OR ADDITION O TO THIS SURVEY ISA VIOLATION OF J SECTION 7209 OF THE NEW YORK STATE 4..AA s 114� /°O1'' • • 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD EDUCATION LAW Natha �� a t-1C rwin III OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING THE MB LAND SURVEYOR'SAINKED SEAL OR Land Surveyor - I EMBOSSED SEAL SHALL NOT BE CONSIDERED DRAINAGE SYSTEM CALCULATIONS: ra BE A VALID TRUE COPY ROOF AREA: 1,923 sq. ft. i CERTIFICATIONS INDICATED HEREON SHALL RUN 1,923 sq. ft. X 0.17 = 327 cu. ft. ONLY TO THE PERSON FOR WHOM THE SURVEY DIS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr L S ROA- 327 Cu. ft. / 42.2 = 7.7 Vertical ft. of 8' dia. leaching pool required TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno LS LENDING INSTITUTION LISTED HEREON,AND NT Eg PROVIDE (1) 8' dia. X 8' high!STORM DRAIN POOLS TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION CERTIFICATIONS ARE NOT TRANSFERABLE C 1\11)jIi PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PHONE (631)727-2090 Fax (631)727-1727 , I' " THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS, • ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ' y7-:i:19C I oFT----ICer TRUSS PLACARDING REQUIRED -- -%ri, c-- -D—ATE: Ja• on - II r1111 I I Ka :: NSPECT1ON RECAPRED !mai MI EMI ...,..... , ,,,--: . Sam_111:11141Elovrog =IMO 1.--A:‘71iirtila I Ar,p2ovr_it !\,(7, :',!oyEri M C H _ _ _ fi ELECTRICAL\ ,s, , ,,, :c„.6,„, Design Services — — _ ___ — — _Ipworimimi — _ _ ___ __ — — I _ — — — — — — — — — _ ____ .7eor--;.5TL::1I_F:?;:E3:Ut?Ltibir—;I::71.7rC-TacFr.Tc:4i;07.91,1:7,.., IL,II--:RIITTAET www.mchdesignservices.corn phone: — - - AIII. 1. FOUNDATION - TWO REOURED (631)298-2250 --- .Alliiiiirl ttit: I iii 741111.2)1 EL illith — -— FOR POURED CONCRETE 2. ROUGH - MAUR.; & PLUMBING' 3. INSULATION email: - - michael@mchdesignservices.corn AIMI111111111111116., _ AIIIIIIIIIIIIIIIIIIIIL. 4. FINAL - CON,JRUCTION MUST .441111•11111111111111•116 4411111111111111111 III. BE COMPLETE Fop, c.o. .411111111111111111111111111111111111111111116.. - - - - - - - - - - — Ad1111111111111111111111111111111111111111111k. ALL CONSTRUCTION SHALL MEET THE /1111111111111111111111111111111116. Amumwommomminimm. 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' , if J,1 L-- annippon -_ At ©o M C H Design Services O Z/_0,"� 8'—O' / 8'-0" 8'—O" / 8'-0" / 8'-0" 2'-0" www.mchdesignservices.com \ \ J . r �__ ' ' ' ' (2) 2X12 AC GIRDER ' ' ' ' 1- __i_ _i 1 _1 Q 1 _.1. t ,,•� _1_x(2)2X12 ACQGIRDER I ^ _i (phone: (631)298-2250 �-- ==I=@�.I i :e.=I x = -T I ie:-x=C----- I `e!-x x -x--- \O -T- T T ,r -T T -T T ri-T-1--___- T r� _T T _T__. email: michael@mchdesignservices.com 48'-0" 9 / f Co / '(-); /24'-3" 12'-9", 11'-011 / / N O i--.412'-1%" 7'-7'/z" 4'-6" 6'-4'/z" 6"-4'/z" 5'-6" 5'-6" p / / / / u / / / if ' Z9?-<6'; -1;" a Q 0_: --1-@ 1 0 1 1 I 1 N \ \ \ \ *FWG606$1 4W3e46- -, FWG6G611-L -, `� p' vo • 4 v ° ' \ \ \ A•,4R' Dia •. . , v �"�' o• �d�`( 1 o• •'r �.DV o, O ,,p 4 • 4 r ' c, .V r , p D,. o, RA/G606414_ a ° b., �. to o• Da f ,u L„ Da v4.' •�a Qi D 4.v .D d\ 4 . 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FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACT ED FILL.INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND DRAWN BY: MH ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THATTHE POINTS OF 'THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. 4/26/2015 MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. PI- E OF/� 5). PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATE ^. PSE' �• DF��o SCALE: SEE PLAN 'TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR f0 FIBERGLASS SILL GASKET. m .,..Ai. N Z <..�:,,rgg 4.21. ) * 6). PROVIDE 5/8" DIA ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 1-, ,„,s : SHEET N O. MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO COQ) `97.5c)? (jZ BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. FFSSIONA .° 7). DOUBLE UP FLOOR JOIS I S UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 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PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS.S I EEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN 4/26/2015 PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING -VE OFNF SCALE: SEE PLAN HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ^' j' De.71 .. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 m f O ] AND 2X4 WALLS AT R13. N . k''1 • 8).INSULATE CEILINGS WITH R30 INSULATION. O s~ �� SHEET N O. G . - 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK. 'An 0y2 0�2 1 C., tiff/ -\-‘ 6 Y 10).SMOKE AND CO DETECTOR PER CODE 7 V , .. K.,:,, lal L_ Addtira M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: 48'-0" michael@mchdesignservices.com / 27'-103/4" , 16'-O" / 4'-11/4" 0 0 14'-1'/z" 13'-9'/4" 8-0" 8'-0" / / / / Q DECK RI- FWG120611-4 SAAS O (3)2X10 DF#2 HEADER TW3046 TW3046 TW3046 1W3046 1W3046 N 2X10 DF#2 Cl @16"OC of \ L_ Ni N N NI —.1.,,, - \(3) 2X8 DF#2 HEADER (3)1-3/41X11-7/8 ML UPSET BEAM POST e2 O 0 `O N / (iYP.) 231-4" ,/ 23'-3'/z" I -4, M l_ `' 0 M FN /*0h/4 , u = —POST - �` O O (TYP. )N — - N C zr-r!, 0 I-o TO OPEN N MASTER BEDROOM Fn Ci Q BELOW , 0 S %%— gnt a C 0 R.U N N L fq M 7-01/41 L W W cry U Z o � / 4'-O'/4" 5'-3'/z" 2'-11"' 3'-4" 4'-7" 3'-3'/z" �' �o��° W 'I 1 f a : 0 A Q °., (3)13/4X14 ML UPSET BEAM - — - - - �� #Z —� (2) 2X8 DF#2 (2) 2X8 DF#2- �� . �..." . . .--- �. �© = RAILING ,�/ 0 - _ I 0 o I y v �o W C9 ,__ �` W Ix W , .9 \ . co ,. 1 Q g E"'� _I 1 _ .C/ ---- ---- -- -- e RAILING I W F""I W _ W 0 2'-6" I= 5'-a" L DN O �' I a 0 ---- --- r •• � —� 0 Ln -� -� LL fV O 0 o � v � V o ON' N ~ [—a BEDROOM No. 3 l BELOW \ /MASTER A Q1' BATH c �� s_ O WALK-IN ) 3, O.. 3��„ 3._0.. g Z u CLOSETf / / /� o _ [1'-1 O'/z" 11-101/21 r/ c 4 z_...-.1 NO -� r L) `° 13'-1" // 11'-4" �,/ 8'-2'/z" �6, 6? rn rn J 111. (3)1-3/4X9-1/2 ML UPSET BEAM (_) 2l 8 h DR. \-- (3) 2X8 HDR -1/2 ML - - - - —. . UPSET BEAM — - 1W3046 TW3046 1PP: 2X10 DF#2 CI @16"OC ZX"O DF#2 O CJ . 16"0C • N (3) 2X8 DF#2 HEADER (3) 2X8 HDR.r ___,,„c___ (3) 2X8 HDR. I\ 1W3046 TW3046 TW3046 TW3046 ` \ 7'-0" 7'-0" 6'-0" 8'-O" 6'-0' 2'-9" 8'-6" 2'-9" / / / / / / / / / 14'-O" ` 20'-O" / 14'_0" / ---L / 1 / 48'-0" 2ND. FLOOR PLAN 1).IPLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. i i A 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. SCALE: 1/4" = 1'-0" q i 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 1284.7 SQ FT 4). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-O"O.C.AND MIDSPAN. 5). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS DRAWN BY: MH OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" 4/26/2015 THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH PLATES AND BOLTS TO SI LEL BEAMS 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE lkIE OF-Alp SCALE: SEE PLAN APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 3' AFF `,f- HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. nfk. P ., . pi. c22, 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 N . , SHEET NO. AND 2X4 WALLS AT R13. .^ �'n Ct- ~ ' d . -O ' IQ 8). INSULATE CEILINGS WITH R30 INSULATION. 'QOM ` , r2 ��� 9). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. F )ON' ,.\..% 10)).SMOKE AND CO DETECTOR PER CODE � Musk lii11.11ii11il 7 Ri IBS I r— 11'A2P ©Vmaiimmi M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com • I I _2X10 DF#2 RR @16"OC I I , I I I o 12 ■ 10F I Ico JJ V in • . r .\ N I INVD J 12 p (2)2X10 p 4 ._ ^�4 6� O' DF#2 '0 '�9 „� L1 rsI RI' �N • v. I". 1.- 5-.< I CH. I its Li . (2) 2X10 ■ IDF#2 I Limmi W VI U I I Z 4c AR I I W O 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE I I O A CH. 112 Q QV`, N Xl'ilIV' I I (2) 2X10 O DF#2 1:4 1-3/4X11-7/80 I. I. 1-3/4X11-7/8 Q ... 7vIL-RIDGt- N II 'ML-RIDGE - ' ij vI W W o w 12 y . /^ U t/) Ilmji a V 107 -5(2e90 -1 0 O oo 4 o �L 12 °C �� r' C/1 1 V1 . ailF� `/ N - 0) -'??.-s) A -t 5' A_ ° 4 ' 1,4 Z N ^ O �G U l„ w w p_ Co) CJ <<J < G aD NJ x 12 x 2 v •Kr r^ 107 ^; 10 ce oc O 12 .2X10 DF#2 RR®16"0C, t6r j _2X10 DF#2 RR @16"OC co ® / x N 1).INSTALL 2X6 DF#2 COLLAR TIES AT48"O.C.. 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. ECX)FPLAN 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND i i 1DIRECTLY TO THE DECK ALONG EAVES. SCALE: 1/4" = r'Orr 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 412 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. A 5). ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS ',XI WITH ROOF AND SIDE WALLS (TYPICAL). 6). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE , WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. DRAWN BY: MH 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT i LEAST3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4/26/2015 USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. SCALE: SEE PLAN (:Io SHEET NO■ �1��� I I I-1 r-- i l I r l l )."/ I ' ' 1® J ' f & ]. o 111101111110111 / ® 1-3/4X11-7/8 ■■�iil II ` _- Qui■ ■■ I ' F.-fiff.....7111-- ML RIDGE lig �=■■�I( ( .■■ . ■1) ( I � ( , I ® �I( ( s i ( ti ,(1 \�\ l) I ` \ i einsrAcw�ssrEx M C H If 11 1 ( ,0,i wo�on e�vs�w/ 1111 \� �p11 wASNERsaiz O.c 2X8 COLLAR TIE @48"OCtii (3)1-3/4X9-1/2 Design Services II I I .�::�_��■�e�' 12"0.0 1(0.0C. ---- ML VALLEY 12. '` I I \\I il pF ��F ,r, I ' , (� I 1 ( LLI! TAO /�' II WWW rnchdesi nservices.com 110 RR , ` 1 1 / ( SI I (ot (J4TE•NATrvmS7/16 0.S.B.> 1111111111111 16"OC phone. 9 ( I ) ' ( 6a "PL„ ,�'"� (631)298-2250 ® I 11111 (KTERNATNNEJ//6"OSB) 1 1 ) , 1 .io STAINLESS I ( \ 'I ( - - \ - - _ S S2S 5►ZSr�SZSZSZSZS?S ? )?SZSZSZS � x10DF#2 CJ@16"OCC)( ( .I a email: T�Ts�11!♦ WOODEW6� / , 1 \ , t , - \ - mlchael@mchdesignselvices.com Et— WASHERS�Q"O.G ( ' � \ I ( f \��®� « (3)1-3/4X11-7/8 /I L A i---i /\ :ii:J WINDOWS1a EML BEAM 64 \ I( -II I I � � 11 -�164 ■. \ 1 \ ) / '1 l'i L I/ \ I', , ) / \I) ki 11( ...4 . ) I, 0 /it i . Ili) / il ) ,)[ ,-- f +(�• 3/4"SUBFLOOR J ( c'1 ( ��f / iI ( �� @1�OOC'II� 14"TJI56O WOOD-I F) @16"0Cst it ►7�A������►�W� �y —- -�-- — ( ' ( /� ( ( (/+11 —- \ -— 10pLSz le �► 2X10 ACQ@16'�C44444 - - - �A — 3r« II ------ ( I -L� «64 ,4 "(2)1-3/4X11-7/8 ML ` w/3/4"STEEL [ 8 ( I I I I I I t I I I . 2X6 C)@16"OC 3/4"APA PLYWOOD N SHEATHING l 0 1 1 I 4 1 � � \ �� (2)2X12 DF#2 y " , I 11 I II ` �'\ I ,l ,l1l 'i ■\ I ' 1 1 , I , I B GIRDER » (3)1-3/4X14 1 ' y y 1 = M S. ® ® ® ML HEADER - J II 1 I I/ , I 1 1 9 « o o p 3 / 1 I all / 1n1/ I I ■ I) I is b -•—, 2x. 5�, /( ( I if ( I if I if ( ' 1 14" FG COLUMN ,� x ° .e- cio oro UI ( ' ��E11 ,il ,.(. i�I ( I d , oo - J ~I .. I I" I 1 )�o�I I I + II y r,os ANiEsssTm 6X6 ACQ » ?C C I ii \Lci C '(� 1�4. !f' c I I i1 rA=1REo POST �6 �e WOOD SIRENS W/ �„ wAsnENs ap rr o.c ea as q .I o .=1.. es. o `f`T MULTIPLE PLYWOOD mos oa+E�crEo —- \ - — �-r-- i �I(I) O O O O (e), ( ( ) O O O OHO O 3/4"SUBFLOOR ) O ( ( ) O O O ( ( ) O O O O O 1 I r;_ ., —_ _— a1 ANN rsO , 5/4"DECKING Jl Jl ? Jl ) l 5 ? ) CJl Jl lCS Jl Jl l JIJ ? ) C Jl Jl Jl J ? II ll JIJI ) l ) C \ � r2X8 ACQ@16"OC ''� 14"T)1560 WOOD-I F)@16"OC nt II II II I 11 M. —_,- - - — (2) 2X12 ACQ GIRDER e,. 2X10 ACQ D)@12"OC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL °O\ 1 J�7 . ;: -� • I-- 'I'(2) 2x12 ACQ — - -— AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) .. l ° 2X8 PLATE OVER •o �I ' GIRDER 12"dia.CONC;•~l. W12X45 GIRDER Limal 41 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Q PIER +:, NN °:,1 O• I—I—LaAND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 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 M . •�'v' q • CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. l•+ i..4.2‘.4 ve 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. — - �_- — 1.%.: . Ir.,. HARDWARE MUST ACCOMPANY SHUT ItRS FOR INSTALLATION. 24"X24"X12" e•• 5X5X1/4 11 - Z 0 CONC.FTG. • STEEL 414 _J 10" PC WALL ;p (T.� NNNNNN I I DAMPPROOF •oti: COLUMN t� -e 6X6 ACQ C:) ^ a) P..i 1.—J _� 4;• POST H e e. n \ :o 4"CONC.SLAB W r✓ �T5 1-3/4X11-7/8 ML RIDGE 1-3/4X11 718 ML RIDGE •;ld . , = • e•• .rr ; 1 I ` 1�"�I W F�-4 I t•o•._ ......• . .. : . .......• , •d .• Y� r' '°•a S�; 'e" ` Imo-) 24"X12"CONC.FTG. z `� '�. +• . . •r `..•.•:' 12"dia.CONC. Q • 6'X6'X14"CONC. FTG. • Z (3)#5 REBAR «. M..4 PIER ° REINFORCED w/#5 REBAR •1=.- Fel L1.1 W O W e'er '@10"OC (MIN.7) EACH WAY _; ; liiiiiiiii WIND LOAD PATH CONNECTION i /*;_i__AND CONSTRUCTION DETAIL DRAWINGS Pw� .--- ._ 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. M C H \� �%1 ��� Design Services KING STUDS Q �/� <1: , _ -/ pvlrww mchdesignservices.com C ENDWALL O RAFTER WALL STUD '';� hone: (631)298-2250 CRIPPLE STUD i RIDGE BOTTOM PLATE `I email: II ��.Illrei HEADER M LEDGER BATHTUB ' michael@mchdesignservices.com / a DOUBLE 4 JOIST ` 111 SIDEWALL 411174144114441114 ` I'. \ I IRAFTER ' ' JACK STUDS ' J I FLOOR USP NUMBER DESCRIPTIOIN APPLICATION 'HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS � '` CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 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 • .NTHROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP ' ` LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD 0 • 1 CHIMNEY RAFTER lki, AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS 4 • , / MAINTAINTION SIDEWALL FLASHING TION WOOD JOIST 0 FOUNDATION - ; _O ; / TOP PLATE LiflivENTILA\ BLOCKING /FINISHWALLAND MOISTURE ` ` I ,i,�'�,�_� i��� 2x4 LEDGER BLOCKING ` ;�' I, STAPPING TO BE ATTACHED TO WALL STUDS @48"OG \ BARRIER TO LAP FLASHING V V V w , 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A I C FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ' FASCIA ' (I ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF 11 _II GUTTER �� I INSTALL 4'0"O.C. / WOOD GIRDER I���t THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT ��III�� ' 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS �' SHALL BE COVERED WITH CORROSION- 1 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. 8"-14" LSTA30 1-1/4"x30" 18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE ' r , w ON ALL OPENINGS — GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO W " ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND y ! r , INSTALL4'0"O.C. �` CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS v 14"-16" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ' ROOFING LAPS BASE co)44 ^ OFLASHING 4 INCHES O al RAFTER �"1 . 1 BASE FLASHING WRAPS CORNERS,1RIDGE CAP-1/ SAME EXTENDS UNDER SHINGLES AT MA ERIAL SFRO0ING " r g w V SIDES 4 INCHES AND LAPS II NAILED TO SHEATHING w �j' d SHINGLES AT BASE MIN.4 INCHES / THROUGH VENT i E••I F� ® _. g 41 ` ' WOOD JOIST Z w I4110 ,. ., wILiu , TOP PLATE * / ` '� ' Q . • I .. _, _, 510E WALL ELAS/-f 1 N GIRDER/HEADER MOIL � �I l� a h 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OG WOOD JOIST '��II• ' �j Q AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ;' iI op, hr•1FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 50RAFTERS 1•�INSTALL 4'0"O.C. AS TO FORM DRAINAGE GHANNEL:i AND �� � I ��I V 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED A '`y ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH0 INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR 4 ic•-1 FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. V 8"-16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS RAFTER TO' PLATE OVER RIDGE TO AIR PASSAGE CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. >r REDUCE BUMP OUTS CL r U DBL. SILL PLATE \:-..C--)� TERMITE SHIELD I SUBFLOOR SILL GASKET // WOOD JOISTS TYP.CONC. FOUNDATION ^ CONC. SLAB ' ' NEOPRENE GASKET - , H DAMPPROOFEXTERIOR6 MIL.POLY W _� GASKET '`� ' 2x6 /2x8 CONTINUOUS WOOD PLATE \, GRANULAR FILL V i I EMIL POLY ON EXTERIOR IA ^ - , Ilik',,,,. . \ iBOIL DI�A.T 80LTS gO STEEL BSa o.cM �TSTAG. vSTEEL COLUMN1/2 'a -D CONC. SLAB A ., • • u } . •o a ROOF JACK �� '# 0 0. v I I 110\ STEEL BEAM A �. '^ P•es,•�.�• ,�, .o ) `� 4" x 1/4" x 8" STEEL �, COMPACT FILL !4•r!a'-'�r '��.••r : . :• KEYWAY FOOTING D V •, -° • `-' ° ROOFING LAPS `� TOP AND BOTTOM PLATE dM A1/111, CONC. FTG. 1•a . Q•p .' G'D' FLASHING AT _ : o ;Z:' '.; j::;i4j ;•� ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH I/2 x 6" ANCHOR BOLT •.•oe-.• '. = \\ 1/2" GROUT (USP LBPS58 OR BP583) L. REINFORCING BAR DRAIN TILE :� p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCIHOR BOLT - 1 I I " 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPSIlli *°"1. )_ -' I I l 10 KIPS 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 SEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"0)C (SLAB-ON-GRADE) ROOF JACKS 4 VENTS DETAIL CONC.SLAB , 4 I f/ 6X6 10/10 WWM SUBFLOOR DOOR FRAME (� COMPACT FILL 1 DOORGE I 0 JOIST 1 USE 2X8 iiiiii r ^`�` �� I FOR BLOCKOUT STEEL BEAM 4 SLAB d _ P.T. PLATE '' e W/ 6X6 WMM ��U ,� 4 DRIVEWAY ' ` ,^ 1/2"AIR SPACE v� v° e v a�� --�- NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH GRADE�•N �'" « « ► A IDES OF WOOD �T END AND • - •• 4' •'" ', V2< , I e• 4 • ,A4 A (WITH A NAILING PLATE IF NEEDED) A A /I •C: a •�!-�����ep " a a TO BE APROX. 1/2"OR HIGHER THAN ^ " " d ��.!l0:�0 D' - D ' D" D , •e !1r- l-WI STEEL BEAM TO ALLOW FOR SHRINKAGE 4/26/2015 _ ���•�•���'�. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ..• Q L- a Gi •z ;•�;•s^ 4 4 BEAMS 11 c��r..l•�� e e �:� �� !�� 12" •P• S y�'°•'. " 4 r r • �,�Aa �I���r.�lt-�l 1 9•l, • i ,.. rte•_, t• 6X6 W.W.M. C A A A a •, ��� •. •_ A A : . _ % 0. •.r„ •� ., :, �I MIN. ;'- d^'e d n ,,..•��. 4'A 1'A �''r " ��\ NOTCH BEAM FOR MUDSILL IF REQUIRED-- MAXIMUM it,, A l • ;•, REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 1 A D SUBFLOOR OF SCALE: SEE PLAN DRAIN TILE • D REINFORCING BAR 14 'I a e p e• . ° II—II *I p NF n e D 12 0 o SHEET METAL/30#FELT UNDER BEAM AT POINT �' A. 4 L1.n 4° 4e e - "� GIST r•-• 1 J. pFF�/- O o ° OF CONTACT WITH CONCRETE OR CONC. BLOCK I " .�� i�ul�1 I ' STEEL BEAM n �-f- 12" c.:1- TYPICAL - TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °„ 3 SHIMS TO LEVEL BEAM >C .0 PLATE (BOLTED TO BEA 6 ,t".: ;`` " f) * SHEET NO: 2 •u, i,' REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. O, o } 3"MINIMUM BEARING SURFACE FOR WOOD B.EAM GARAGE DOOR LOCKOUT of `�725 Z �c�``' SEAM POCKET Fs• ,\ m1 t Un iii ► WIND LOAD PATH CONNECTIC) N AND CONSTRUCTION DETAIL DRAWINGS M C H Design Services USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION- FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4"MAX. -.of --41,. www.mchdesignservices.com ____- r14 KING STUDS phone: (631)298-2250 4"DIA. MAXIMUM - I CLIMATIC & GEOGRAPHIC DESIGN CRITERIA email: �► RAFTER 10111.. CRIPPLE STUD i7NAII michael@mchdesignservices.com GROUND WIND SEISMIC im FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED RIDGE14 11111 ` MODERATE SLIGHT TO ` 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONEn n , /�� RAFTER 11% JACK STUDS ( n n , M 11111 � n , n, --#-- RAFTER-TO-LEDGER CONNECTION • LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER I LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 1-1/2"SPACE MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall j be 3 ft.below grade. HANDRAILS RAFTER :r 4). Deck joists to have blocking at 8'0 o.c.. ,..___.)4t 'dr \ f/ RAFTER .7 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing ' and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers Iii. POST ., and nuts at 16"o.c. TOP PLATE I 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE :S / ' BALUSTERS A I� ` 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored �� to girder(s). RIM/DECK JOTS WALL STUD 441111141F\11 � 140 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. OPE1J BALUSTER ATTAGI-IED TO WALL WALL STUD ...1 4111 • 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. t , ' W RAFTER TO LOCATION USP NUMBER DESCRIPTION APPLICATION [ /'1 c , ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH `+ �✓ LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER Z CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS ROOF SHEATHING: W CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO NAIL NAIL ^0 a) O EACH RAFTER JOINT DESCRIPTION NOTES QTY. SPACING STRUCTURAL PANEL 8d 4" MAX. �••,j•�AS PER TABLE 3.8 ESI .<4WFCM-SBC T O tW„��// w 4”DIA. MAXIMUM \01z le GIRDER/HEADE' � . a r4 � ^ r, GIRDER/HEADER ROOF FRAMING: t r [� 1...., W i , O NAIL NAIL W JOINT DESCRIPTION NOTES O o o ' N o QTY. SPACING [ ^ a a POST/COLUMN RAFTER TO 8'WALL:3-8d COMMON EACH w , z JOISTII° �� �) o o TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL POST/COLUMN 0 ,,, ' CEILING JOIST 8'WALL:3-8d COMMON EACH ' _ TOE-NAIL CH., xj TO TOP PLATE 10'WALL:4 8d COMMON JOIST C IIC C O C C CEILING JOIST TO AS PER TABLE 3.7 EACH FACE H I;n GIRDER/HEADER PARALLEL RAFTER WFCM-SOC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE .1 '` � CONNECTION OVER PARTITION WFCM-SBC LAP NAIL V F--� (,,� I( POST-TO-GIRDER/HEADERCOLLAR TIE AS PER TABLE 3.4 EACH FACE ^^ 1 LOCATION USP NUMBER DESCRIPTION APPLICATION �� TO RAFTER WFCM SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 2-8d COMMON 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL am U LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMNRIM BOARD EACH END JOI5T TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL . 14144411%1%1‘ '..\-- STU WALL FRAMING: 1110 BEARING PLATE NAIL GIRDE' 'W�� JOINT DESCRIPTION Qom. SPACING NOTES o \\,....,-----\ 'I)`/ TOP PLATE EO 2-16d COMMON FOOTt FACE NAIL 111% ...4%41111H 4yTOP o WOOD JOIST 7 ' .Iii ,, TOP PLATES AT 4-16d COMMON JOINTS FACE ikti I �J „ , INTERSECTIONS EA.SIDE NAIL till ® I1 �i� ,�J�I `, STUD TO 24" FACE LEDGER �® ►j�'� ii, CONCRETE PIE' y'.•" STUD2-16d COMMONO.C. NAIL ' o GIRDER/HEADERlO �® HEADER TO 16 O.C. FACE .•► �►�i ► II WOOD JOIST `7 ` WOOD JOIST 1''I- _ 1 /"�� •',' HEADER 16d COMMON ALONG EDGES NAIL ��\\�� TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ' II l` - •� . PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL t -i� DOUBLE 2x• . ` BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER �'� (MINIMUM) FLOOR JOIST,END JOIST ORB BAND JOIST, 2-16dCOMMON FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. REQUIREDD > (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER 111 FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDERNAIL NAIL TOP PIECE OF SIDING AND JOINT DESCRIPTION NOTES LAPPED OVER FIRST CONTIN. _ I 4 8d COMMON SPACING JOIST TO: PER TOE PIECE OF SIDING BELOW = is THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL `, alBRIDGING 2-8d COMMON EACH TOE DRAWN BY: M H 1/2"DIA. LAG BOLTS W/WASHERS ., �� CNW COUPLER NUT TO JOIST END NAIL CONNECTED TO BLDG. @16"OC ' , -...� Al* ei POST BLOCKING EACH TOE WOOD JOIST :1 'I _� MINIMUM TO JOIST 2-8d COMMONEND NAIL ��ili; ' , END DISTANCE BLOCKING TO: EACH TOE 4/26/2015 II `/ 1` ���� SILL OR TOP PLATE BLOCK NAIL 101p.,� J• 0 Fey.="� BLOCKING II v ,� 3-16d COMMONE OF LEDGER STRIP EACH FACE ,' ��� FF�Q �O 1,11-r1 o MINIMU ' TO BEAM 3-16d COMMON JOIST NAIL �P �Q �� SCALE: SEE PLAN FLOOR FRAMING ;:'� ' ' o • o a END II --ANCE v .. N $,. „ , " ,� .{ . • '' 2x JOISTS '' II ' +��• :o •: • -��_ 12 x12 x12 A > 3-8d COMMON Z %1 _ e• A�'f. . a• .. :.. •�- JOIST ON LEDGER PER TOE ? 11\ All • • CONCRETE FOOTING TO BEAM JOIST NAIL cn s = '' cr .II '•;ask 4� ' ' BAND JOISTIT JOIST NAIDL 4 072 �'•_ V JOIST HANGER WOOD GIRDER `I,I,� II `° `�vPER BLOCKING FOR r . `, ' y >� y �'oF 1,2 ,6:- SHEET N O. 3-16d COMMON .o � LAG BOLTS 'A o HOLLOW COLUMN UPLIFT BAND JOIST TO: 2 16d COMMON PER TOE NAIL + RIM JOIST/BD. D p' SIMPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLATE FOOT 40 ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION it DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING ` 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 'tts GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE D FLAN CONTENTS: °': = i °° WW III - _- 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAILMH When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE 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 BUILDING HEIGHT Design Service s TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceilingor truss to topplate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-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 www.mchdesignservices.com 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 phone: 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 CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL _ (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES email: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 michael@mchdesignservices.com 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 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 - 8d 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) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 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 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 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 NAILY NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottomplate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING p g q 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, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL 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 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 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 2 - 16d COMMON 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 STUD O.C. NAIL Sym.: HEADER TO 16" O.C. FACE FIRE PROTECTION 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 16d COMMON (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). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. 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 FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 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 NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - W 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occuringin exteriior or unheated interior areas. 8 . CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 -8d COMMON ) SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: t� U Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE • Z 4). Any new concrete walls being attached too 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD W IP4 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 O r..) AOpoured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) H to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. Qr 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 NOTE: 2 FOR PANEL FIELD I O 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. 3 - 16d COMMON - W W 8x16 cast iron foundation vent for every 150 sq. ft. of area. q TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES:: JOIST ON LEDGER TO BEAM - JOIST NAIL PER TOE NOTES d �' z 3 8d COMMON Z 7 ). Dampproof exterior of foundation with bituminous coating as per THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W W 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 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, V1ii-mi a 6 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. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 0 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 OZ .� 0 FRAMING NOTES g 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. ROOF SHEATHING- .EAT H I N G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. H Cn 1). All framingtechniques and methods as prescriptive design of current SBC High Wind " " NAIL NAIL A 6-I q P P 9 g 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION h�i Edition Wood FramingConstruction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For0 Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Z V below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CZZ 4t Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE ^ V 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted ' SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES �-•i•, 9 P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLERS Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.,C. FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. SEE NOTE: 3 ( )J ( ) g 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" 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 NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). NAIL NAIL JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d 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 anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - DBC be used. 7/16" OSB 3"O.C. EDGE 6d COMMON 2 Tabulated 12 inch o.c. nails 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 bathtubs. 1). Ali water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD ) P g g g Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10"O.0 O.C . FIELD on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: 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 eave vents (between rafters. Install draft blocking as statecode and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"0).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 Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. regiirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 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 FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed euipment supplier. MENTIONED IN SCHEDULE NOTES ONLY. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) 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. 3 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 and Ontractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obitain higher ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of buildingDRAWNBY: M H gshear 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 112" sheetrock. All walls to Ibe 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 4/26/2015 such as shear plates, shall be used to maintaiin 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 ,). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. lik �F NF1y ��s J. oFF SCALE: SEE PLAN torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall Ibe permitted , P r �o� 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, c3 `=- �n�- - to be reduced to1 - 16d nail per foot. n, - r ;; 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. N #. 3 - AT be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. j of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces 'O,po •�25,� ��� SHEET N O. under stairs shall comply with N.Y.S. Residential Code. '�4191rA � 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code.