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HomeMy WebLinkAbout39792-Z ,, � S��F0i'�Co Town of Southold 5/18/2016 � 4 G `� y P.O.Box1179 k; 53095 Main Rd 440 *0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38323 Date: 5/18/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 50 CR 48, Peconic SCTM#: 473889 Sec/Block/Lot: 69.-4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2015 pursuant to which Building Permit No. 39792 dated 5/22/2015 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: ONE FAMILY DWELLING INCLUDING FRONT COVERED PORCH AND ATTACHED GARAGE, AS APPLIED FOR The certificate is issued to Szczotka,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0019 04-18-2016 ELECTRICAL CERTIFICATE NO. 39792 02-24-2016 PLUMBERS CERTIFICATION DATED 02-18-2016 Joe Whiteca A t rized Si ature ��sa�Fnc�o TOWN OF SOUTHOLD �o Gym BUILDING DEPARTMENT vii, a TOWN CLERK'S OFFICE SOUTHOLD, NY VOA 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#: 39792 Date: 5/22/2015 Permission is hereby granted to: Szczotka, Nancy PO BOX 294 Peconic, NY 11958 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 50 CR 48, Peconic SCTM # 473889 Sec/Block/Lot# 69.-4-13 Pursuant to application dated 5/11/2015 and approved by the Building Inspector. To expire on 11/20/2016. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $910.40 ELECTRIC $185.00 Total: $1,145.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A., For new building or,new use: :Final°surveyrof property with accurate location of all buildings,property lines,streets, and unusual natural or 3topographi6-featuresr, 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 plannjng 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- $100.00 3. Copy of Certificate ofOccupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 5 — g - ZO IC New Construction: Old or Pre-existing Building: (check one) Location of Property: 50 OLS AN So LLl C /{ e 'wc_ House No. Street Hamlet Owner or Owners of Property: 1V (L.\. S-z_C-2-641Lev Suffolk County Tax Map No 1000, Section (oR Block 4 Lot 13 Subdivision 11Sc Filed Map. Lot: Permit No.Sq.161->"."- Date of Permit. Applicant: Health Dept.Approval: e._I C7 Ut 1 Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: (check one) Fee Submitted: $ `"--4 Applicant Signa re , ,‘0301,174,-- o• Town Hall Annex �� ~® l® : Telephone(631)765-1802 54375 Main Road kAliilig t Fax(631)765-9502 P.O.Box 1179ik G Q r,�; -� ® roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 . ,` i r / i :0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nancy Szczotka Address: 50 CR 48 City: Peconic St: New York Zip: 11958 Building Permit#: 39792 Section: 69 Block: 4 Lot 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lowell Electrical License No: 3211-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 41 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A NC Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 34 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Paddle Pans, 2- Exhaust Fans, 7-ARC Fault Circuit Breakers Notes: 44eri -- Inspector Signature: Date: February 24, 2016 Electrical 81 Compliance Form.xls 1'��,%gip SOuToI - ` Town Hall Annex Telephone(631)765-1802 54375 Main Road ilig - illii • Fax(631)765.9502 - P.O.Box 1179 k � Southold,New York 1 197 1-0959 `�� �0���1 BUILDING I)EPAR.TMENT • -- TOWN OF SOUTHOLD CERTIFICATION Date: 2.1/6/10 Building Permit No. 39792.- .979z Owner: /VMNCy gZC zOTK/ (Please print) Plumber: X 6 C,-4• cc' '1/ -i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% . lead. - . - , -(Plumbers Signature) - _ Sworn to before me this 7TH . day of 20.X2_ Notary Public, .. County CHRISTIE HAUCK Notary Public,State of New Yolk No.4831950,Suffolk Country.? Commission Exp res-May 31,20 1-- 172" •5 H 1 TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [VrrFCUNDATION 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 VIOLA/111T [ ] CAULKING REMARKS: r,,, _n_ c..`� r DATE ‘2'e/;3 /6"---- INSPECTOR ,��� �1 1SO(/T�OI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST - [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU`GH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIOIN [ ] CAULKING REMARKS: ,� et. Z� DATE ®� �� INSPECTOR71/C4'Z' —‘;T 73r \:-2 1 2,—e,--- ��oFSO ` „ oo . ... : , A , , ,..,., ____,4-00,.{„,..,, ----...„:,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT)ON [ ] FOU • ATION 1ST .[ ROUGH PLUMBING [ ] F % UNDATION 2ND [ ] INSULATION [ .,' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 461k. U NJ .,StrEl___ Cift-4),JerS -flearf , --rs -j:- iftfr,74,,A, - GRJA-(34_, e-r-c_., 1. .ice ,; JrZ__-A& lift IS 5 , ;..,11. Cill. Oi-prd).0 , 1 az t1 16--DATEfrit. INSPECTOR #` - , d'el- % 4I OF SOUryo�`, n - * *; \ - 1 t, _ 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 [CilELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR f.. 3 77 ..i- ,,,,,,,,,,,, ,, -_ i'l, f O . TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES T PENETRATION [ ] ELECTRICAL (ROUGH) [ ] TRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: I A -r �, - - ... tifi , �,, 11 '' 4) 7 -�s (,,Tr, iTte./.._ fieati*c _,,)f- ,. DATE / /6- INSPECTOR ' i ,, ,,,,,,,,, „�OF O P TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: &-rt. .J1C41•6)•••-•1°./ .....0.-xwite/e•0. DATE INSPECTOR C ,,, , Of,14 O\JACV/1 # *1 G 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) A] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -6tdL DATEYVe(iCe INSPECTOR of„, 1,�,�O��,Of SOUlyOlo ;* * =ycoUM`I,t. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /6 INSPECTOR ' • FIELD INSPE .ON REPORT DATE _ c. JT,NTS om ' 'QUI*A ON(1ST) '• - 0,''7 - -. . ., • . . •i:7--.L ,,,.-,-_,2-..q/i.-.4-i-,-„. /6--2:4;:e-e-e-'7-.---j.---7r,ed---e 4fti--;-'%;) Y44 . \th;;AV ,)-4 - elkv- "j:2- .4,,,:...,.,..7," -,. . ‘, . FOtTNDATI+N'(2ND) ?-4'77-41/";+4 0 0"y/%c-,. _ _ :� .%c, 7.,. Z tee. . . ., LeY-oires, : ;#41.--r. .',--F*-.P. 77,-,ir ,64.fri:YeA . ROUGH FRIM& f y ll PLUMBING • , . fifo7'"q. ," .r 9,", 04,1 � �=j G ' • • Mi./5111t ' . ' : _ H INSULATION 1'E12 N,Y. - ' C^ STATE ENERGY COME ,�"e� , . . ' . , . • , t 14" r , ,‘ 94 - ,-.)--. jt... • . ` „ ... -&-L • i , FINAL / // • • � ' � 'De 700' awe.. ,oh X3Y .V. - .rMrw-.�.••++•^,."'-_^"` 44 74q 11� 1 r c/ 671'0 • • ,o og ®6 /tom ',`� --z� ®8 63 4� m . •.� 4 afe___ \ :)-74.,....LiJ r ii i ' - ' ' _L.:;-/-i. .-,/, _ .4 ..e.,.:_‘ (iti c,•e,1_6e.._,t. --i . (a(,. ._._ i : -. - • • .. or- Ash 0A. R )a.?-: -e s -fir}. v. -IA� J •1 l I _ .. P' i e--` 44\1-1d. la• �. • cig;ii, kicict Pit-trvib ,.9-ece,q ‘ i- . . . ) P.3 i281-71`00.. .. i '-wJe"' re-..._‘.1. --.1-71"" . .. 7,f4A.* *-- , ,, ' 6-- z . ft,L,44,ee -..ww4,,,,_-F19--44,2.ftat • ;'' . . 1- 9s1-1(19, 3Vmbr. al+Criiii'P0 • . I, 4 5" J j_I ALA • i'll.l ii..: ' Si. i IJ.4 t11, 1 ' w i ar 4 -/Q�`� AZ 057./6' ,FJ, p , •, ? .71r - . • ., . A. ,.. ., .. .'- . . , --,o / • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL --\►Board of Health SOUTHOLD, NY 11971 , ,,---*--,)4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 . ; ,-.N*--.1 Survey SoutholdTown.NorthFork.net PERMIT NO. ')-)C1-q-9.-Q. Check Septic Form N.Y.S.D.E.C. Trustees • ------ C.O.Application Flood Permit Examinedh,20 Single&Separate -------.4 Storm-Water Assessment Form `Z 11 h Contact: Approved ,20 Mail to:AG,n(,. 1 52 C7-6`kA_ Disapproved a/c ?0 P)cY 0 G q , Pt e_VA i C tiC o Phone: 5((, - 37C -- (g°Is'/ Expiration (1 ,2 20 /,C.- t A... ., l F-„1 L �,; i:2_ - , , , ,i ; i di g {' l\ MAY _ g 2015 l LIGATION FOR BUILDING PERMIT Date , 20 LF INSTRUCTIONS S.— a. This application MUST be completely filled in by typewriter or in ink and submitted,to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work.authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building,Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary --4( (Signature o applica o name,if a corporation) ,c)b..%iz ol-q4, i9g e cvuc fNY /Mt- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises NOR c�1 S2(.1?_ CSW(C. (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. 3..(,6')to - ¢} Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: , SO 0 Li) N 0 X7-14- €O ki-e(°adz' House Number Street Hamlet • 1n '' ° County Tax Map No. 1000 Section 'lz':'' :y;9'Bl c.k' ,`j 'I'''"'" Lot t : .t 'a r %9istk, ,f ��1(Y7. ... Yti;i.Y{,S ii!'ftp Ci dS�., f Subdivision 1 J 1 i Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a d occupancy of proposed construction: a. Existing use and occupancy 110.0- LaAN b. Intended use and occupancy pcopo%.2c), 'sn , kc Lasz. W l &La c( 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4.. Estimated Cost 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 8. Dimensions of entire new construction: Front 53 i -' - Rear 5.3 1 s' ('Thl epth '442'.(n Height jz i ± Number of Stories 1 9. Size of lot: Front .' 1 5 S Rear 1 3‘, Depth 40..--• LIT 10. Date of Purchase dO// Name of Former Owner' Jcu lo(u. a S 2<2.-64.4-c____ 11. Zone or use district in which premises are situated 19-6---' ' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS 13. Will lot be re-graded? YES NO .- --Will excess till be removed from premises?YES . NO 14.Names of Owner of pfemises N.anwSc. )2.A_Address.d ,t ' P&dni�-Phone No. S.A.-37E49Qs ' Name of Architect t\ o�.� , Ou,./-.,e(-7AddressPhone No Name of Contractor 6% 50%11._A Addressed 450y. )lost) Phone No. 1031- g1,05'- a 641 om\d1/4 15 a. Is this property within 100'feet of a tidal wetland or a freshwater'wetland? *YES ' NO ,/ * IF YES, SOUTHOLD TOWN'TRUSTEES &D.E.C.PERMITS-MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOL,--- ' * IF YES, D.E.C.PERMITS MAY BE REQUIRED. ' 16. Provide survey,to,scale, with accurate foundation plan and distances toproperty 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 ) ' being duly sworn, deposes and says that(s)he is the applicant , ' (Name of individual signing contract)above named, (S)He is the . (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. Swor to before me this • day of 20 ) K0 ,,. , • •. `c- l+— P CONNIE D.BU 1 4 1 `l��' NotaryPublic ' S g atura.f,pplicant otary Public,State of New York No.018U6185050 ()waffled In Suffolk County ) Commission Expires April 14,2�r\,o ,SUFrSTORM\WA\T]ER. Scott A. Russell ,.Q , •_ SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YO11971 *---.410-z 't�� �-++++ Town of Southold .-i..L 0" CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) : MAY _13201 - -= ---.. - - - -- - - . .. . DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: • CK ALL THAT APPLY) Yes No 14 (RIP( ik Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 4 J!! l, �I� . xcava+ion or '1. Ing involving more t an 200 cubic yards of material • within any parcel or any conti!uous ar-a. — - ' • ❑LC. ite prepara ion on s opes whic exceed 10 feet vertical rise to • 100 feet of horizontal distance. , ®® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. O - E. Site preparation within the one-hundred-year floodplain as depicted s ., - ::= - 4 on FIRM A-1 . •=of-any-watereou-rse:----- --- poll i jnsta ation of new or resur -.ced impervious surfaces of 1,000 square - -- - a ' 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 Dutric[ f � NAME: ll'^4 @„�S?c 7 �' � Gq B' Section Block Lot �_ "`"..” FOR BUILDING DEPARTMENT USE ONLY'x<{ Contact informatiore 5 t I --3?C-(09 Pii /J Reviewed By- /V� vv ,�1,`l/Vi Date: ' C6—,—/c Property Address / Location of Construction Work: GO �^^ q Approved for processing Building Permit. ® I.G- IVB �Q 0" Stormwater Management Control Plan Not Required. •PeC0S \ C - PI 1 19 - rpcStormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM tt SMCP-TOS MAY 2014 D APPLICANT; - -- • r- _ li rPraFery Ouatr.tic*PrDfesalanal,Agar,C suitor.Otbc.4 S.C.T.M.ie: [ 9 — a'; .. G'�APZ` R 236 NAME: �� c+.,r1 S c tS (C 13 Stormwater Management Control PIan CHECK LIST SedIen Block trot -•�z P -Plan=, o SMC nRequirement: Provide ONE copy of the Bin/ding Permit Appilt:atIon. E a'r`c �. 5 i` 3�x•b motet .- �� * The applicant must provkle a Complete Explanation and/or Reason for not providing ' 5) 1 17.0 }" ";.��`' alt lnformatton that has been Required by the following Checklist! I. A Site Plan drownto scale Not 1Pss that 60' to the inch MUSTT A If yES NO1-41A You answered No or NA to any kern, Pleases Provide Justification Herd :d-tow all of the following items If you need additional ramm for explanations,Please Provide additional Paper. a. Lt�on&Description of Property Boundaries s - - b. Total Site acreage, _ _ - - c. Existing-Natural & Man Made Features within 504 LF. n -M • - n of the Site Boundary as required by §2-i M . 41 d, Test Bole Data]ndi,cating Soil Characteristics&Depth to Ground Water.. MI ®' n e. Limits of Clearing& Area of Proposed Land Disturbance, MIIM,Mi. D f. Existing & Proposed Contours of the Site rtsilnimurnrintervals} P In 111.1 . g. Location of all existing&proposed structures,roads, driveways,sidewalks,drainage improvements&utilities, — �; Er;� l,l n 7.. z 0iiRIF .T res t m h. Spat Grades& Finish Floor Elevations for ail existing& ,— - Shall include but not be limited to: proposed structures. A'well maintained Construction Entrance, Ij 1. Location of proposed Swimming Pool and discharge ring, WI, __ Wire Backed Silt Fencing stabilization 2 j. Location ofproposed Soil Stockpile Are-a(s). 'N, � --edina IA-s of el• -d 4n1.,i,' 1,„ *7-e•5°71 . D k. Location of proposed Construction EntranetJStaging,greaist _ - I location of t ro r osed concrete washout areisi m. Location of all proposed erosion 8 sediment control measures, Mil rte: 2, Stormwa ter Management Control Plan must trade Calculations showing ] DRAY AGE INSPECnORIS ARE Rf)?Ull a® 1 it t the slorrnwater Improvements are sly to opture,store,and Infiltrate on-site the run-off from all Impervious sada=generated by a two a)Inch Ld`� � 'i •� ��K.TOS L IL_0 1 •ea r 0 r L at ,6' -1 '60 bete;, rainfall/storm event, a a,Ptritfill. OR Prr ilellr� IFregirteer's rertiflcaQion up that VIP;fraiDngo hma:hoPrn instg§lichei pry COdP Lo 3. Det i is 8 Seeiinnal Drawings for storm ter'incites are required for approval. LO 1.17 Items reoulrim details shall include but not be limited.to: a. Erosion&Sediment Controls. _ 111111�,�; Cl-, b_ Construction Entrance & Site Access, 11•ilifl_,• CV c. Inlet Drainage Structures (e.g.catch basins.lreircikdtrae , ] d. Leach I g Structures fe.:. Inriit .tton!M I*=W .etc) lattlilltar - ,s, Y.., I:r)R ENG[NEE l3 i)EPA US ONLY ''. r _---------•-..�..-_._.. .—.,^.�_._.. .._._.•_.-. -- _- .-.-• . , I0 Additional Informationis required_ `" Reviewed& tStormwater Management Control Plan is Tat Complete. Approved By: //, IQ Storrrlwater Management Control Plan is Complete. Date: SiV /S 11 `, SACP has been approved by the Engineering Department X4iii 4 * S i' Check List -TOS MAY 2014 -- I ki'Ti''-Ai'0 �'�0 SOti, - ��o� t Town Hall Annex * *t Telephone(631) 765-1802 54375 Main Road y ,�.,f�ax(631)765-9502 P.O.Box 1179 G Q �� roger.richert(aflown.southold.ny.us Southold,NY 11971-0959 11 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: i4d Date: Company Name: Name: License No.: 9c1/atty,„) EAddress: / Ate 4,16d //7. 3 / Phone No.: JOBSITE INFORMA .ION: (*Indicates required information) *Name: *Address: 5"'cdppa A ode_7"�/ D/-- (4//e. ve) / eoJ/6 *Cross Street: kee�c7 /quiz %gjsJE. *Phone No.: / Permit No.: t }''/?9 Tax Map District: 1000 Section: 4 9 Block: eV Lot: /3 *BRIEF '' DESCRIPTION OF WORK(Please Print Clearly) �} G�-�/ Alta.) . eoeth . Cc1/ _ cNied 4Qpipt.d/et/do-As. (Please Circle MI That Apply) *Is job ready for inspection:, YES 0 Rough In Final *Do you need a Temp Certificate: / NO Temp Information{If needed) *Service Size: Phase 3Phase 100 150 200 300 350 400 Other *New Service: -e-conne Underground Number of Meters Change of Service Overhead Additional Information: PAY NT DUE WITH APPLICATION "74- PAALL /-6/P L._ kTCV . ci4 82-Request for Inspection Form N Town Hall Annex i 4' -- • Gy z Telephone(631-1802 54375 Main Road ! o i Fax(631)734-9502 P.0. Box 1179 t Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OFUTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED . • WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION , Date: 5— s-— 1 - . • Owner: K1 6 11 C U' SZcZ:� �. p t nn .7 „ Location of Property: ' S O ':Q l G' .,,(J (Lk (ZO C2,() 'Yee()ti r c_. . Please take notice that the (check applicable line): , ✓' New residential,structure ' ° - .. Addition to existing residential structure . Rehabilitation to:an existing residential structure ,-'y: to be constructed or performed at the subject property reference above will utilize (check applicable line): . , . _ _ Truss type construction(TT).: _ . • Pre-engineered wood construction (PW) ' . Timber construction (TC) - in the following location(s) (check applicable line): H Floor framing, including'girders and beams (F) - Roof franing (R) _ • Floor and roof framing (FR) i Signature: `h (A/Y1A ( d �•_ Name (person submitting this form): ) c ,- o a mob _ ` " - . Capacity(check applicable line): - - ,/ Owner • . Owner representative TrussResRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED_ ROMAN ALPHANUMERIC • _` PANTONE -DESIGNATION OF`CONSTRUCTION (PMS)#187 ;a ' ' TYPE BASED;ON SECTION 602 OF THE BUILDING CODE OF NEW _ YORK STATE 2 MIN. - REFLECTIVE WHITE • , 112" STROKE . ..-. . ..-• -------------------- •.- ..-•DESIGN-Afii-ON—FOR-S7`RUCTW AL __........ — -- — "— — , ac_ , - _... ,-C.OMPONENTS THAT ARE OF - : - . • .. TRUSS CONSTRUCTION - • — ••• "F" FLOOR FRAMING, INCLUDING - GIRDERS AND BEAMS, , - ' . • "R" ROOF-FRAMING _ "FR" FLOOR AND ROOF FRAMING - TRUSS IDENT1FICAT1ON.S1GN . • C OIV UANOE WTH 19 (WOW PART.12G51 . -. wrToscaE - . ' • cDDEB.DIVISION E AM LE TRUSS IDENTIFICATION SIGN DATE:03(08/2005 . ,• el���j• ••t NEW YORK STATE DEPARTMENT OF STATE -.•.�-:f ; - DIVISION OF CODE ENFORCEMENT • ..U!Tr^r ,DEPhTMENxTT : AND ADMINISTRATION • .'.. :;, .ati ua k ;,i..a rev .:rte:!•+ 'ri<".Y. ...4r+... •;•.v... s•tr\. .7_.•'A• .sg.4'.r0 't.•'c `'die. 3.'t Y•. . *) I i0- - 69 - V /S TOWN OF SOUTHOLD PROPERTY RECORD CARD / 4'2/ OWNER STREET 0 VILLAGE DIST. SUB. LOT JVeia A/4116.9 5504 2`0 1rq I;i '•/:C M ` - , ' Ses-44 Vi c ,/CV \S., rFORM R OWNER :l N E s z c.2. 7--/r--/9- ACR. /1fhara it. Szczo /1i0.6 / �o �// // / S W TYPE OF BUILDING . Te%(:)/ �i"Z NI)(t /c n C_ e . iv,c /4 Zes RES.1 SEAS. VL. FARM/jd " COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS egroZ,`%FiPa•v, Ok?/At'.' 1 10-ssPss;Ha pf'd7/,x.41 g //.4/.� ..../6 o d(9 02-/g--F:2- 6 l=-V IS-- L. I/7 ) p llv-4 -1\m� izs 651-1 N/c.. i1 z-q/1-L- 1z478c g g?- Sze ka 1-6Sz Gzd N/� r� 7orLJ -6-13( ' p c a---A_c__, . PJB , - Ka L Dl Iq , 1'9-7� r q3 RA.A.P4 cam- av IAA... N-...________12, -IN Tillable / ty(7) 3es--c, _ 442_6 FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total 221. 11111111111111111111111111 1111111111111111111111111111 1111111111111111111111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/09/2011 Number of Pages: 3 At: 12:29:38 PM Receipt Number : 11-0134512 TRANSFER TAX NUMBER: 11-09364 LIBER: D00012678 PAGE: 999 District: Section: Block: Lot: 1000 069.00 04.00 013.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCRG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies ' $5.00 NO RPT $30.00 NO Transfer tax $0.00 NO Comm.Pros $0.00 NO Fees Paid $350.00 TRANSFER TAX NUMBER: 11-09364 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 1 i 2 RECORDED Number afpages 2011 Dec 09 12:29:30 Pit JUDITH R. PASCALS CLERK OF This document will be public SUFFOLK12678Y LDp record.Please remove all L 9 P 9999q Social Security Numbers 011 11-09364 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording I Filing Stamps 3 I FEES Page!Filing Fee ( /z, Mortgage Amt, ,/ 1.Basic Tax Handling 20, DO 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. "'- � or EA•5217(County) Sub Total or Spec, EA-5217(State) _ TOT.MTG.TAX R-5217 �J1I . tin Dual Town Dual County • '` Held for Appointment Comm.of Ed. 5. 00C Transfer Tax Affidav' ",.-h1 Mansion Tax + ( The property covered by this mortgage is ertifled Copy or will be improved by a one or two NYS Surcharge 15' 00 Sub Total family dwelling only. YES or NO Other Grand Total If NO,see appropriate tax clause on page M of this Inst` ment.'t1 4 Dist. 1 11026546 1000 06900 0400 013000 0 5 Comm unity Preservation Fund PTS 0 Real Property REmc A Consideration Amount$ Tax Service Agency S DEt CPF ax Due S 0 Verification r - - — -- --- -- -- Improved Satisfactions/Discharges/Releases List Property Owners Mailing Address �f d RECORD&RETURN TO: f Vacant Land+. MARCIA Z.HEFTER,ESQ. ESSEKS,HEFTER&ANGEL,LLP 108 EAST MAIN STREET Ti) F.O.BOX 279 TD RIVERHEAD,NY 11901 Mail to:Judith A.Pascale,Suffolk County Clerk 7 1 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov(clerk Titles 8 Suffolk-County Recording & Endorsement Page This page forms part of the attached DEED made by: (SPECIFY TYPE OF INSTRUMENT) BARBARA A.SZCZOTKA The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHHOLD NANCY SZCZOTKA In the VILLAGE or HAMLET of PECONIC BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING QR FILING. (over) I Jr 4 I Standard N.V.B.T,U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Arts Umfonn Acknowledgment CONSULT YOUR LAWYER BEFORE SIGNING THIS INSfRUMENTh IIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 29th day of November - ,2011, BETWEEN BARBARA A.SZCZOTKA,residing at 190 North Road,Peconlc,New York 11968 party of the first part,and NANCY SZCZOTKA,residing at 3100 Ackerty Pond Lane,Southold,New York 11971 party of the second part, WITNESSETH,that the party of the first part,in consideration of ten($10.00)and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly side of North Road said point being situate 1,230 feet more erten as measured southwesterly along the southerly side of North Road from the intersection formed by the westerly side of Bowerly Lane also known as Ackerty Pond Lane and the southerly side of North Road; RUNNING THENCE from said point of beginning South 42 degrees 06 minutes 03 seconds East along land now or formerly of Theodore Szczotka and Barbara Szczotka a distance of 430.47 feel to the northerly side of the Long Island Rail Road; RUNNING THENCE South 47 degrees 01 minutes 20 seconds West along the northerly side of Long Island Ra Road a distanced,143.10 feet to land now or formerly of Robert D.Bums,Jr.and Catherine Bums; • RUNNNING THENCE North 40 degrees 26 minutes 40 seconds West along land now or formerly of Robert D.Bums,Jr. and Catherine Burns and along land now or formerly of Steven Romeo and Nancy A.Romeo a distance of 471.11 feet to the southerly side of North Road; RUNNING THENCE North 64 degrees 21 minutes 40 seconds East along the southerly side of North Road a distance of 135.0D feet to the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated June 14,1995, and recorded in the Suffolk County Clerk's Office on July 7,1996,in Liber 11732 at Page 164. TOGETHER with all right,title and Interest,If any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO NAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the partyof the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose The word"party'shall be construed as if it read"parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF Barbara A Szczotka State of New York,County of Suffolkss: State of New York,County of ss: On the 19 day of t pLat^P.IT'1C.4 'n the year 2011 On the day of In the year before me,the undersigned,personal}appeared before me,the undersigned,personally appeared BARBARA A.SZCZOTKA personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is satisfactory evidence to be the individual(s)whose name(s)is subscribed to the within instrument and acknowledged to me that (ere)subscnbedto the within instrument and acknowledged tome she executed the same in her capacity,and that by her signature That he/she/lhey executed the same in his/her/their capacity(ies), on the instrument,the individual,or the person upon behalf of and that by his/her/their signature(s) on the instrument, the which the individual acted,executed the instrument. Individual(s),or the person upon behalf of which the individual(s) eat acted,executed the instrument. • (st nature and or.,of i -'duel(aging acknowledgment) (signature and office of individual taking acknowledgment) MARCIA z Ferrol Wary Pubic, E lb k O talifed In Suffolk Cotr>trniss)on Egtrea JI.M0t4 TO EE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE Stale(or District of Columbia,Tem'tory.or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved tome on the basis of satisfactory evidence to be the individual(s)whose narne(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the sante in hislherAhelr capecity(les),and that by his/her/their signature(s)on the instrument,the Individual(s),or the person upon behalf of which the individuals)acted,executed the instrument,end that such individual made such appearance before the undersigned in the In - (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) SECTION:69 BLOCK:4 BARGAIN AND SALE DEED LOT:13 TOWN:Southold WITH COVENANT AGAINST GRANTOR'S ACTS STREET ADDRESS 50 County Road 48 Peconic,New York Title No. BARBARA A.SZCZOTKA TO Recorded at Request of • NANCY SZCZOTKA COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO: Distributed by MARCIA Z.HEFTER,ESQ. ESSEKS,HEFTER&ANGEL,LLP \�:tw 108 EAST MAIN STREET monwealth -,.. P.O.BOX 279 COONWEALTHLANDTM.EINSURANCECOMPANv RIVERHEAD,NY 11901 BM RESERVE THIS SPACE FOR USE OF RECORD1NOOFFICE I t PLEASETYPE OR PRESS FIRMLY WHEN WRITING ON FORM • INSTRUCTIONS:htto://www.orps.state.ny.us or PHONE(518)473.7222 FOR Cl.SIMS C USthe ONLY 1117 A B .BWIS Code `!I (1�.� REAL PROPERTY TRANSFER REPORT f.. STATE OF PS2111 TOSS �I I STATE WARD CP REAL PROPERTY BERMS C2.Date Deed R.m,dd IP ga,' / �.G I M' '`' 1 { Q RP - 5217 C7.Book I ! .d/17,6 CC Paso I T r N i t.9I ti.- 9!-6• .1,x:17e..WI PROPERTY INFORMATION 1 I.thapaty I 50 1 County Road Route 48 I Locution /�'�ET'Al.rts. wont tau.L Ii Southold) 1 Peconic I 11958 I OR taAe. ...War r-cao. L4rew I RS czotka I Nancy I Nunn. 11413T PAW/WARM hot 51.121 . I ENUM t retie I Rani I ASE 3.Tax lido=whin cubes Tat flat Tato he we 113ktg If otter then buff Mims lar Wood fool I tAelrwr.t:Nswr. I 1M-raw( I Addros soar nook.Aa .ittuWl I Dn..IToea I rim I amend I a l Made the maim d Au.nrnaR COW E PN of a Puna heart ea ffiey ago Roll parc.btrnuternd an 1h,dead I L I i of Nandi OR 0Pert of o Parcel UL I4amsg Batdwire Bubt1l.Ylon Atrpxady Edge 0 5.Deed IL SubcFivan Appm.d m e Remind to Twofer Ta rrcomar I �J x I c� I rad io-a6 1. 4. 0 I .Pard Ap xousd am n Sub:30O nth fdep Prodded ❑, Sim Lw I Szczotka I Barbara A. I lla>• LAST Mui,W.M iV nal auw I OM ww•rrowat. I duet rotI 7.COO Cha box below which creat.setaarly dwol.s ala me of Thu papery•1 the tkne t ett tarok Ute bone hobo 0111.18001v A Owtvaldp Tope fe Condominium 0 AOno Famlh Rendariid EAgrkuhural i Oonntxady sump I.tlewCoraUut3bn m Yams Lad R 2 or 3 Family Rsddadid F Cammordal .1 Ind_nial 101.Poorly hood OLIO m Aurtoaccul Moo 0 C fioskkmlal Too Land 0 Apirbo tit K PublicL Dayr (Novice 1mwaled■dkaw b h dndda oq ❑ D Nar.Resld.nr.l Otani Land H Entombment 1 Amusrreni L Pant rut the moody le In an Aplwihod Mild 1 SALE lNF0fB4ATION l is.a,.%one or mers of tea.s madam so oppreabls to t5.rwkr: 11.fide Co.dratt Dote NIA I / / I A X Salo Donavan Roueser or Connor Rifadin, cams' Lae Tea B Ste Emanon Related Canonise or Putnam heathens C One d the dream i.cite.Pth 12.Dar of Sao I Transfer 1 11 / 29 /201 1 I D Rotor or 9dar h Gar-nment AQmay or Lending ktul tion Wb bar Yea E.... Deed Typo tet Winery/or Bag.Itt and Sol.LSpodb Babel F^ Sda of Fractional or Lass Cleat Fee Ow=(Spacey Relol 18.Pull Sidi Prig 1 . . 1 r 1 0 B . Q I G Sgdieem Chsa pa it Property BTondorean Tondo Situs and 9W Dae. ! 7 e H_ Siad Nemo is World in Sal.Price dii Sete NMc.le Os total-mount pall for ere tamely Included pantonet ptnerty. 1 _ Other;Jamul Factot.Annan Salo Pere Opodfy WOO nth payment tory be in the ham of cerk other papacy re Iaada of the ueumpion of 1 None mortgagee or other ohlirsdeM.) Plaug mead to rite mew Mots Misr sincunt 1l.helium'the Wan of pawed 1 0 0 0 1 promo,Inghtded In Cha ode 7 ! a )ASSESSMENT INFORMATION•Data should reflect the latest Final Assessment Roll end To BW 1 IL Yea of Aeasawtav»Rea lmm2 024Id117.Tod A.a�d Yin Id MI perish In tram(A1 I II ! ! 4 0 01 -Meth ammbntaAeo 1L Prepmq Cant 11 .3 • 0 I-LI 1L Won DYIIet Dino I Southold I NA To Mop Idetfs.Asf I Roll ldwttaadd 01 mo.111.111 gym.11aalt iMt.rtes=mime k1sn1TisrW I 1 1000 - 069.00 - 04.00 -013.000 I 1 I I I I I I CERTIFICATION 1 I bol,Wet al of the kens et Yrora.elkm entered no SO flea re frwe and slurred Ito de hat of my knnmlcstte.d kWo%ad L eadentad totes the tusking of imy ward Ikke stalaoot of ta.ssrbd Eat bids will dtleet roe to the prodding of the caul Yea rebate is We=Oft mad Mop of ease tesinentats RUM' Ig[YE heir RNEY 1 11/29/11 Hefter I Marcia Z. annonIAtuea Narte czotka DOE 1...i..1•14 R.11 NA! P.O. Box' 294 631 I 369-1700 emit mum Mal AMIE Carina VIto .u.wor rxrn*r sumo Peconic I NY 111958 I oty an 41,. Mit he tom SELLER NEW YORK STATE COPY mfi t�� 4e164-4-11-I 11/29/11 eaau*tmAnnebar6ra zotka anti COUNTY OF SUFFOLK JgiA STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS PHILIP A.BERDOLT GILBERT ANDERSON,P.E. DARNELL TYSON,P.E. DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Applicant Name:Nacny Szczotka Project Location: Peconic SCTM# 1000-59=04-13 \r, Date: 12/23/15 b9 l, `I I 171 15 11] APPROVED 61.0c, DEPT DEC 2920 DISAPPROVED MVP\ n APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the County right-of-way. By: CD---(="). William Hillman,P. E. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4150 12/18/2015 08:49 6317656641 SOUTHOLD TRUSTEES PAGE 01/02 luec. 14. LU Ina j; Vl'M b: 3. /656641 SOUTI•IOLD •T US S N0,4456 P. 1' e1/01 /2(11 1. 22 l • TOWN/VTLICTa-oF � v 14 <742 ; ADDRESS M 2O &d cb. 4 '• y BUILDING DEPARTMENT �h��pQ�o • • • DATE: Id - L, 7.10 F1L SUFFOLK COUNTY DEPT.OF PU LTC WORKS COMMISSIONER • 325 YAPHANK AVENUE • • YAPHANK,NY 11980 i1r{-rru1 PER Irk r-rs rigor'~ ro9 Dear Sir, • hi accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York.thin Is to notify the Commissioner of Public Works of the County of Suffolk that Name&Address of Applicant IV & n • P• 94 P Mk) 5 0 .eu voli4 ff kk.A 01-4 oc,, • hes applied to the TownNjFlkb. ,1; A'..+' J.N\ G _ fbr the inuance of a • porrnic In reference to property located on the: NO E W side_Q- N 613411 AA 5(9 C.R. CAC, • Dfetertom - -� a } — N S E 1 cL ( ►-g Village • �.e.CGMc...• Town []} ,�I01 ne ghawn on the attached Aurvey Or site plan(3 copies needed),dated I I i,&JJD I We shall withhold further action on this application for ten (10) busine®s clays fbr the aforementioned Section 239f. Very Truly Your, • • 1 • • , �/ �uildin$Inape•• for Building Permits Only • Date: APPROVED/DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant td the General ' Municipal Law subject to the stated conditions: • • SUPTOLK COUNTY DEPT.OF PUBLIC WORKS • CFIAARLES-J BARTRA,k.1~.,CQMM1SsrONEI. • y,. RICTIARD J.i:.AVALLE,P•E. • , • CHIEF ENOINB R • :1 �. a', j + cINAL, cols-rpm-noN oF lieu) '®ig've Y t i5-r M - rhe. IAA IPim ufl R UtP ea*s of -row s4 R11346‘)/1 S1PEGiF/6/9TI q5 SITE PLAN FOR 9 NANCY SZCZOTKA PAGE 1 OF 2 SURVEY OF PROPERTY co -O x948 SITUATE 0 o�ERN�� PECONIC\). �� v� QP�E��po y- �o\l'A- \° ' TOWN OF SOUTHOLD 0O,�*P ,E�` �3�,0�0 � 5 �G0- y04 SUFFOLK COUNTY, NEW YORK s ' j' L' S.C. TAX No. 1000-69-04-13 0.\} - 1,1,...‘ 7�O SCALE 1"=50' xNp'� *-Ado G- \O JANUARY 23, 2015 �,`� G� �, w"� o APRIL 21, 2015 REVISED PROPOSED HOUSE gS�"'N 4� \ \S, oo� AREA = 61,540 sq. ft. r`GO S ,t'I � .�� \ c: ' \,\ O � t� �yye 1.413 ac. °eo� , 0,a �`'\,, CERTIFIED TO: �� ;_ S�cg�o 0 Qoo ULSTER SAVINGS BANK `(-.0,_) "` -<- o. oEyyFIDELITY NATIONAL TITLE INSURANCE COMPANY m p,?-7/. �, / ogTITLE No. F15-7404-204679-SUFF Sl ��� {�.;G�. O 43.9 CC �Oo 'P y 9Q TEST HOLE DATA 7>,c, E� °0 '� 'cy (TEST HOLE DUG BY NATHAN CORWIN L S ON JANUARY 23, 2015) 0' VQ,, ��a. 4 C(P �CeP �� D 05BROWN LOAM OL ' s GAF 0�-( , ASC PG NC��20 BROWN SILTY SAND SM ` 4 . ,,4 's, O�0 O /y9j�P 20 J' a a, Z, C)` a 0*,(�qF� D'0,c,,,,` 000 r 4 �QO����'!�����,0�� ,� '11:VC' fa a PALE BROWN FINE TO COARSE SAND SW 0 OPO� �P `���y •�6'4, d a V \ of r-� oP \ \. 10' 435 J�� 0� \\��\i G4' X (J� \ \/ O3+F 0�q\`� \\\/\\\ PALELBROWN FINE SO O TO MEDIUM SAND SP O c. ,`1 Q0,, 0 y 45 1 / 442 FOJ�/ - GO O� GSF I+ . 't AGB 2c 4. O4o�+ � . 0 -..1'. a O Fs itigzi.O O 5r: A.s...) ,S,V •'7, CD / ei'<e- �O� 40 9 e- 6,94° o '.\,'\2 DRAINAGE SYSTEM CALCULATIONS �P Gp�P �� ROOF AREA. 2,000 sq ft 1,900 sq. ft X 017 = 340 cu ft O 340 cu ft / 42 2 = 8.1 vertical ft. of 8' dia. leaching pool required V PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS / PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS ; ) DRIVEWAY AREA '2,100 sq. ft. 2,100 sq ft. X 0.17 = 357 cu. ft 357 cu. ft. / 42.2 = 8.5 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia X 10' high STORM DRAIN POOL WITH OPEN GRATE APPROVAL OF STORY ATER - • •GEMENT CONTROL :vhil - Cod; ; 6 PROPOSED 8' DIA. X 12' DEEP DRYWELL FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: !;o) EROSION�SE®111AENT CANTR®�; � r Shall include but not be limited to: Date: .� 4 AWS well maintained Construction ntrance, Appr 1y :.' �r1 I% Wire Backed Silt Fencing,stabiliz • ation& Seeding of exposed and/or inactive soils. PREPARED IN •."DANCE WITH THE MINIMUM STANDARDS •' ' E SURVEYS AS ESTABLISHED BY THE LI AL AND APPROVED AND ADOPTED FOR SUCH USE -1TH19N STATE LAND TITLE ASSOCJ..'AFI DRAINAGE INSPECTIONS ARE REQUIRED A F,�p�s®� ,.e� Contact TOS Engineering at 765-1560 before t�� lb \ NOTES Backfill,OR Provide Engineer's Certification ..p 1- `•i 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM : EXISTING ELEVATIONS ARE SHOWN THUS. 40.0 that the drainage has been installed to Code. . A ice' Z - EXISTING CONTOUR LINES ARE SHOWN THUS ----40 �A'2.1.-'464..441z 2 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. Yrs, . 1 i 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP ` t 3 MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA ', �' , 7 1 POOL; 12' DEEP, 8' dia. t7 i;� /pY S is No 50467 • PROPOSED EXPANSION POOL UNAUTHORIZED ALTERATION OR ADDITION �Da �. �'.� - TO THIS SURVEY IS A VIOLATION OF' SECTION 09 �v,,,,�, PROPOSED LEACHING POOL EDUCATION 72LAW F THE NEW YORK STATE Natha '? ,/�,'''toc(S`T resin III 177 PROPOSED SEPTIC TANK COPIES OF THIS SURVEY MAP NOT BEARING V �Q ,i `/ THE LAND SURVEYOR'S INKED SEAL Land rveyor 4 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD EMBOSSED SEALEALSHALL NOT BE CONSIDERED OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 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 ;ib-01 2 SITE PLAN FOR STORMWATER MANAGEMENT NOTES- NANCY S Z C Z O TKA 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING PAGE 2 OF 2 + AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. DETAILS , 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF PROPERTY A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT boil!' AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. "" ' "'I SITUATE THE SCREEN E AD REPAIRED D FUNCTION,ON AND UNTIREPLACED OFTENASNECESSARYTOENSUREPROPERFALL W/6'WIRE MAX SUPPORT FENCE SPACING 110!'"1111i1111ji11111j/"01101111'01 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTSX111 :::1::n111/1110,01100000000n" PECONIC TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE 1111111;;;;;P;;;oI;000;;;o,o1;;;;;111;pj1;1j1;;111100'jljl,' TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE /111j11A1jj1111�jiiio�piA1011 oop �pv�jpi111j1111111• �?• ' ' SCREEN IS REMOVED. 1 SUFFOLK COUNTY, NEW YORK 01100010111p11oIj11011111011111j1111111 . 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 0101110001110001100000011101 011 Ul OI :•- FLOW A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 0111ji110100001j0111j11111111101111 S.C. TAX No. 1000-69-04-13 X110100111111 11111 1111 111j11 �' `- NOT TO SCALE BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT j11II 11j11 Illlla li SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 00/0.011 poll. • •`/,' , — +. • SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS 11111110�1jllll-. ,. , ATTACH FILTER FABRIC SECURELY JANUARY 23, 2015 .001.0 TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 1111 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES /��// /%//%/ I /\/////\// SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED � '\\/V/ \� SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT TO SCALE 50' MIN 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. / OR TO BE SUFFICIENT TO 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES. SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO W KEEP SEDIMENT ON SITE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER F HAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED a f SILT FENCING SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF—SITE TRANSPORT 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS W OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF o I \ ' FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) w 'may 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST Q I g SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW0 r IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW HAY BALES 2"x2" STAKES I FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, r — — , (TWO EACH BALE) Q WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING COMPACTED PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \� \ j\�.\�.� S� BACKFILL DRAINAGE ri AND GROWTH. // // // /// ,,,..AtINLET -HAY BALES AND/OR SILT FENCING 1O. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA z j\\///\\ • /\\/\� VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER / //� T r THAN 1 SQUARE FOOT IN SIZE. � \/ /\ ,� PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR a �\ /\\/ 4" X 6" TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /K\. / W/ COMPACTED V V OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH — —,,t— OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION TRENCH DETAIL EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. ) HAYBALE BARRIER CO INLETS — ROAD (NOT TO SCALE (NOT TO SCALE) I -HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION ENTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS COMPACTED 3/4" STONE BLEND REGRADING & VEGETATING DISTURBED AREAS. OR NYS DOT APPROVED R,CA SHALL BE DRY AND STABLE. - FILL TO 18" MIN ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. -€18.40. LLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROS• Sfi O1TfON' m PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT V,. ' *, STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) r ��i,� r 0,s� :° APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY`COM TR,UCII CE AND REQUIRED PERIOD OF USE 2 (NOT TO SCALE) 7 N(1T fi0 .c� ' SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) J( ` S a OR 6"THICK REINFORCED CONC COVER r� 1 FINISHED GRADE ! 3Y x * I STABILIZE ENTIRE PILE 7'—G" i'� • WITH VEGETATION OR COVER 8"TRAFFIC BEARING SLAB 1 (max) U. 1 � — PIPE FROM ROOF GUTTERS j'dr°z'=1..✓ CRUSHED 3/4" - 1-7/2" STONE LA (j K..°4 to`°�'� ' ALL AROUND N.Y S Lic No 50467 L \ \L \L - ' Io LEACHING RINGS * \k \k \b \It \l/ a'-o" .. , i . ,,,,_ r \fr .li \fr , \,/ \li \li .li . REINFORCED PRECAST CONC Nathan Taft Corwin III NI3'-0" 400D PSI 28 DAYS (min) W 4'y -(min) IIIIIIIIP \l/ Land Surveyor � �� - - - - III E Successor To Stanley J Isaksen, Jr L S Joseph A Ingegno L S STRAW BALES OR SILT FENCE GROUND WATER YLayout Title Surveys - Subdivisions - Site Plans - Construction La out PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS i. A' ( SCALE)NOT TO 1586 Main Road P 0 Box 16 ,i Jamesport, New York 11947 Jamesport, New York 11947 1 Nn-(111 1 4 .i SITE PLAN FOR NANCY SZCZOTKA PAGE 1 .OF 2 SURVEY OF PROPERTY �,�0-,9 �0 x0 SITUATE JPCP \� o��N�p,,R�; Zia' �,P%��c,� ��� — P E C O NI C -:,,, C)� � s`�6 Odo/ PPJE�oO 1'' �0\IA 00\k TOWN OF SOUTHOLD .F- \� o�0• 5 'cO,�0: 4, SUFFOLK COUNTY, NEW YORK `s Q's 9 S.C. TAX No. 1 000-69—04 �� SCALE 1"=50' LT x �+ p,0 \ 6'O '\yon JANUARY 23, 2015 �o5� �N ,� �e ' y . CAO 'c‹.‘ ,goo\' AREA = 61,540 sq. ft. 9J1 -. << �Ao ods 1.413 ac. ppb, %9,) . • S� O \\ V�~J' \ �` A3 6 �� EZ epO� 5 A �Ai , / ��O !tc� , X43.9 fan V3�, c STA �O resl6b< ./,f� cAcy ��y y� (TEST HOLE DUG BY NATHAN CORWINST HOLE AL S ON JANUARY 23, 2015) e tC. �+� /��y �O %,,, ^-� _ O 9 DARK BROWN LOAM OL 7 ( -r/�, ,I ^�-' GSFS O4.�O,'CI� N ////// D 5' D &A t.1 BROWN SILTY SAND SM ° Vit, ,. n4J, ° n 49r 29.,;-4.,0,.., L'' / FP ° a ° D A 0'Q� •• • E�G� 4 �'C,,p-��O FF`2 v °' PALE BROWN FINE TO COARSE SAND SW \ Y. Q b lynF • d h 0',)0O�� of • ��oS� ii 5x PQ���Q ��U� 11b0 TOPALMEOBU M SANDESP y`Po F2 2,f 7' '-r� 0 C c�'4, 1 Q^^ , t/ p QOJ,P.E4. •7.).. 45 7 • ` „ r 442 63+C O r v, . N C's, 9 + 7 `S• �,1 %-(<(, c�F O�v� . 1fy r` $9 9G� .r r s y1 �S •A0, FP yFs t� O �O ,,0'; 40 9 DRAINAGE SYSTEM CALCULATIONSepo\' 4s' �� ROOF AREA. 1,900 sq ff. 4 1,900 sq. ft X•'0 17 = 323 Cu ft ,, `0 323 cu. ft. /.42.2 = 7.7 vertical ft of 8' dia leaching pool required Y PROVIDE (2) 8' dia X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS. i ' DRIVEWAY AREA: 2,100 sq ft ' 2,100 sq. ft. X 0.17 = 357 cu. ft. 357 cu. ft. / 42.2 = 8.5 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia X 10' high STORM DRAIN POOL WITH OPEN GRATE _. PROPOSED 8' DIA X 12' DEEP DRYWELL FOR DRIVEWAY RUN-OFF ARE SHOWN . .,n_.... '- SUFFOLK COUNTY DEPARTMENT CONSTRLIC�'lOP�FA`A ' EALTH PERMIT FOR APPROVAL,OF SINGLE FAMILY RESIDENCE ONLY r6ORDE MINIMUM P /� ® ��p0,+1„E� URESTABLISHED ��• I !915 'A'N61 RQV ND ADOPTED 1.,1.S�REF. LLLV .ssyOR STATE LAND fill►PPR® FE �4U ®ESR+ *.c, FRS RATS O: APPROVAL „-.. . 771NOTES ®.I AXIMU �OF , ,4z ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM — ����������y�V��1E�?EXISTING ELEVATIONS ARE SHOWN THUS• 400 G. 1 '�`�(� �EXISTING CONTOUR LINES ARE SHOWN THUS ----40 - :47 2 MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HODS , 00 GALLONS. 1 TANK, 8' LONG, 4-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.1 POOL, 12' DEEP, 8' dia - NYS Lic No 50467 Q PROPOSED EXPANSION POOL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF , PROPOSED LEACHING POOL SECTION 7209 OF THE NEW YORK STATE Nathan` -'ft Corwin III �CC/ EDUCATION LAW F i PROPOSED SEPTIC TANK COPIES OF THIS SURVEY MAP NOT BEARING THEMLAND SEAL SHALL INKED SEAL OR SI Land Surveyor 4 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD EMBOSSED SEAL SHALL NOT BE CONSIDERED OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TO BE A VAUD TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS t' 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 13947 .Jit)-01 ! _, - - e R, •1 r , .d 1 SITE PLAN FOR STORMWATER MANAGEMENT NOTES 1 NANCY S Z C Z OTKA 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING , AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ` STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OFEXTRA STRENGTH FILTER FABRIC ' POST (TYP.) SURVEY OF PROPERTY U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT Ii,,,,, THEAND SCREEN SHALLRBENCE SHOWN MAINTANED,ON THE EPAIREDPANDVED REPLACED AS 10' MAX O.C. SPACING ����„::„::;LANS. ;;:::::::ii'I', SITUATE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL WI WIRE SUPPORT FENCE Ij ,p.::;o:''ii::1:::::;.111"'111” PECONIC 6' MAX. 0 C SPACING IIIIIIOIIIpiplpi��pPpA:p.0 Orp°:A'j°oi• DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/O WIRE SUPPORT FENCE IpU011piil�pii'pi'��io'ip/ini j1�i O UIIII�IIII/IUIIII TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 7! e . TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE %111111111111111l11111111111llllllWINO:111111j/1111 IOW i? °y am SUFFOLK COUNTY, NEW YORK SCREEN IS REMOVED. 111011p0inpii�ipipipopll1001111��1j1110111 `�� 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 1111111111111 1 S.C. TAX No. 1000-69-04-14 1111 111 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 11111111111001°0161001,111110111,1i 111,1111 111111glllllll FLO W III 101 1111 . --� ' �— BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 11111111111111111j11111111111NOT TO SCALE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ji010��1111j11 01101111 : '1if . �— SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN, AS IS 1111111111 • , • • ATTACH FILTER FABRIC SECURELY JANUARY 23, 2015 1111111, TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 11111 \ \ \ \\� I OFAREASBALE LE ISPERMANENTLY 3 A4 MONTHS.VEGETATED. NTSHE TRAPPEDGE BYUTHEUL LIFE BALES //�\\�/\\��\\�/\ I \/\/�/�\ � SILT FENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \\/�/ \ MIN so' UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT TO SCALE ' / OR TO BE SUFFICIENT TO / 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. — KEEP SEDIMENT ON SITE 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MI -HAY BALES AND/OR 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER w SILT FENCING ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED g ' 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL' NOT ALLOW OFF-SITE TRANSPORT. o \ 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ,,, - OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 0 q� FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) p \"s 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST Q ' z SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 0 FLOW - - HAY BALES 2"x2" STAKES ��� N IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF f— e`� FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, , — — , (TWO EACH BALE) // WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW 4 VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE /// TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 1 j\v\\ j\\j\� SzOp `d NLEIT AGE I HAYIBALES AND/OR AND GROWTH.V // // //\//\/ \ G 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA i i\/ - / / / VEGETATIVE COVER RARE OOT HNI CONTIGUOUS UNVEGETATED AREAS NO LARGERTH /E. \�*\\�\\, ` T T PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR IN / / / 4" X 6" TRENCH V V SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF ‹\. / W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH —i— OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION ~ EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. HAYBALE BARRIER INLETS ROAD (NOT TO SCALE) r (NOT TO SCALE) I HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION ENTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FORCOMPACTED 3/4"STONE BLEND 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR NYS DOT APPROVED RCA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. - FILL TO 18" MIN ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDEGRADE TO ALLOW FOR DRAINAGE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORARY CO�LSTRUCTION ENTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TO SCALE) AND REQUIRED PERIOD OF USE. •2 (NOT �.Q� ) 8" TRAFFIC BEARING SLAB, CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) ,G OTH ,_ LE SLOPE OR LESS OR 6" THICK REINFORCED CONC COVER •rZ`" - --- STABILIZE ENTIRE PILENL, I FINISHED GRADE' 1'-0" 4.,t" j, {{ WITH VEGETATION OR COVER (max) ;� c® i$ 1 (Fn i _ ��7!/ - Fn � PIPE FROM ROOF GUTTERS -T �e i, �. p ®�1 .I. J/ 8.-0" . Z I 1 Q-.a.ff''' h-+, y , 1 4 t`! 1 `V `V `V `L ` CRUSHED 3/4" - 1-1/2" STONE < ! 'y 1 „y }4v pir • ALL AROUND .� N.Y S LIc No 50467 "V "V 'V ' 'V I t d LEACHING RINGS ��; "" 7 li\Vill \l/ * \l/ * ' "V 'V REINFORCED PRECAST CONC 4000 PSI ® 28 DAYS Nath ' Corwin III 3�_0,. "V "V 'V 'V 'V (min) 4'y f(min) Land Surveyor E Successor To Stanley J Isaksen, Jr L S A. A A A "'tom Joseph A Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P 0 Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947' i a5—f11 3 1 t SURVEY OF PROPERTY ' I SITUATE PECONIC TOWN OF SOUTHOLD L SUFFOLK COUNTY, NEW YORK �� S.C. TAX No. 1000-69-04-13 oPN`f`o`p �,� 5 ems- SCALE 1"=50' JP Jf.R�f p.1`REi ,do's \,PA-\AO - _ JANUARY 23, 2015 Y REQ ��t ° \FRy ) \P APRIL 21, 2015 REVISED PROPOSED HOUSE `pR`N , Of PP1�O�° �0 0. POS yo AUGUST 8, 20115 FOUNDATION LOCATION Poen 1 F�NPN ° 0- -0 �" S SPC 7.1 6�21 \ 0 \ i�•. \ F5 Qpo`• AREA = 61,540 sq. ft. \ ,ZCERTIFIED T0. 1.413 °°• \scP04, ,\• ER \w. / NANCY SZCZOTKA 't.'"`" \\ // epo� ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNS \ / d6 4D �� FIDELITY NATIONAL TITLE INSURANCE COMPANY \ TITLE No. F15-7404-204679—SUFF S / N°/ / VIN .4 O O TOPGJ ry 1 O ,� c.',' ' b N/ GsOO�'Y // x/0rg- ,�• Si � ,,j).`„ / S�.•\N l0% 2 c.- 0.'O �/ , F o ' S . F OF , F G , s O'c'C� Fyc� � O , ' O , 5/ i ' pp?N,3� O o �pJ�p? Gs v+ N 0 0 + / .7 11107,49 'OF _ .. 1p . (,,, („9" , v , sr- �P�°pa ep' , icy Y �d L v� c)C �, '-------- - -k-2,-. . , . 6 ._ ,... .. .. , , n PREPARED IN ACCORDANCE WRH THE MINIMUM ,.c. i LLLLLL STANDARDS FOR TITLE SURVEYS AS ESTABLISHED , BY THE L I AL S AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATI ' _ \\ ' Y .. � y i uyo-" S �. 1 , � IIL li IV f D L� 9 I� ` ( . N S. Lic No 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF , SECTION 7209 OF THE NEW YORK STATE �ry� ill AUG 51 L _ EDUCATION LAW Nat , spy —. _ Orwin III COPIES OF THIS SURVEY MAP NOT BEARING Fr—. ¢� -s`,,,s THEMLAND SURVEYOR'S SHALL INOTD SEAL OR SI LNaa 1" `,^` ,Or EMBOSSED SEAL NOT BE CONSIDERED Qr , , v c Y TO BEA VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN LI L'. I Ti'! ONLY TO THE PERSON FOR WHOM THE SURVEY I 1O''', ir ,ljl IS PREPARED,AND ON HIS BEHALF TO THE s _I �II�I D TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- , 'TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 :15-012A , SURVEY OF PROPERTY ' SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK O�')...9 S.C. TAX No. 1000-69-04-13 _Loo� SCALE 1"=30' N SO �p�.t•• - JANUARY 23, 2015 - ,,(c-.8401°�Nva"��0 . l� �0�QO�O JANUARY 8,PRIL 21, 015 201 R5 FOUNDATEVISED OIONSED LOCATOIONE O �r ,,r. ' , 0}" s �Pdist Ni•0 (1k�y APRIL 9 M2016 CARCH ORRECT SEPTIC S 2016 FINAL YS TIE DIST. VEY 0( V / �, �' TT�tAREA = 614130aaQ ft. 1.Y IV . \ Oho CERTIFIED T0: ‘ NANCY SZCZOTKA � �\ �3 ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNS FIDELITY NATIONAL TITLE INSURANCE COMPANY 00g. \� �' F TITLE No. F15-7404-204679—BUFF K. d i 4' i SEPTIC SYSTEM TIE DISTANCES -! COVER HOUSE CORNER A' HOUSE CORNER' %,„ 2 \ • - O SEPTIC TANK c O ry•• .yy ,0 OUTLET COVER 18' 26.5' +t �` P r. 4. ,r' / A CESSPOOL 32' 36' „�. E�� sr,.., 0. 4O ; % ' :,•�O •y ' o k S 4' N 0 t4 txsO iu .1. • v 4i , .. , v . . Off. 0 4, 1"4 e �� v° SUFFOLK COUNTY 01.71PARTMEIT OF HEALTH SERVICES t APPROVAL OF CONSTRUCTED WORKS FOR A IHI L E FAMILY RESIDENCE Onto i,.:e',m 2 99 2016 . H.S.Rot No., 0— '® `ne.;..w,„.pt1 duposaI arirl v.f9tcr suFlr!y°faciligies at i1!' Ivy otiiori oiavis bean , iTlol'1<;a•,I an 'or c rti ed in 1:•;.S 0.1i traa.i•or oin6T a:'e PC'4:u and found to , PREPARED IN ACCORDANCE WITH THE MINIMUM y, FOR p MAXIMUM �9 �y �q STANDARDS FOR TITLE RLhYS.,AS ESTABLISHED 6 bo e�QU���CiG1y OR a'b OF-;_:4_:. BEDROOMS. CaR suai uLS D"APPROVEED ala ADiPTE D T4 TITLE ,CTETi _ CP-if p, r, ro C, ,r- 'weer J.I fi9��'G'i,P. 10 / ,/7/i ,0 Office of Wastewater Management r 1 ` iii : (r Y�0 nom_• a) G,7• , : ',. c. No. 50467 .., a i I a 1 UNAUTHORIZED ALTERATION OR ADDITION �� b I _ '�' a 21ECEOME . 13 TO THIS SUfiVEY IS A NOTATION OF rgi • I I 10 CDN 72RV OF TAE NEA YORK STATEa _ " I EDUCATION LAW Nathan � twin III r{- ) _S! �i7 t II THECOPIES LANDFSU IS RVEYORRS INKED SEAL OMAP NOT hlIRING _ ,, � Land Surveyor , NN EMBOSSED SEAL SHALL NOT BE CONSIDEREDr;j .^' liaPR 2 X01TO BE A VALID TRUE COPY. 7 n CERTIFICATIONS INDICATED HEREON SHALL RUN �ty�i ONLY TO THE PERSON FOR WHOM THE SURVEY 4,y IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys -Subdivisions - Site Plans - Construction Layout ,,m,.� LENDING INSTITUTION LISTED HEREON,AND BUILDING DEPT. TO THE INSTI- TUTION.CER FICAT ONS OF THE NOT TRANSFERABLE. �� PHONE (631)727-2090 Fax (631)727-1727 TOWN OF SOUTHOLD HOLD THEOREXISTENCEEASENTSOF RIG RECORDOF AY F OFFICES LOCATED AT A4VUNG ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 :h-111'21- Cr) MiTek® MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: B1506004 58 Old North Road-Southold,NY • The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Universal Component Corporation. Pages or sheets covered by this seal: I24724967 thru I24724973 My license renewal date for the state of New York is January 31,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. it �!I LflL, FEB 19 2016 I�' ' '1, r1 jam. pF NEW y �� co P�GA�c49O�� m st w w N�OA do p s e. August 18,2015 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY • 124724967 51506004 TO1 GABLE 1 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Aug 18 09 43 24 2015 Page 1 ID.046aRzZBwtgBaM4MbgFYOczlPov-SpX3an6vgig40uEkz4enASNJmKnTZdZ9xJsKuUymf5n 15-0-3 I 30-0-6 301510 0 15-0-3 15-0-3 0-5-4 4x4= Scale=1 52.4 6.00 12 10 CI g CI 11 8 12 4x4! 34 _ - 35 7 13 4x4 8 - 14 J 5 `B' 19' 15 4 16 3 17 2 - - 1 18 ,c!� `y71 d a c E 2. E E E c a _c E 1 19 1' d Y A A A A A A A A A A A A A A A A A A A A A n A A A A A iC CX A A A A A A A A A A A A x A A A A A A A A A A A A A A A A A i g 4x4 = 4x4= 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x4= I 30-0-6 30-0-6 Plate Offsets(X,Y)— f6.0-2-0,Edge1,114:0-2-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.00 18 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.08 Vert(TL) 0.00 19 n/r 120 TCDL 10.0 Rep Stress lncr NO WB 0.26 Horz(TL) 0.01 18 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight:117 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All beanngs 30-0-6. (Ib)- Max Horz 2=194(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,28,29,30,31,32,33,25,24,23,22,21,18,20 Max Gray All reactions 250 lb or less at joint(s)2,26,30,31,32,23,22,21,18 except 28=288(LC 2), 29=264(LC 2),33=305(LC 1),25=288(LC 3),24=264(LC 3),20=305(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=78/311,10-11=-78/311 NOTES- 1)Wind:ASCE 7-05;120mph;TCDL=5.0psfi BCDL=5.Opsf;h=25ft;B=50ft;L=30ft;eave=2ft,Cat II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and nght exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. (<:-.-- � NEYV y 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. P`NGARCt9Q�8)Gable studs spaced at 2-0-0 oc. / 99)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)•This truss has been designed for a Ince load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will j/ r, * fit between the bottom chord and any other members. r— ,y�, `r 4,e CC 11)n/a n t1'1, 4 W 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. m2 . ' Z NO,o � •0800°1 eC? 91° Fs s1°tJP August 18,2015 4 e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev.02H62015 BEFORE USE. �lg Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Irk is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Milek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N Lee Street.Suite 312.Alexandna,VA 22314. Chesterfield,MO 63017 • Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY " 124724968 131506004 T02 COMMON 12 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc. Tue Aug 18 09:43:26 2015 Page 1 ID:046aRzZBwtgBaM4MbgFYOcz1 Pov-OBep?T8AMKxnFCO64VgFFtSRd7J01 PrSOdLRyMymf51 1-5148-0-2 I 15-0-3 I 22-0.4 I 30-0-6 3015-10 0.5-4 8-0-2 7-0-1 7-0-1 8-0.2 0.5-4 Scale=1 52 5 4x6 I I 6.00 12 4 .iii 8x6 i 11 12 6x6 3 5 6 „A:12 L Fl b L 717 5x6= 10 13 9 14 8 =' 5x6= 4x4= 4x8= 4x4= I 10-2-3 I 19-10-3 I 30-0-6 I 10-2-3 9-8-1 10-2-3 Plate Offsets(X,Y)- f2.0-1-11,Edge1,13:0-3-0,Edgel,f5:0-3-0,Edgel,16:0-1-11,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.43 8-10 >840 360 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.71 Vert(TL) -0.64 2-10 >557 240 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.10 6 n/a n/a BOLL 0.0 ' Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.13 2-10 >999 240 Weight:103 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. WEBS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1629/0-3-8,6=1629/0-3-8 Max Horz 2=194(LC 9) Max Uplift2=318(LC 10),6=318(LC 10) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. ' TOP CHORD 2-3=2870/1079,3-4=-2563/1093,4-5=-2563/1093,5-6=-2870/1079 BOT CHORD 2-10=816/2443,8-10=-369/1622,6-8=-816/2443 WEBS 4-8=-395/1084,5-8=-661/484,4-10=-395/1084,3-10=661/484 NOTES- 1)Wind:ASCE 7-05,120mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=50ft;L=30ft;eave=oft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �! OF N Eli/y fit between the bottom chord and any other members,with BCDL=10.Opsf. ' 7)One H2 5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This r�P , G connection is for uplift only and does not consider lateral forces. S•1 RRA'/,9 'pfr 8)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r � c1w uCC N0 4/ 080091 ��C v 9-"FESS%0NP August 18,2015 e e ®WARNING-Verify design parameteand READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/162015 BEFORE USE. �_ rs Design valid for use only with tvMTek connectors.This design is based only upon parameters shown,and is for an individual building component , Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute.781 N Lee Street Suite 312,Alexandra,VA 22314 Chesterfield,MO 63017 • Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY 124724969 B1506004 T03 COMMON 14 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Aug 18 09:43 27 2015 Page 1 ID:046aRzZBwtgBaM4MbgFYOczlPov-sOCCCp8o7d3etMzJeDBUo57dYXfumsubdH4 Vpymf5k -r .- :_r I- s.: I r.,, I. 0 r • 8-0-2 7-0-1 7-0-1 8-0-2 0 • Scale=1.55.8 4x6 I I 6.00 12 4 11 u 8x10 i 12 13 5x8 3 5 illrOK 0.0•••••••00101 \2 1 6 for L L 1`b1 L 7! 717 5x6 = 10 14 9 15 8 '-' 11 5x6= 4x4// 4x4= 4x8= 4x4= 1 4-8-0 I 10-2-3 I 19-10-3 I 30-0-6 I 4-8-0 5-6-3 9-8-0 10-2-3 Plate Offsets(X,Y)— [2:0-1-11,Edoel,[3:0-4-8,Edge1,15.0-4-0,0-3-41,[6:0-1-11,Edgel LOADING(ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.37 8-10 >816 360 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.59 8-10 >515 240 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 6 n/a n/a BCLL 0.0 * Code IRC2006/TP12002 (Matrix) Wind(LL) 0.10 6-8 >999 240 Weight:99 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2"Except" TOP CHORD Structural wood sheathing directly applied. 1-3,5-7:2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SPF No.2"Except` 6-0-0 oc bradng:2-11. 6-9:2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 4-10,3-11 WEBS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1926/0-3-8,6=1334/0-3-8 Max Horz 11=194(LC 9) Max Uplift11=515(LC 10),6=-249(LC 10) Max Gray 11=1926(LC 1),6=1359(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-3=617/849,3-4=-1281/490,4-5=1996/786,5-6=2306/771 BOT CHORD 2-11=615/661,10-11=60/850,8-10=-90/1037,6-8=542/1948 WEBS 3-10=35/436,4-8=-400/1106,5-8=670/489,3-11=2320/1141 NOTES- 1)Wind:ASCE 7-05,120mph;TCDL=5.0psf;BCDL=5.0psf,h=25ft,B=50ft,L=30ft;eave=4ft;Cat II;Exp B;enclosed,MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs �! OF N E�/y non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q- P�G,4AC 0 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '_ J / 9 fit between the bottom chord and any other members,with BCDL=10.0psf. 9 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to beanng walls due to UPLIFT at jt(s)11 and 6.This * 5�: * connection is for uplift only and does not consider lateral forces. i ,..hp CC 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r tr c l�'i_e Ztl -wO.0800,..\ ,--- 9°FESSI014Pv August 18,2015 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02116/2015 BEFORE USE ■■■. Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual budding component. 142111 Applicablity of design parameters and proper incorporation of component is responsibility of balding designer-not truss designer.Bracing shown a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Wel( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Qualify Criteria,1:358-89 and SCSI Building Component 14515 N.Outer Forty,Suite fr300 Safety Information available from Truss Plate Institute,781 N Lee Street.Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 • Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY • 124724970 61506004 T04 GABLE 1 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Aug 18 09 43:28 2015 Page 1 ID.046aRzZBwtgBaM4MbgFYOcz1 Pov-KamaQ99QbrBVVVYVCwf KIYuVx4iVJYIrxgY1 Fymf5J -9-544 15-0-3 I 30-0-6 301510 0-5-4 15.0-3 15-0-3 0-5-4 4x4= Scale=1:60 0 6.00 FE 10 s 11 a 12 4x4 1,--- yt 35 7 14 13 4x4 6 g 5 0 i1- 15 4 16 3 17 2 44141 1 18 g. r = - - 1� . . a 1918 4x4= 33 4x4= ' 32 31 30 29 28 27 26 25 24 23 22 21 20 4x4= I 4-8-0 I 30-0-6 4-8-0 25-4-6 Plate Offsets(X,Y)— (6:0-2-0,Edgel,[14:0-2-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.55 Vert(LL) 0.00 31-32 >999 360 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.44 Vert(TL) 0.01 31-32 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.02 18 n/a n/a BCLL 0.0 * Code IRC2006/TPI2002 (Matrix) Wind(LL) -0.01 31-32 >999 240 Weight:117 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-12 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-4-6 except Qt=length)32=0-3-8,32=0-3-8. (lb)- Max Horz 32=-194(LC 8) Max Uplift All uplift 100 lb or less at joint(s)26,28,29,30,31,25,24,23,22, 21,20 except 18=134(LC 2),32=-307(LC 10) Max Gray All reactions 250 lb or less at joint(s)29,31,23,22,21,18 except 26=592(LC 1),28=316(LC 2),30=266(LC 2),25=302(LC 3),24=258(LC 3), 20=310(LC 1),32=603(LC 2),32=603(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=503/527,3-4=473/566,4-5=-319/488,5-7=-297/533,7-8=-220/536,8-9=155/546, 9-10=82/517,10-11=-82/507,11-12=-154/528,12-13=-221/523,13-15=289/524, 15-16=-358/526,16-17=418/515,17-18=518/551 BOT CHORD 2-33=-437/517,32-33=-437/517,31-32=-437/517,30-31=-437/517,29-30=-437/517, 28-29=437/517,26-28=437/517,25-26=-437/517,24-25=-437/517,23-24=-437/517, 22-23=-437/517,21-22=-437/517,20-21=-437/517,18-20=-437/517 WEBS 10-26=552/159,9-28=273/141,4-32=-336/324,11-25=262/141 NOTES- 1)Wind:ASCE 7-05;120mph;TCDL=5.0psf;BCDL=5.Opsf,h=25ft;B=50ft,L=30ft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone,cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRSOF NEW Y for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '� 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 4? JPN GAiiC,9 OAP Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 <ft / * 4) Unbalanced snow loads have been considered for this design. r— : 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs , ( t' t) W non-concurrent with other live loads. n +"+K Y W 6)All plates are 2x4 MT20 unless otherwise indicated. 2 7)Gable studs spaced at 2-0-0 oc. N 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W� NO 080091 �� 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will A9 P�' fit between the bottom chord and any other members. OFES SI ON 10)n/a August 18,2015 Continued on page 2 I I UNI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MII-7473 rev.021162015 BEFORE USE qtr, Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of butding designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibltty of the MiTek' erector Additional permanent bracing of the overall structure is the responsiblity of the building designer For general guidance regarding fabncahon,quality control,storage,delivery,erection and bracing,consult ANSI/WI!Qualify Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information avalabie from Truss Plate Institute,781 N Lee Street.Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY 124724970 B1506004 T04 GABLE 1 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc. Tue Aug 18 09 43 29 2015 Page 2 ID:046aRzZBwtgBaM4MbgFY0cz1 Pov-omKydVA2eFJM6f6hleEytW43FLOxEmou4bZ5Zhymf5i NOTES- 11)n/a 12)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev.02/162015 BEFORE USE ■■■■■ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and IS for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of buiding designer-not truss designer.Bracing shown I�q is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibilGty of the 'ytiT®k� erector.Additional permanent bracing of the overall structure is the responsibtity of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erechon and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 ' Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY 124724971 B1506004 T05 GABLE 1 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc Tue Aug 18 09'43:30 2015 Page 1 ID.046aRzZBwtgBaM4MbgFYOcz1 Pov-GzuKrgBgPYRDkphtJLUBQjdKWkr?zOK1 JEJf57ymf5h ,- r.r : I . 0- ' 10-10-0 10-10-0 r 5 Scale=V40 5 4x4= 7 LI 6 8 6.00 12 5 9 4 10 3 11 12 _ _ _ _ — _ 12 t• 8 8 i 8 8 -O e 8 1 13 o e nlV /v\ 21'• 7VVVVAl AlVVnnnAAA 4x4= 23 22 21 20 19 18 17 16 15 14 4x4 4x4= 21-8-0 21-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 12 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.07 Vert(TL) 0.00 12 n/r 120 TCDL 10.0 Rep Stress Incl NO WB 0.12 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 * Code IRC2006/TPI2002 (Matrix) Weight 76 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-8-0. (Ib)- Max Horz 2=-141(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,19,20,22,23,17,16,15,14,12 Max Gray All reactions 250 lb or less at joint(s)2,18,20,22,16,15,12 except 19=273(LC 2),23=289(LC 2), 17=273(LC 3),14=289(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-05;120mph;TCDL=5.0psf,BCDL=5.0psf;h=25ft;B=50ft,L=30ft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(all heights) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30 0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. ��of NEW y 8)Gable studs spaced at 2-0-0 oc. rV 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t;GARC9 Q 10)*This truss has been designed for a l e load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will1. �P J fit between the bottom chord and any other members. 11)n/a k a�/ CC 12)Beveled plate or shim required to provide full bearing surface with truss chord at joInt(s)12. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. m2 ^ LU 6 �O.08009 ��iC'J R°FES SI 0NP August 18,2015 1 9 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7413 rev.02/16/20f5 BEFORE USE ■� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabiity during construction is the responsibility of the A AiT®k• erector.Additional permanent bracing of the overall structure is the responsibliiy of the budding designer For general guidance regarding iY! 1 fabncation,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteda,DSB489 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandna,VA 22314 Chesterfield,MO 63017 , Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY 124724972 B1506004 T06 COMMON 10 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MiTek Industries,Inc. Tue Aug 18 09 43 31 2015 Page 1 ID•046aRzZBwtgBaM4MbgFY0cz1 Pov-k9Si2ABIAsZ4MzG4t2GQyxAQz82xioCBYu2Ceaymf5g I. I r_I -: I , C • 5-8-4 5-1-12 5-1-12 5-8.4 15• Scale=1:38 4 4x4= 4 Y 600 12 101111/ 2x4 \\ 11 12 2x4,�� 3 5 co th 4 2' \ / s 10 9 8 fr 3x8= 4x4= 4x4= 4x4= 3x8= I 7-4-13 14-3-3 I 21-8-0 7-4-13 6-10-5 7-4-13 Plate Offsets(X,Y)— 12.0-4-12,0-1-81,16:0-4-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.08 6-8 >999 360 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0 60 Vert(TL) -0.25 6-8 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0 27 Horz(TL) 0.06 6 n/a n/a BCLL 0.0 * Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.06 6-8 >999 240 Weight:69 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-8-1 oc bracing. WEBS 2x3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1115/0-3-8,6=1115/0-3-8 Max Horz 2=-141(LC 8) Max Uplift2=-236(LC 10),6=-236(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1861/772,3-4=-1642/764,4-5=-1642/764,5-6=1861/772 BOT CHORD 2-10=-579/1594,8-10=-256/1057,6-8=-578/1594 ' WEBS 4-8=-262/651,5-8=467/342,4-10=-262/651,3-10=-467/342 NOTES- 1)Wind:ASCE 7-05,120mph;TCDL=S.Opsf,BCDL=S.Opaf,h=25ft;B=5Oft;L=30ft;eave=4ft;Cat.II;Exp B;enclosed,MWFRS(all heights) and C-C Extenor(2)zone;cantilever left and nght exposed;end vertical left and nght exposed;C-C for members and forces S,MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL•ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��001 NEN/E Bq y fit between the bottom chord and any other members. �V 7)One H2 5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This G connection is for uplift only and does not consider lateral forces. plc J,) ARQ j9®�� 8)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss s Ct nii ) ekn ,'`'� W 1: :0.,.4;4 Lu \\ �O.08o091P��� \........., °FEssIoN August 18,2015 cp ,k,o ,.amo-6,gmetiaril'`*ToiY Avt4 .:-,-,,,T,v,,,`.x:,Cs er;,�::k L'ka• ,,m,.`:,y,,t^'E,,=-iii.,'P°',-.%-r.,..' ,,,-,s W.Z cb ,W:,v,,-,..- ' n. . :� ,w.. • . ."c+ ...._..,•� 1,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.02/16/2015 BEFORE USE. �!� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the m ffek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding M 16 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/T911 Quality Criteria,D5B-89 and BCD Building Component 14515 N Outer Forty,Suite#300 Solely Inlormatlon available from Truss Plate Institute,781 N.Lee Street,Suite 312•Alexandna.VA 22314 Chesterfield,MO 63017 • Job Truss Truss Type Qty Ply 58 Old North Road-Southold,NY , 124724973 61506004 TGO1 ROOF TRUSS 1 1 Job Reference(optional) Nassau Suffolk Lumber&Supply Corp., Bohemia,NY 11716 7.530 s Jul 11 2014 MITek Industries,Inc. Tue Aug 18 09:43 32 2015 Page 1 ID:?OYszOH0QsOfRNkGBkf51 Gyoy6C-DLO5GWCwxAhxz7rGRmnfV81YAYQ2R7YKmYolA0ymf5f I 2-6-0 I -6.__I-0 I 2-3-0 I Scale=1:32.8 3x6 11 - 12x18 MT18H= 3x6 II 4x6 113x6 I I 4x6 I I 3x6 11 12x18 MT18H= 3x6 II 1 16 2 17 3 18 4 5 19 6 20 7 21 8 22 9 - a o e e 4 4 ' 4 „,.. _ Z.L -c— o N e o e e m ® II.!.® f5 14 13 12 11 i o 6x10 = 10x10= 3x6 I 13x6 11 10x10= 12x18 MT18H= I 18-9-0 1 18-9-0 Plate Offsets(X,V)— f4:0-3-0,Edgel,[5:0-3-0,0-0-01,f10:Edge,0-3-01,f11:0-3-O,Edgel,[14:0-4-8,Edge1 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) -0.06 11-12 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.42 11-12 >528 360 MT18H 197/144 BCLL 0.0 Rep Stress,Incr NO WB 0 77 Horz(TL) 0.08 10 n/a n/a BCDL 5.0 Code IRC2006fTPI2002 (Matrix) Weight 122 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat)*Except” BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10,2-15:2x4 SPF 2100F 1.8E(flat) REACTIONS. (lb/size) 15=2481/0-0-8,10=2756/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-354/0,2-3=-5775/0,34=5775/0,4-5=6995/0,5-6=-6995/0,6-7 792/0, 7-8=5792/0 BOT CHORD 14-15=0/3512,13-14=0/6995,12-13=0/6995,11-12=0/6952,10-11=0/3579 WEBS 8-10=-4301/0,2-15=-4221/0,8-11=0/2681,2-14=0/2740,7-11=-678/0,3-14=726/0, 6-11=-1404/0,4-14=-1538/0 NOTES= 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless,otherwise indicated. 3)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-15=7,1-9=-67 NES,Y Concentrated Loads(lb) (:.:"C Vert:8=431 4=-431 16=431 17=431 18=431 19=431 20=431 21=431 22=1331 GAAc,I®SI- • f * (I' �Ifi'' n / ly',. W 01 00 �O.08009 R°FEss1A August 18,2015 I d A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII--7473 rev.02/16/2015 BEFORE USE. �_ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not inns designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibdtty of the p A�T®�- erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �V� fabncation,quality control,storage,delivery,erection and bracing.consult ANSI/MIT Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandra,VA 22314 Chesterfield,MO 63017 Sym i.: • s Num • ion • System �� : ��� 0E fet ®tes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a I I (Drawings not to scale) Damage or Personal Injury offsets are indicated. I g j rY MillDimensions are in ft-in-sixteenths. Will114b Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. T „ 2. Truss bracing must be designed by an engineer.For 0'46 4 wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I IL\IIIIIT,,illa bracing should be considered. ■_ 3. Never exceed the design loading shown and never p stack matenals on inadequately braced trusses. O 4. Provdesigner,Ierecti ne cables of this su tervisorr,sign propeo rtye ownerdlng and For 4 x 2 orientation,locate c7 a BOTTOM CHORDS Gs a all oter interested parties. p y plates 0- ad' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably y protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable far ICC-ES Reports: use with fire retardant,preservative heated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,onentation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted BEARING ' 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. t INE 0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN 111111 18.Use ofreen or treated lumber may0-M41 y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mil 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek® is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015 z 0 g o in N CT) D_ u-+ — u. CH 0 f\ O 53'3? 0 O 0 . C $ 1L Q In 2 / 9'-O" /-2'-1 1/2" /- EGRESS WINDOW WELL WITH G'-lo° . TEIRS TO BE USED AS STEPS; E .. USE G"X G"ACQ POSTS OR —1 — E 0 BILCO SCAPEWELL SYSTEM z . ,..CK OOP I • -' w 1`► G54 GLIDING WINDOW; PROV, EPDXIED #4 STEEL E on 0 EC T7--- 3- ..,_ 3- 2"X 8"ACQ HEADER ABOVE, REBAR VERT. 1 2"O.C. cz / - 23'-4 I/2" / 7'-0" HEADER HEIGHT @ VINTO FOUNDATION WALL L TYPICAL BOTH LOCATIONS FOOTING ABUTTING O UNEXCAVA 9 _O EGRESS a: . . '± �_" 'J. `0 4 _ o L ca 6 M _ 41/UASEMLNr • � WINDOW(ALL) W6 y V Z _ T . LON -F-) L , 11 1 O o 6 . ... .,.. .„ PROVIDE BRIDGING (\i o C THROUGHOUT ENTIRE EGRESS a _ Z ii _ �v 4" POURED CONCRETE FLOOR SYSTEM, 8'-0"0.0.; �' C L SLAB ON COMPACTED FILL; TSG PLYWOOD SHEATHING R 30 INSULATION ABOVE, GLUED t SCREWED •9: TYPICAL ALL AREAS I N WG 1 , . .,,, 3 2"DIAME ER STRUCTURAL u- STEEL COLUMN BURIED IN --, U W .A" 24"X 24"X 12" POURED o 0 4 (I) 8"POURED CONCRETE CONCRETE FOOTING (TYP.) N _ ••., to 0 FOUNDATION WALL W/ • ., 10-5 1/2" 10 5 1/2" 1 U 1 O'-5 1/2" I a-5 1/." / 1 O'-5 1/2" f'-4"X 8"d FIG.; PROV. O = 2-#4 RES,R IN FOOTING • 3- 118" LVL GIRDER, DROPPED I I I - (TYPICAL A L AREAS) M W — : —: — : : _�— : : — : : — : 0— : — . = . =0 — : : — : 0— : — — : y/,..:',17,1.-'..---- Z I L _J _J L � .". DAMP PRODF PERIMETER II OF FOUND TION WALL a I V -? tU- (TYPICAL A L AREAS) u_ .. PROVIDE BEAM POCKET IN O FOUNDATION WALL; SIZE m " ' v v 2- 2"X 10" FLUSH TO JOISTS; TECO •••• PINE STAIRS AND o • 8" DIAMETER ANCHOR BOLTS UP — I I I HANDRAIL; CLOSE BOX 0 0 I I AS REQUIRED TAR ALL ''1::' W/7" MIN. DEPTH @ 48" O.C. STAIR RISERS. m SIDES(CYP. BOTH ENDS) BASEMENT "I — 118a3 °' W/MIN. 3" 3"4'WASHER @ PLATE o TYPICAL BOTH AREAS • 9'-0" HEIGHT TO UNDERSIDE OF JOISTS I F- o - UNHEATED, UNFINISHED N I PROVIDE S MPSON PHDS , , ! HOLDDOW (TYP. 2) -r T-8,. 4'�„ t>_ >6 _s I 2- 2"X 1 O', FLUSH I Nva ANCHORS T ALL CORNERS W a 6' - FI -1 2- 2"X I0", FLUSH . _,_.: :o: THROUGHOUT Z 0 n 0'1 co -I II 2"'X 8"ACQ LEDGER BOLTED `` ' `__` ,_, „,„ ,\, _ � TO HOUSE FRAME WITH 5” � 1-- a @ N I 11 "LEDGERLOK"SCREWS @ I G" O.C.; a up Z ►�-a a HANG D.J. FROM LEDGER WITH I > W SIMPSON LU 28 CONNECTOR -- — Z �¢ ill • QRZ' N 3- i I &' LVL GIRDER, DROPPED _� . -,li / -- ' . ______ . . . 0 . . . : --IS' '-- • •'\••• ':,' "-.. --.. ', :•_.- ::' :,,--: . . . , - . . . U DOUBLE JOISTS UNDER I I o� 7-8" �—' — �, • v ALL PARTITIONS RUNNING UTILITIES ® 0 U 10-4" W 08 PARALLEL(TYP. ALL AREAS) PROV. FIRE RATED • c O v d ',� DRYWALL ON CLG. v ZD STEP FOOTINGS .•n. OVER UTILITY AREA off) 2- 2x8"ACQ GIIP.IDEI� WALL 9 ® ,"� x LOWER FOUNDATION II;; HEIGHT AT DOOR OPENING - �`o 7 ., GARAGE a LGUM2G-2 . BOTH SIDES 4"POURED CONCRETE SLAB �f'. Qw"; INC 1_ ° ON COMPACTED FILL WITH - 24-4" / W.W.M. C X G/ 10 X 10 GAUGE WIRE(TYP. ALL AREAS R ECEBVEWITHIN GARAGE) D Z 32I-0" t . FEB 2 9 201G BVII,na�To nom. o FOUNDATION PLAN �rov o sovTsoLn CD Z n 24"X 24"X 12 POURED }u 0 SCALE: 4' = I' O° CONCRETE FOOTING O 0 az • UNDER COLUMN ABOVE z o Z FOUNDATION WALL LEGEND: PITCL FLOOR O (5 CD U Q 3 8" POURED CONCRETE a cf p z --. FOUNDATION WALL o o Li _____...----z.�._ WITH !'-4"X 8" FOOTING; . a z `(ft'._: t'((• ,, ` CZ 2 8'-0"WALL HEIGHT %--..... • cn 8"POURED CONCRETE . . 1* " •,,, * • . . ' • FOUNDATION WALL . WITH I'-4"X 8" FOOTING; . I V. , / ' ; 0 3'-O"BELOW GRADE b. " _`�-4.-":1611-11111'-4.-":1611-11111' Z ti .-•259. ,,,:\_(:;/,-7Z V / 21'-8" / PAGE: 4 UNAUTHORIZED ALTERATION OR ADDITION TO TI//S DRAWING AND REM TED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.Y.5.EDUCATION L4 W N cn o 2"X 12" RIDGE; _ 6( SIMPSON CS20 0 ~ O t 44 CONNECTOR(TYP. ALL) cz U Oz N C APPROX. RIDGE HEIGHT U W N (n to ARCHITECTURAL ASPHALT E ROOFING WITH 15# FELT C`) z OVER 8"CDX PLYWOOD C73 W WITH ICE$@ PERIMETERS THER LD I • $VALLEYS2"X 6"C.T. 48" O.C. I \ 6 p p > 2 „ ATTIC -V 10„R,o 16” 2-z" C.B. THRU C.J. $ R.R. O 3-9?'LVL FLUSH CONTINUE WALL UP • 0C (TYPICAL BOTH ENDS) HEADER TO UNDERSIDE OF RR , 7 , t SIMPSON H7 CONNECTOR L `� • - CEIUNG/ROOF PLATE HEIGHT �llf Oil ( '-30 INSULATION 2"X 10"C.J. @ 16"0.C. 1.1 2"X 10"C. . @��C. •2' _ eh. L O N N . r v) N = z WINDOW HEADERS . SIMPSO U SERIES �,_6 .—' 2- 2"X 10" HEADER ABOVE �/ CONNECTOR TO . I %= JOISTS TO I FASCIA, VENTED SOFFIT, 0 (n 6 ALL WINDOWS; PROVIDE JOISTS @ PLUSH HEADER SIT ON WALL PLATE 'III 12" RAFTER.OVERHANG >, Z p �. CS20 STRAPPING 2- 7,"LVL DROPPED HEADER; N _7 m C GREAT ROOM ENTRY PORCH TREAT FOR EXTERIOR ELEMENTS z O c° 2 <- "X 4 "STUD WALL @ - $WRAP FINISH 16"O.C. W/ R-15 INSULATION z"GYPSUM BOARD *8" CDX PLYWD. SHEATHING TYPICAL ALL AREAS "AZEK" BEADBOARDCEILING ON PORCH W/WRAP $SIDING DOOR. it 3- 2"X 8"ACQ HEADER co2- 2"X 8"ACQ GIRDER; FIRST FLOOR -i PLYWOOD SUBFLOOR ABOVE BASEMENT WINDOWS " 4 -'"kX 6"DEC! Ip.G / H4 CONNECTOR @JOISTS � r) o v f TJI 230 9? F.J. @ 16"O.C. co R-30 INSULATION 2"X 6" D.J. / i, GRADE � Eii=ii p /\ � O O iii 3- 14"X I I� LVL DROPPED `\ 2"X 8"ACQ LEDGER BOLTED O UJ SCAPEWELL EGRESS WINDOW GIRDER TYPICAL ALL AREAS TO HOUSE FRAME WITH 5" p-- z WELL SYSTEM BY BILCO, "LEDGERLOK"SCREWS @ 16"0.C.; MODEL# 4048-54 WITH BASEMENT HANG D.J. FROM LEDGER WITH 3 TEIRS TO BE USED AS STEPS; UNHEATED, UNFINISHED SIMPSON LU28 CONNECTOR EXTEND 4"ABOVE GRADE AS PER _, MANUFACTURER SPECIFICATIONS - i / 1 321" DIAMETER STRUCTURAL STEEL COLUMN BURIED IN N 24"X 24"X 12"POURED 9 CONCRETE FOOTING (TYP.) 4"P.CONC. SLAB ON 0 i COMPACTED FILL Z u u u . FOOTING DEPTH r BU I I DING SECTION "BI z 2 r,Fi w � g1e SCALE: 4' = I' 0" in h0 C- r4 .03 2IX 1 RIDGE; APPROX. RIDGE HEIGHT Cl) SIMPSON N CS20 GONNE*" e' . ALL) O G 12 � 6' \6 6 y, w �� @ ARCHITECTURAL ASPHALT s C/D „'` \Q. ROOFING WITH 15# FELT 2 OVER 8"CDX PLYWOOD iI,_a WITH ICE $WEATHER SHEILD • @ PERI ML I kRS $VALLEYS U -411111% QS R-30 INSULATION 2"X 10"C.J. @ 16" O.C. ROOF TE HEIGHT Z ) 1411.-- ALIGN CONTINUOUS AROUND OUSE / ( CD - 5, . Z a IRE i DRYWALL \ FASCIA VENTED SOFFIT; o _ ON I NG IN GARAGE 3- 2 X 12"GI;OER ALIGN HEIGHT THROUGHOUT J .__,, 6 II n .______ 1 0-) (c58 1 0 N 8'-0"X 7-0" DOORS W/ Z 9 I 2- 2"X I O" HEADER ABOVE O 3 �"DIAMETER STRUCTURAL GARAGE z * CS20 STRAPPING a U m STEEL COLUMN BURIED IN 24"X 24"X 12" POURED 1 Z CONCRETE FOOTING (TYP.) I 2"X 6"ACQ SILL PLATE CD I OVER TERMITE SHIELD co I PITCH SLAB TOWARDS OVER SILL SEAL; o z L t� DOOR @ !"/FT. PROVIDE SIMPSON CS20 - A," > f WI LPT4 CONNECTORS GARAGE SLAB / 4" POURED CONCRETE SLAB \ 8' DIAMETER ANCHOR BOLTS GRADE N ON COMPAC.LLD FILL WITH W/7" MIN. DEPTH @ 48"O.C. a D W.W.M. 6 X Cl 10 X 10 WI MIN. 3'x3"4 WASHER PLATE " __ UNEXCAVATED8 @ GAUGE WIRE(TYP. GARAGE) -FOOTING DEF')H (`�1-7-171 "1_11:.,, j. �, U8"POURED CONCRETE (.:1:7)':::, z FOUNDATION WALL W/ � , , Q 1'-4"X 8" d. FTG.; PROV. *� ° # Z 2-#4 REBAR IN FOOTING .. ...•�, BUILDING SECTION IICII (TYPICAL ALL AREAS) i.Y �`, PAGE: SCALE: 4�� = I'-0° 'SF +; 4�. N,,,,... .'-- .7 '-'* ". 7 UNAUTHORIZED AL TERATION OR ADDITION TO TH/S DRAWNG AND RELATED DOCUMENTS 15 A VIOLATION OFSEC. 7209 OF THE N.Y.S.EDUCATION LAW 75 4) (I) 0 In De ne/' ,. 11..1O 0 O ON I- Z 2"X I 2" RIDGE; U - C SIMPSON C520 cz L (f) in 2 CONNECTOR(TYP. ALL) 4) APPROX. RIDGE HEIGHT E " " " _._._ D z ARCHITECTURAL ASPHALT 12 ROOFING WITH 15# FELT CE 0 Q > O ccs VER 8"CDX PLYWOOD WITH ICE it WEATHER SHETLD `s_ @ PERIMETERS 4 VALLEYS 2"X . "C.T. (c� 48"O.C. 2 0 2-Z"C.B. THRU C.J. R.R. ATTIC Vie'0 3 L C 0 )- (TYPICAL BOTH ENDS) , 0 I� CEIIJNG/ROOF PLATE HEIGHT • iiit��� R-30 INSULATION 2"X I O"C.J. @ 1 G" O.C. _ cn L 7 6 —.—. p E - _W ( 0 O o Z i- WINDOW HEADERS N F C ` —' 2- 2"X I 0" HEADER ABOVE N/ z -8 N C ALL WINDOWS; PROVIDE \ CS20 STRAPPING MASTER BEDROOM Illi BROOM 12�RAFTER OVERHANG o ! 2" GYPSUM BOARD `° " „S TYPICAL ALL AREAS MASTER SIMPSON H7 CONNECTOR 2 X 4 STUD WALL CLOSET (•i t•1 @ 2' X 4 INTERIOR �.�i '�t -t.j: I G" O.C. WI R-I 5 INSULATION STUD PARTITIONS ���� $g CDX PLYWD. SHEATHING fit W W/WRAP 4 SIDING S r tl_1 (n FIRST FLOOR 4" PLYWOOD SUBFLOOR ii,..1%. . t y `. 0 N ` 2"X 6"AGO SILL PLATE i„ ♦� n. 0to D a OVER TERMITE SHIELD i� 17, TJI 230 9 F.J. @ 16 O.C. R-30 INSULATION �( `f .`,' '`�`•` O GRADE OVER SILL SEAL, /it. A LT ;� ez W, si, PROVIDE SIMPSON C520 `' Q z W/LPT4 CONNECTORS t., ; ,-) \t 3- I a"XII&" LVL DROPPED 8 ' DIAMETER ANCHOR BOLTS GIRDER TYPICAL ALL AREAS W/7" MIN. DEPTH @ 48" O.G. GENERAL WIND PROTECTION CONNECTION NOTES BASEMENT Adapted from Standard for Hurricane Resistant Residential Construction; SSTD W/MIN. 3"X3"x,i,-"WASHER @PLATE o UNHEATED, UNFINISHED I 0-99 and 2001 SBC High Wind Edition Wood Frame Construction m Fasteners and Connectors for Wood Frame Construction 8"POURED CONCRETE "' FOUNDATION WALL WI 3 2"DIAMETER STRUCTURAL / 1 . A continuous load path between footings, foundations walls, floors, studs and I'-4"X 8" d. FTG.; PROV. STEEL COLUMN BURIED IN 0 2-#4 REBAR IN FOOTING 24"X 24"X I 2"POURED roof framing shall be provided. Z (TYPICAL ALL AREAS) CONCRETE FOOTING (TYP.) 4" P.CONC. SLAB ON 2. Approved connectors, anchors and other fastening devices not included in COMPACTED FILL the Standard Building Code, Table 2306.1 shall be installed in accordance with W C1 FOOTING DEPTH ( . . I 1 1 ' i . !( manufacturer's recommendations. y 1-1Z g L� 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the 0 p.s weather or subject to salt corrosion in costal areas, shall be stainless steel or Z g k&T1Jr .5.: Lt.e m hot dipped galvanized. W :: : C�-C. :_:._� _ .:._ _ = - : ._.•:.f_•- BUILDING SECTION "i6\" 4. C " .iii.-ate. F�r< ti&1L�&Lr-r ia+.n.SFW:.Rs 4. Where windows and doors interrupt wood structural panel sheathing and Z N siding, framing anchors or connectors shall be provided at the top and bottom . 0 __-. .:•...7! -__. .__ ___ :%,....,L.!. _. SCALE: 2" = I'-0" of cripple studs, header studs, and at least one stud at each side of opening. U • -_ �:. 5. Ridge straps shall be attached to each pair of opposing rafters except where � _ k-: __• :_ _ :X -2.! 4.• collar ties of I x6 or 2x4 lumber is located in upper third of attic space and ▪ti_.;_: x:--:.::• _--_ attach to each pair of rafters. . ._ W _ -._ -.. . _- L-,. -.: G. Uplift connectors shall be provided at each rafter bearing. 2 j"`�u h1J: _ 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' va • "_7Z. "" .. '" -- of exterior corners. is y :: m`N°%w -•---•= t---- tie. ;C.!: ;_ 7... .scs.LJ-.: 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the • .r.7....;:r.:-= foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x w-:: -- „ ->•r--_ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1/8” washers. A minimum of one anchor bolt shall be provided within 6 to 12 0 _ -.:_ -_...:_ __t'}-:,,:•.1..,1 .._:...4.-!: L... - •_. :_- inches of each end of each plate. Anchor bolts shall have a minimum embedment Z __,-,.,,,,.,s ' of 7 inches in concrete/masonry foundations. Anchor bolts shall be located .c= - ••- == =-- -- _=- _- .C:.(.r."'. I I=`I 11 within 1 2 inches of corners and at spacing not exceeding 4 feet on center. C.D . _.``, .__. :__: Lt. .L -•- i t:kr• Tt- `,t`-;FR-A-' , 1.-A( Z .5,.:.:-.:..-7,7:-.!,-,:t77........7! -:_•.�. !..4:- 5-::•: DESIGN LOAD CALCULATIONS ' •= - . J A'=- -:Y,: -:-'▪ °.�= :-._ • _.:_- ;,.,-ILJ-IR 13:7":.11.-3‘, EVIF I ALTERNATIVE FOR OPENING PROTECTION D `.E;:= --_-: •. =_.a:� :. ,. •_: .= V \MI-,7(.41 I...NI�;:',,,;\ U K.11}_i EL) Lnr . ;11.,s1j cr .,_6_._n I.N.Y` ; r r. N/A`;s 'Ai,;-li :-�. _ r_ 43 !n: =- 11:0`43 ,.C-.'''Z ._, .. ... .11.1_'.7: C,.-.) .' `T_Hi . F.,1-.:.(-;!..'7.1:-.13 TC• ..-71='E, :11_,N::.-1, i_ I= , ' 7H1 •.^s.: .. — ., : E.,-.71._2,-2-,27,..1,_- 16 .+ .. -A"' . , . C"•: C•=7:i ".".1.v..'.'_:..'. ,_-_ - Z0 :...7....-77-t--•:.:-! 1;E._•rt-- 40 -.-r__v___ -,...,-:.0-:.'4'`i_. __ .2......, ^,.i ,•,,..4 A` 7.'.:...-,S L?'1" J =r•,= ..., _. _ •- ': -- `__ .- ` ' , G - 2.. - t-__ ._-• __?. .7 _ L_ .-. T (..•.."-,W17111CJ f_}�ikr..;l .-.1(_ .. '� -f... c.i•,:G .'T'h A r•C'u.v' P'•':,: P.`_pPC",.-,v-. 1�•_. ., -•A_� - -_�...�- �l..r.G'. .C_A '_' ir.'-� .... .� �`iT � � � � u _ -_.::.-:5:•67.1721-.- -.-•.- /ti. ;.. v. ���'t .-,1:-1..Jvt'_• 4i, ' ,..±"=f,To.._.. fG.._.i. ,I..-_.' G.._.G.., - !1 �__ Ic..._.t. C-+ L •:-._ ....7 :•--- _...--__.:._:- -._:: ..c...:.1 _: --_._ :.:•- _e: ___ •!.t..rt!. _ TABLE R30 I .G y — o . .- - - -- :..- -'-•!----: --<i :1-1,i-- h :'Q, '`A.i`1` E�'I\i1 ,1..-_:�':r`:, "I >- - - - 5I- \: ^:�,•1:= l TABLE I G09. I .4 W :.,n t1 1as t.,yi c:r-_E: Cr 1.---i, }- FA_ M71\1:.:1_171-.S - ---- -------------------------------= __ � _ D-- - • - STRUCTURAL MEINADER ALLOWABLE DEFLECTIOrJ � eZ o v� 1_s1:rs C.F.(I:kIA =2.A_L.L.LA i;NJ C7 CEA`_) L_1A1' W . .17....:-.'•-;.-'•�•- 2. - _.,..:'t:- 1 ':C.T. ' •----.- .:,:.7 t -....t7.,.: F 1':I'. . (clr,-•:1 I. I• O =.-ti. _ ('C"__. -._.__..-: '� : 3...7- = A...;1L,"L .:r;_rrni_ ,r I:,,lt,a:•.__ '..:1-1I.,r".-:t: _ 'V .A. _. .---- --- -r•-r _ _---;-.;.:I - AF�,:.11 T1,.I1J1.A_t�F'ly- I'.. yl".,,i,A1Tr.i:'.j :Iix.•i ./I ...I.-.•1 ri_'fi•il_ —— -I -A`.=_G:A'a < — _-2 < .-M`.:_ --J <'.PA'i:_ O—c'< t._— =•1.O �'ir' 9e _"�•-i• G'tt-•.:t7.!!..7-!,-...!.•-_: a?t"dt;h.`'d to ra:f f.,l.�l =..,.,,E-.71`.-f:,�1 v' 'A%< -+-c s-e.•i < G s-'r„ <c-v 0 .... __s -- - •:"'T. `\,.}.•'' 'it C-'IC r" \iici' , ;it .. I /I - ,�ll v::!..::...t.. - - - - 1=1\11.7),,V I _0 2 I12" ZG 43.002, I G I G I 2 . r; I- r /: -c:. -rr_ rrc<: ..etin_,; G _. ..-- '=:!- t;°::_y- -_- ..:c:` - A'I „: N dl 0 to oe LU n ? U z O 0 2 q) _ c O t a_ < in 2 75 L DOWN N N SECTION SECTION •• •• '• •• A 53'-8" B - Z v ci) Q \ '••#.!.,...01 I :1 1'' "._t. .1 1 1_ 1 `' . FIREPLACE :.:IS-I:: '• \ !� (17 LL Ul L Q > .• EGRESS ® rill II ®� 29'-. 1 :.4.*/ - s= U A a O 4 INSTALL AS PER MANUFACTURER; ALL .0 15-0 p `% 8�„ 00 SPECIFICATIONS TO BE DETERMINED. • O I\ / PROVIDE RAISED HEARTH, GLASS eZ I K EE WALL E EMA"SS E % DOOR ENCLOSURE*SURROUND IL. E V s °� WALL LEGEND: ®I /,� GLASS P ALL ENCLOSURE BENCH// L N z N ENCLOSURE q NEW CONSTRUCTION 2468 g SHOWER DOOR M `0 >s Z p L MASTER BEDROOM TILE WALLS 4 FLOG' GREAT ROOM WI - tO +, s Z"X 4" STUD FRAME EXTERIOR WALLS, n 7 54 Fr. OF SHOWER / 0 0 C 17.4%LIGHT VINYL PA / N Z O (1) R-15 INSULATION, g' PLYWOOD 9.6%VENT prmriiiiiiiiiiiiiiiiiiiiiii% TRUSS FRAMED CEILING STRUCTURE `0 SHEATHING ON EXTERIOR, HOUSE WRAP# •• ® 0 / SIDING;z" GYPSUM BOARD ON INTERIOR SIDE ASIGNED BY MANUFACTURER - L Q 2'-6 1/2"• 0AS DE % ENGINEERS = OTH bA1 P15: - •: 2 X 4 INTERIOR STUD PARTITION, o ILE FLOOR ON / W/ 1 LAYER z' GYPSUM BOARD ON EACH N MUD OVER 0 I in . ii //////i SIDE; USE MOISTURE/MOLD RESISTANT SUBFLOOK _ _ -I- W • BOARD IN KITCHEN, BATH MUDROOM • " / 0 8'-O"CEILING HEIGHT \ \I:/ 0 AREAS USE CEMENT BOARD ON ALL ` 2:%G%t;%%.•., 246` THROUGHOUT ------------ - - - ./�.• UI AREAS TO RECEIVE TILE „vriiiii iiiiiiiiiii�Ann, At /iiii�iiiiiiiiiiiiii i/, _ O O :44 ® PULL-DOWN ATTIC I6 L5 1/2" f u Q STAIRWAY MAINTAIN 8'-O"CEILING HEIGHT c? O THROUGHOUT FIRST FLOOR AREA; CLOSET I Dowty l� DROPPED HEADERS WHERE SHOWN m • HALL I 3RIMMEu _ tLl m • o I I OPENINe KITCHEN Z 11,11 `o /��������� %pwAr owsimi. �1�����Jli��i►1��� 2668 3- 9 2' LVL FLUSH HEADER; HANG . W5 PROVIDE ALL 2 X IO HEADERS 2668 ?IN - - - o ABOVE WINDOWS DOORS _Ir CLOSET OGi DTII" / JOISTS;/HU SERIES TEG0868 • - UNLESS OTHERWISE NOTED; 6'-8" • / 2068 EIY /��`���������� TRIMMED /�������, HEADER HEIGHT FOR ALL WINDOWS; .• �'-2" BYFOLD LIN / \ Fia 6,G„ / I II-10" / , OPENING ALLOW FOR 2" MULLION BETWEEN ���/�����������������������A� I//////�/' 2668 % 2 •- ALL PAIRED WINDOWS SHOWN ON \ �����JAr A%����Are orArr Ar, n PAIR 3068 @ �) PLANS $ ELEVATIONS CLOSET / \\\ / /, I LAUNDR / . -. - . - . z BYFOLD o SII OO U SQUARE FOOTAGE AREAS: 2068 / 2068 ml• MUDROOM - z G J FIRST FLOOR LIVING SPACE: 1470 2068 / / Q CLOSET GARAGE: 502 = BEDROOM 0 BEDROOM 2068 ENTRY / DOWN ,� TOTAL FOOTPRINT: 1972 SQ.FT. CLOSET 4. o / ® $11U1D HIS WALL JP 0 m I �1J z C9 o I,/ / 306" ENTRY NI►E'�rIDE O '' FTi RS 3068 `- CO 123 54.FT. ,/////, 93 5Q.FT. 0 9' / / / 03 _ ns%LIGHT z.o%LIGHT p n g 3068 1 § `aR `- J 9.7%VENT / G.G%VENT 0 - :::e:4:::::::::::::::f DOGS w/ 14" .y•:;,�%�//////A! ///.':;«f.':.•.L54+.L°h'.L�,',, ,i////////////////�/////I %/i'•: u ei- CLOSET SIDELIGHT r - 1 _ C 3068 2868 I �- (5-) • / • ENTRY PORCH Y, 45 MINUTE FIRE RATED DOOR 45 MINUTE FIRE RA •00K z 2068 8'-2"CEILING HT. P. w/SELF CLOSING HINGES, w/SELF CLOSING HINGES, f- ®' \ 2068 ` r 0 a'X 6"DECK BOARDS ° DOOR SWEEP STEEL JAMB III DOOR SWEEP&STEEL JAMB /dG8 I U 0 ill _ v BEADBOARD CEILING s Z • ? WALL BETWEEN HOUSE$ GARAGE- ? U I I._8.. ` 2._0.. 7�_8" >: y �( z �;I EGRESS ® EGRESS IR DOWN R I5 INSULATION WITHIN WALL su �l ,. . .❖.. ......, y-,-.-.-.•. •••• ,-.-.-.-. . -.•.-.:•y-.-.•.-.••• ..•....•...•.•...•.;..❖.•..�•:.W� mP• FIRE RATED DRYWALL u z z 0 III t. ,i: z ° 2- 7 4" LVL PROPPED HEADER; I w TREAT FOR EXTERIOR ELEMENTS TRUSS FRAMED CEILING STRUCTIIRE `, W WRAP FINISH ) GARAGE G 0 k AS DESIGNED BY MANUFACTURE SECTIONS SECT ION\ s ENGINEERS IL- Q A. ' III n z o FLOOD ALAN ••• tO Z • N o III 3 ' DIAMETER STRUCTURAL {Z/ U N CO N STEEL COLUMN ND W (L ca O SCALE: 4" = 11-0" v, N* PROVIDER 30 INSULATION04 - _Z 0 Z m c0 $g' FIRE RATED DRYWALL . . o z 0 > - • N ON CEILING OVER GARAGE ( w ,-J 75 WINDOW AND DOOR SCHEDULE Fo W 10'6" . . O oz / Z (f) U t 0 o (-. Z 8 cHn _(t,).Li 5= 6,0- ,.. ,... W I TW2 1041 0 TILTWASH 5.81 10.45 20 5 24.7 -32.4 50' 7 EGRESS/PG UPGRADE REQUIRED 2 o 0 o l co W2 TW30410 TILTWASH 6.1 7 11.17 20 4 24.7 -26.9 30 2 III X p • _ * IS) S W3 TW244 I0 TILTWASH 4.71 8.28 10 4 25.9 -28.1 30 2 3 N PTE: _' W 1 U W4 TW243 I0 TILTWASH 3.64 6.37 10 4 25.9 -28.1 30 I :: III 6 P OVIDE WIRING FOR OVERHEAD W5 TW2432 TILTWASH 2.92 5.09 10 4 25.9 28.1 30 2 MULLED UNIT N ••• G'RAGE DOORS AS PER WG G54 GLIDING 7.70 13.30 20 4 24.7 -26.9 30 2 IN BASEMENT /' X III ANUFACTURERSPECIFICATIONS $ A../,SECTION'` I ACCORDANCE WITH THE `SECTION:I, ng.1/ D I FWG6061 I FRENCHWD.GLIDER 15.3 I 24.86 50 4 23.2 -25.4 40 I N ' SIDENTIAL ELECTRICAL CODE ��S D2 3068 w/ 1468 SIDELIGHT ENTRY DOOR I MANUFACTURER STYLE T.B.D. 1 •F NEW YORK STATE 0o 21'-12 III ' ' J . tl p- ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED :..L, ,, ,K�,., ,, ,,�`••,00•-••0•••0••�.�,II�•0•••0••000••,��,�,•,�,�, I,000000000004000�••• aS WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR,CLASSIC SERIES LOCKS 4 HARDWARE IN WHITE FINISH AND FULL,CONVENTIONAL EXTERIOR SCREENS REMOVABLE INTERIOR APPLIED EXTERIOR DIVIDED LIGHT GRILLES WHERE SHOWN ON ELEVATIONS 21'-8" cal Cr3 ? .6 ti �4 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B • MUST HAVE PG UPGRADE KIT. , COEFFICIENT I.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS (l (G�� NEW Y y ® E N G I�� TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR.HABITABLE SPACE. E 1I„ E - W� - B ,. , / �P 0. �FN�A1�/� O� ., -- CUSTOM GRILLES-SEE ELEVATIONS D v ' CO ,� "1 / * ,, ,1.kL � 1) WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS r n ` WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO 6'-0"SHALL BE 2 1/2-#8 WOOD SCREWS AT 16"0/C,FASTENERS _ ti9AY - 9 2016 r i / PAGE: _. FOR SPANS UP TO 8'-O"SHALL BE 2 I/2"-#8 AT 12"O/C. TABLE 301.2.1.2 u. ' '`� ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED BLDG. DEPT. O 08358a e I.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR TOWN OF SOUTHOLD 19 1),\' 3 GLAZING MUST MEET ASTM E 1 996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. N N o In ik nI- - 2 U z p o 2 ° � L - < 162 r. .� PO 2 Z I IL oo 0 a 0) I 7 'SI o O � N � - ^^ C/ 7 U :5 , I I `` I v J L �, Z o6 I c 7 m c j Nom zOnn _ • � � I � I I - TRUSS FRAMED ROOF STRUCTURE I F AS DESIGNED BY MANUFACTURER IENGINEERS .� 0 •— . .�. iii ILI (n p O - - - li I � 1 / .T. I I i j I • I • I i •\ \ I . I \ / • I . • I 0 _ , I ,,,, , &:...••••._/1/ • _ \. I u ., u co , 0 j \ ,L, z � �• j I /. •\ j J I I oma _ II . . . . _ j z U, 0 } I j I z � ° j j I L `� I I I D ROOF PLAN j j io ROOF GUTTER z �, SCALE: 4' = I'-O" I I U• 130N w � SON RUNOFF NOTE: I I z Z >CD co I o Gutters continuously around; z J O -( — Leader locations asp er I I I W D o N m installer - all leaders drain to I zQ z U LEADER 6" 0 PVC pipe to new drywells. I I 0 In c‘) CO RUNOFF CALCULATIONS: I i I = HOUSE CZ . pn L U 221 9 x . 167 x 7.5 = 2,779 gallons • U EXTENSION Requires (3) 8'-O" x 4'-0" rings (or equal) I I I I I i ici---01+11,Ci o SOILNF�(CAVATED [—.—.—.—.—.—._._I—.—.—.—.—._._._1. i .� s� GRADE C.) 0 \//\/ /. 0 K / ,_,,i\\/\\/\\ ri � i it 0 %�� / /�\ \i OF NEW �� Cr] 4 \\\ \\\\�. �T,\\/, \ \ A*..ENJA/14/4/ y ® E N G I��'w ! 0'-0" MIN i n til- ti PRECAST 1--1- co - DRYWELL ` PAGE: ,111116 LEADER ELEVATION / SECTION NO A Q8356a �.�' ROFES S IONP Not to Scale 5 to - Q) KP z in i D O O ON 2 -tom U W cctZ� - C �O SI_ s_ cn Q in...N il APPROX. RIDGE HEIGHT .. .. il L 2 1 0� 0 c9 _ = z 12 s 4' �' - w w TRUSS FRAMED ROOF SYSTEM 6 I tnN E p il *CEILING A5 DESIGNED BY - N MANUFACTURER ENGINEERS O m L -i- O • C5-) O ATTIC L L L � 0 - -CEILING/ROOF PLATE HEIGHT WAY R-30 INSULATION i g N ..= c 4 WINDOW HEADERS 1l N 73 N U Z s C 2- 2"X 10" HEADER ABOVE 1 • = (V = 01 C CZ ALL WINDOWS; PROVIDE / / Z 0 ' - CS2O STRAPPING MASTER BEDROOM BEDROOM FASCIA, VENTED SOFFIT, c� 12" RAFTER OVERHANG 6 1" GYPSUM BOARD 2 MASTER, `o 2"X 4"STUD WALL @ TYPICAL ALL AREAS CLOSET SIMPSON h7 CONNECTOR D 1 6" O.C. W/ R-1 5 INSULATION 2"X 4" INTERIOR S.B" CDX PLYWD. SHEATHING STUD PARTITIONS ' WI WRAP SIDING 0 L1 W FIRST FLOOR 4" PLYWOOD SUBFLOOR 2"X 6"AGO SILL PLATE < TJI 230 9 "F.J. @ 1 0" O.C. R II > R-30 INSULATION O 0 6 OVER TERMITE SHIELD GRADE OVER SILL SEAL; 1111 LLJ 'I' ' PROVIDE SIMPSON CS20 A ! (L- z W/ LPT4 CONNECTORS 3- Ii"X 1 18° LVL DROPPED g" GIRDER TYPICAL ALL AREAS DIAMETER ANCHOR BOLTS W/ 7" MIN. DEPTH @ 48" O.C. GENERAL WIND PROTECTION CONNECTION NOTES x-"WASHER @PLATE 9 BASEMENT Adapted from Standard for Hurricane Resistant Residential Construction; 55TD W/MIN. 3"X3" UNHEATED, UNFINISHED I 0-99 and 200I SSC High Wind Edition Wood Frame Construction °' Fasteners and Connectors for Wood Frame Construction 8" POURED CONCRETE m FOUNDATION WALL W/ 3 i' DIAMETER STRUCTURAL 1'-4"X 8" d. FTG.; PROV. STEEL COLUMN BURIED IN I I . A continuous load path between footings, foundations walls, floors, studs and 0 2-#4 REBAR IN FOOTING 24"X 24"X 1 2" POURED roof framing shall be provided. (TYPICAL ALL AREAS) CONCRETE FOU I ING (fYP.) 4" P.CONC. SLAB ON 2. Approved connectors, anchors and other fastening devices not included in U COMPACTED FILL the Standard Building Code, Table 2306. 1 shall be installed in accordance with• W a FOOTING DEPTH Ii I 1 U j -_+_ 1 manufacturer's recommendations. Z 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the ( ►-+ a i tsruhc .$�L weather or subject to salt corrosion in costal areas, shall be stainless steel or Z Eli hot dipped galvanized. (r-1 �,,-,52":,. -;.yC.2: . ,- 7C :,-.-- :...::- _= : ,•, - .. :i BUILDING SECTIONS IMI "< aent�*�.- �� �� rF- � ti +t � v� . r� ��.a + sr=s:n.s 4. Where windows and doors interrupt wood structural panel sheathing and � Z Z N ez="1...u.Kossiding, framing anchors or connectors shall be provided at the top and bottom 0 ri _^ •7 _n:7. •'•_ar: r:a;`r :<°_ :c C•:: _ _ 2 , •^:;.7:: SCALE: 4 = I'-0" of cripple studs, header studs, and at least one stud at each side of opening. C4 0 _ 1.".::!v.vz- ic.,: .1....e._ 5. Ridge straps shall be attached to each pair of opposing rafters except where "" ' a. :analt r �` r'•"`'`"' ''r •'-.22._ " .A. collar ties of 1x6 or 2x4 lumber is located in upper third of attic space and 0s:_;:7227:= 9•<::..s r•7.:.3.22.+ •.2:72 attach to each pair of rafters. '-'.,"+'' ''`•T ""°'-R "-`' "?- "7 I. 1.1J A/14/4, O. 6. Uplift connectors shall be provided at each rafter bearing. +4 11•41.- ' '*' * . a.. i ��9 7. Floor to floor hold-downs to be provided every 48, and every 1 0" within 4' W ' r:--_^-ra-.• P:c::;= L.'ct• •r -•- k •RLS . r:. _• - .7__--c•_ :t:2= �. ::..-..2.0--�: r_/-� ,, , ! r of exterior corners. �� r:•c�7.=-.-��r:r- :: ry:w� :_,4-...irc�;2•:: '"+� -;,0414 t� 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the 2'``' • " '- foundationfoundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3"x •-:_:. "•_:-:••.:::.c-_ ` ';' •r-- NOA 08358A �� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I/8" washers. A minimum of one anchor bolt shall be provided within 0 to 1 2 5,..-..cp.-.T.-:xIf--'=3-'==`' "{=''= '-'� `- •-' : '90 inches inches of each end of each plate. Anchor bolts shall have a minimum embedment Z �_r•a.,..g:od WEATHERING SEVERE of 7 inches in concrete'masonry foundations. Anchor bolts shall be located .c-7r:--7,7..:7:x:.=:r. 7::3:x= +a. •::.-- FROST LINE DEPTH 3'-O" within I2 inches of corners and at spacing not exceeding 4 feet on center. ter-:>.r:.:-r r::* :r-..: TERMITE MODERATE TO HEAVY Z 5-,72...t.,1r:'_ "7':-' r '`:;= =_`c' - ''c'-t DESIGN LOAD CALCULATIONS 9_:;::-r•-.7:•T.: rt.2 a,� 2-,4. :;:--+:-- DECAY SLIGHT TO MODERATE J x:7='"�;�r"!'' r'°''``� "' ,T: WINTER DESIGN TEMP. 1 1 ALTERNATIVE FOR OPENING PROTECTION o 5.•rra:trr:-wr•:-:""a7: r_:tiIL:: ._':. __ :_ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) ICE SHIELD UNDER- AS PER MANUFACTURER'S ro =,c.1.1V.-,_,�, EXTERIOR BALCONIES CO tA'OOD 5-:Z'_IC:LIR,41_PANELS,',:-:-1 A".'.^J:MUM TH;CKNES5 O:7/16"AND MAXIMUM PANEL SPAN O-o-C' z r LAYMENT REQUIRED SPECIFICATIONS/STATE CODE :`.; 2.2 - • {-�';."�:�.:_ = DECKS 40 FLOOD HAZARDS S-tALL FE PERMITTED FOR OPENING PROTECTION IN ON AND TAO STORY BUILDINGS. PANE'S U m _ _6,7+.7e:::- :_.'-•=:'-:r- ";ems_••:.° ATTICS WITHOUT STORAGE 30 SHALL i PRECUT TO CO'.J'ER GLAZED OPENINGS WiTtt ATTACHMENT HARDWARE PROVIDED.- Z Lo :-" : ,. -r.';., c-G•.r .-.,•-9.- '•; k.:I.' - : : ... 2. -__.2:.-7!5.'“:t75.. .. ATTICS WITH STORAGE 40 TABL 3 G _= R 05.= ..OJ 16, _.1 .4AND I6 9.6. A.JD .A.� ,__ I609.I . ) i i~.e� -.e%.77;d:'-'..3.7 127.'••..2.-----._ - :5ROOMS(OTHER THAN SLEEPING ROOMS) 40 (f) � „E-Ji9 31247I:MI SLEEPING ROOMS 30 TA5LE I COS. i .4 Lu z r,,2::,.:_,r;:: .c::�- ... . ,>-••': ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS o,,rJ^�tiR,1�DEERIS PROTECTION FAQ-EN'NG SCHEDULE FOR.WOOD ST/'JCTURAL PA•1E S 0 -�'-e-e-{i'�'' CRITERIA FOR CALCULATION OF DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION t1_/ o LLI ---...,:-..-y.,..--.....-- _....:•r.-_.:-•_c_7.'%.7,•'-`3.2.--125'..,..:>:_- Rafters havingslopesgreater 1_/180 AS !:_�s°AC"1G(:^lc - s) -__._.:r:� •"::72+.r•.2" ::>•�:: ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 2. '-'= Z: "- =?-y sr ,;2_.:1.z x.: ,=7 ARCHITECTURAL GRAPHIC STANDARDS " , ' , than 3/1 2 with no finished ceiling ?AN:L SPC"AN< 2-2'- < PANEL 4'-C"<PAVE G-C"<PANE- .7! !'5.."•"•:'.75,. 7-2..•'. "...'•3..:i. _ i"2_^_:moi:'•=::= _ _ G•'^._ attached to rafters -AST IEZ TYPE ..," SPAN<4'-0'' SPAN< 0.-0" SPAN <8-0'' 0 "S• r,,.;_:.;;,._5-,- ,,CO : . QY__ _ _ , :,,Y, :a SNOW Interior walls S partitions H/1 80 y.,�_as.:c_:T:.-r:.r_:�.a;a: ;r 1/2"' �ti".`OOD5C2�J1'S I6 16 12 0 /,_x;:: .!if.:,:.!. :r.:x••'•r:,2+.r=:"::wi•3.: GROUND SNOW LOAD 45 lbs. Floors$plastered ceilings L/300 Z 7 - _ -.5."._,-.., - ";•~" All other structural memebers 1_/240 2 I Z _ /'=" #5 WOOD SORE A'S 16 16 16 I 2 z SEISMIC Exterior walls with plaster or 11/300 2=1251 24.-4:43-4:ws :r•: •:ti9•�:.2e_+ :_.-_ 24 . __._. -._ DESIGN CATEGORY B stucco finish A.THIS TABLE IS EASED ON A teAX :tt2 WIND S. D(3 SECOND GUST)O. 13C �. AND MEAN ROOF •:_:<a,r_r,:..t+a:3:,:a.:.. ::1•c.vr.•,G.:rm*CA..sreFr•trat., •>.=41ai•:, .!arak+:C.ma.:Fvee.q.:zdr;.. • Exterior walls- wind loads with L/240 P•EiG'�Tt�'-3S'-^J"ORf��S Ity. r e.st_•�-'._'. r� I-7'9. � ..7114•►•r.�x ..: a • isk-!ktso.:r: a -tee. ' _. ►rrrr -r.+w 10r...-.p>t•cc*a at-� t.:me s . •it a. . •w• -- - FASTENERS S-"A.'_1_`27 INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. PAGE: 1=4 F.* WIND brittle finishes ^ U r C. 1 �:_ _�'=iCRE+,°Y s ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,TH`Y SHALL SE Jai.=,...at4^•.:...:z.r.-r.:-.r..-...-.i.or-r:rr:W.t... .::,..r1110-1 t -,.,'1x.•:.-tt.>te.,.x -,e.•3 ;:y.=-: WIND SPEED 1 20 mphExterior walls- wind loads with L/1 20 .A-A.C'�•= B. A.,O, A. 4,,;• M;N_, ,,M,, u _ I�1'_2, JR _ :� J- 1;;H��ar, J:�A. 1 , _ ti'I-;�:zA'.ti'L •c r.�,a.- +'.ar.3-.v•.,�.aco�t.��,. �.,=i.rias-•:;a_..-.a,.t-,rav-a EXPOSURE CATEGORY B flexible finishes CAPACITY OF 493 LBS. I I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAW/NG AND RELATED DOCUMENTS/S A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW tn 75 QJ N z o In 0, LO ~O NO APPROX. RIDGE•HEIGHT o `W (n Lc; G A._ ! -6 L SN Q . CP 4) - O TRUSS FRAMED ROOF SYSTEM - z 4 CEILING AS DESIGNED BY 12 U = 6-) Q MANUFACTURER ENGINEERS ( —I 6 N , E o 0 cz 0 a N ATTIC 0 L O 2-2' C.B. THRU C.J. 4 R.R. 0 CONTINUE WALL UP - m (TYPICAL BOTH ENDS) TO UNDERSIDE OF RR \ cz � SIMPSON H7 CONNECTOR s_ E L cO } CEILING/ROOF PLATE HEIGHT sw R-30 INSULATION A[�'li[�1 - U_ IL 1Lill 1 LD U s p WINDOW HEADERS h � N -1-> z N �i 4'-6" FASCIA, VENTED SOFFIT, - u1 - (n BOTH JOISTS TO I 73 2- 2"X 10" HEADER ABOVE 12" RAFTER OVERHANG 0 `� 0 0 a SIT ON WALL PLATE ALL WINDOWS; PROVIDEN 7 N >. Z - CS20 STRAPPING II 2- 7 4" LVL DROPPED HEADER; • = = 7 D C PORCH TREAT FOR EXTERIOR ELEMENTS 11) ‘5 N/ z L N 2"X 4"STUD WALL @ GREAT ROOM ENTRY N $WRAP FINISH `CV \ °0 ro 1G"O.C. W/ R-15 INSULATION ' GYPSUM BOARD II C9 47" CDX PLYWD. SHEATHING TYPICAL ALL AREAS "AZEK" BEADBOARD W/WRAP *SIDINGDOOR CEILING ON PORCH 3- 2"X 6"ACQ HEADER 3 11 "' 2- 2"X 6"ACQ GIRDER; ABOVE BASEMENT WINDOWS H4 CONNECTOR JOISTS FIRST FLOOR v 0. 1 \ \ a TJI 230 Si" F.J. I G" O.G. �1�1`I�I�1 -4"X G" DECKING @ a 2 @ R-30 INSULATION 2"X G" D.J. ILI ui GRADE l`\ U /\ •� 0O n_ = X11 \ 3- I4"X I I8O° LVL DROPPED 2"X 6"ACQ LEDGER BOLTED 0 W SCAPEWELL EGRESS WINDOW - GIRDER TYPICAL ALL AREAS TO HOUSE FRAME WITH 5" p-- Z WELL SYSTEM BY BILCO, "LEDGERLOK"SCREWS @ 16"-O.C.; MODEL#4046-54 WITH BASEMENT HANG D.J. FROM LEDGER WITH 3 TEIRS TO BE USED AS STEPS; UNHEATED, UNFINISHED SIMPSON LU26 CONNECTOR EXTEND 4"ABOVE GRADE AS PER MANUFACTURER SPECIFICATIONS mI ° / 3 2' DIAMETER STRUCTURAL STEEL COLUMN BURIED IN N 24"X 24"X 12" POURED 9 CONCRETE FOOTING (TYP.) 4" P.CONC. SLAB ON COMPACTED FILL nZ FOOTING DEPTH I . . I 1____I 1 w v • u i� wa zz § BUILDING SECTION "B" z 1I Pgi SCALE: 4" = I'-O" : C m N 0 r2U ill c8X • APPROX.IDGE HEIGHT Cl) TRUSS FRAMED ROOF SYSTEM • CEILING AS DESIGNED BY ...,474. MANUFACTURER ENGINEERS 2 C..) °.. W `a -/!'-O U GVIM R-30 INSULATION z IlII ROOF PLATE HEIGHT III ALIGN CONTINUOUS AROUND HOUSE I II I - III I g" FIRE RATED DRYWFASCIA$VENTED SOFFIT; ZALL 3- 2"X 1 2" GIRDER ALIGN HEIGHT THROUGHOUT __ W ON CEILING IN GARAGE J L, D o 1 8'-0"X 7'-0" DOORS W/ Z . " GARAGE II HEADER A5 PER TRUSS ENGINEERS 0 = 3 y DIAMETER STRUCTURAL I STEEL COLUMN BURIED IN H U ,76 I' III 0 0 24"X 24"X 12" POURED H Z CONCRETE FOOTING (TYP.) 11 U 2"X C"AGQ SILL PLATE - o !I II OVER TERMITE SHIELD W o, I I PITCH SLAB TOWARDS 11 OVER SILL SEAL; (] z \ DOOR @ A'/ FT. PROVIDE SIMPSON CS20 N W/ LPT4 CONNECTORS GARAGE SLAB W ° / I I 4" POURED CONCRETE SLAB ° ` BGRADE ' DIAMETER ANCHOR BOLTS ON COMPACTED FILL WITH W/7" MIN. DEPTH @ 46" O.G. o W.W.M. GX G/ IOX 10 1, m UNEXCAVATED WI MIN. 3"X3'xg"WASHER @ PLATE GAUGE WIRE(TYP. GARAGE) }' I=1 rul\ FOOTING DEPTH ro-fNEw• y U 6" POURED CONCRETE FNJAIy�� O� ZFOUNDATION WALL W/I'-4"X 6"d. FTG.; PROV. 0 Ap S Z 2-#4 REBAR IN FOOTING .+:4�a, c3 BUILDING SECTION "cit (TYPICAL ALL AREAS) ` n —.vs. ._ _.1,'17 'AGE: SCALE: ." = I'-0" NOA 083584 (<1 ,,,,, 7 UNAUTHORIZED ALTERATION OR ADDITION TO TH/S DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.Y.S. EDU CA TION LAW C)1----P-I CG--1-' ,.1USS PLACARDING REQUIRED SZCZOTKA RESIDENCE („) za Lf) 0, i------ . ,-,1— 0 > Z • E U_J — _1 (i) • U_J < if) '2 .. .. .. .. 1111:T7.17) 1 4.(1,7.3 z DATE: ---- .., 117-11Y) °--) I -'112-7:- . 6.1 .t s.-2,... ..—.... 1-1 .•-••••t 0 < > FEE: 2. .`.----L'*--- If itBY: . _3). ic,,,,,,..--;'_ n o cc NOT - BUILDIII0 DEPARTMENT AT 765-1802 0 AV TO 4 P FOR THE FOLLOWING INSPECTIONS: 3 7,, -sg • 1. FOUNDATION - TVJO RIOUIRED -I-',., o >- FOR POURED CONCRETE N 0 _C -59 2. ROUGH - FRAMING & PLW,MING N .4_N •,-- N 3. INSULATION (r) co- -6 6 , -0- L 4. FINAL - CONSTRUCTION MUST 0 z 5 C PE COMPLETE FOR C.O. 75 D C ALL CONSTRUCTION SHALL MEET THE z t5 n _ REQUIREMENTS OF THE CODES OF NEW -411111111\ YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. . CO1:.F L'I WITH ALL CODES OF NEW YOFIK STA-IL & TOWN CODES — - — \ i \ ( ....._ sa .._..._ AS REQUIRED AN- rrk-,44434-T-1.g r.2......raiL241.. zIA___— s I.,-7, _,_ ,_,,,fm n_ ik,,1 r.nin _ il ILI cn D 0 0 D r 0 ez U1 k----- - 0_ z — — —--AU- ' _ SO -.1-F_ES .. — . TW304 0 TW304 I 0 TW2 104 I 0 TW2 I 04 I 0 = OCCUPANCY OR • (...) _.._.._ USE IS UNLAWFUL z — . WITHOUT CERTIFICATE ..., ,....„ cp c9 ez in _ — IOF OCCUPANCY • ._.___ fKONT ELEVATION cn _,L• SCALE: ,+1" = I I-0" VLECTITCAi, >-- Z - V.IFPFCTRM: Fi.,',77, ,PLAIFICE) z u a) < z 0 --5 roo‘r,REScheck Software Version 4.6.0 `--_ PLUMBER CERTIFICATION 0- n (s) Ill .._ Compliance Certificate Otitf:Aa0')NTENT BEFORE Ci CERTIFICATL:OF OCCUPANCY Project Szczottka Residence --SOLDER-USED IN to/ATER Er.,,,,...4.: 2010 New York Energy Conservation SUPPLY-a'STEllet CANNOT cp 0 z • ,_ N tomfort: Suffolk County,flew York EXCEED 2/10OF 1%LEAD. E. u COrztructiorli-70e: •Single•family , Projectrype' Kew Construction 11_1 a_ T,-(5 0 Cancithoned Floor Area,0 ft2 LLI Slazing Area 17% (z C.Dz >= __ CO(,f_) Clma ite 2iiine: 4 (5750 H11.0) DiAiNAC..,.5:. :,,rs,.; 7.,: : ,.,,.... 111.IL '1 :r...::?::`:"7:: Perrel Date 7 — ,..-., 0 Permit number! COntaCt TC.r..7 LilL i' ' 1.1r47, ...'.1., ;V.; i.;:..; i;•, : t".: z I-- ...1...) 7" — 1 u_j Construction Site: Owner/Agent V33,4notiContractor: ______ WI Backfill,OR Prcvid ' 7.nglnecr's Certification D 0 a) CO OW Norlv Road Nancy Dwyer Desvri ConnEting, znu -1,-n' c'r3. 'c _ O 1_ F\5_ (6 Soutkold,KY loc. Southokt NY MIMI OA r7t.th."--d-rairr ".' '' :'S br24.'ll irt„i'•;711ed to Code, • U 0 tn CD 0-4,4„,„-:8,3.eettee Then Cade Awe.»ere WA 26* vt.s.k ow 2 60 1.11 eke`X efer re We..Teen&deed.eigiethe hee<ewe es earevollan.One ea.*4e easted ee tede eadeeF rave P-LUVBING r -94- In .,=E ,tt SMES%ft'eneede an eileereesafeneee UT<vr erg:toe...ft ta a Intnimat,colls home TW2 104 10 TW2 104 10 ALL PLUM? NG WASTE (1) U , I , Envelope Assemblies . , &WATER LNES NEED 1 ESTING SPEC RE COVERING i:'i'::, :, ',',.:: . .,''i,„..:.:::.::,!... , ,-::'4.;!i'i'''.,:; ,,'.. ''':.:'';'::::,!::.4.01:;*:'":, ..• , '1 ivakIi,::,11,,e, . _.. Poor 5.:AIPNoodleistirruss Over Uncondtioned Space 1425 saci on 0.033 47 0 NI I L tv.141:Wood Frame..16 0.4- 1,321 15.0 00 0.071 82 Window L Vinyl Frame:Double Pane with tow-E 103 0.320 40 I kc 0 0 Door 2;Glass .12 0 310 13 '7' 1.) Door 2:Solid 23 0.300 8 erc40,7 1,Vat Coiiirel orscissorTons 1.425 30.0 00 0.035 50 .---- -- 4S eoMPliaoreStatentu*'The proposedbaeitfirg design dem-nisei here is consistent ants,the builiing pians,specifcatIons.and ether cla 0 calculations submitted enth the perrnit appitcatio,The proposed bo3e6g has been deeigoed to meet the 21)10 New YarF Energy' fromervation Coutrudion Code pequit.,,ents m ALM-heck Version 4.3.0 and to comply with the mandatory recriorertte731 listed in the FtEiScheck Inspection Checklist LEI-- 1 SIDE ELEVATION! ',. .,, , Ci] ,R.... Name.-Rile Sgnature Date ''' SCALE: , " = I '-0" IV ,e:' k '-:" , • , '7'1). • .,'" ' / 7 ..0.--'''°**:7--. PAGE: Project Title:Szczottlo Residence Report date. okriAlis 1 Data filename;Untitled,Kk Page I of 6 -• \ ' ,.,,,,..,-•?- , ' , ••,,,: 1 .,. .„ -,. • CO OCw In 1� - w Oz O N • w Q In zZ Z _ -§ 1. 1-1 ILJ Q U p CC O O ,/ , .4 03 _ - s z . O 6 v z ° `S z O cn° S • AJ -.....-t-.•••.-. . . . . . . . _ s _ - ��� — ._ . ... . . , . . • . • • .=WG60611 TW24410 : � W24410 TW24310 - _ — 4L .;.. — L TW210410 TW210410 - _ ' `' �,' ' r r-- ---T- � D eZ U1 : :„ G54 } • BACK ELEVATION SCALE: 4” = I '-0" L U z CZ CD2 W Z t, m . >- z -g U zCli Q z '411111111111 ... cp Z Z E W _ U O • uJ •` " ) ff z H ' - A - L1J \1./ e _ TW2432 z U 1 - r < zL � - O _ 77 CO TW210410 ( U O 6 — 266803068 .� LI1 L 8070 8070 - _ - _ r_ - _ _ U - - T----- _ ■ G54 I ® 0 11 I,L ?il • . U O Q" v . IGhT SIDE ELEVATION 1 w • SCALE: 4" = I '-0" 7=3} (} NE12 ® ENG PAGE: "r • "40..... .41iv . .0 S 011 o : , 'TO.. IO +. 0 5.0 3. 15 2 cn O O Z Z CV • \ / (L Q In Z DOWN SECTION,\,, SECTION •- •-• •-• •• A / 53'-5" / Z• _ • ' -, J W GAS FIREPLACE (3 Q >- \ \ 4.4::•4.4 F .!44.•.44•.O•.•♦.••O.• •4•..o.,•• M (Th in ez 111 — Li_J n b RI 53'-8" 11. < tri Z EGRESS WINDOW WELL WITH /-2'-I 1/2"-/- t TEIRS TO BE USED AS STEPS; USE C"X C" ACQ POSTS OR •-•. • 7 1 •• - •• •• 0 Z BILCO 5CAPEWELL SYSTEM . • . 1 BACK STOOP . — G54 GLIDING WINDOW; , ' PROV. EPDXIED #4 STEEL Di n Di cc 3- 2"X 8" ACQ HEADER ABOVE, .. . " • • . ' . ' • REBAR VERT. @ I 2" O.C. 23-4 1/2'' . 7'-0" HEADER HEIGHT z '. INTO FOUNDATION WALL $ TYPICAL BOTH LOCATIONS '.) .. ' • ROOTING ABUTTING i•-0 4 EXCAVATED '../. 3 7 z5 1L5 EGRESS • >- 0 N .. .. .. -1:.'14;'',:•••.; :‘' '?":::;'6 ' '' "'.•' ° .....i. ,_-:: . :,:, .1: ,, .: , : ' ,-;c, .::.•: ° ' :.7'.:•,' - ,`' ''', ' '.:1- --=="-- L2 :: : ".... .-:'.;,..,0 !; .:' : - :. :' ' '* : ' ' ..,. ',•:.C.:,: •‘ ':. ''.,.• '",./'''-:* 7 .., .:' ,•;::.9,!::;'...,:7•. ii.', ••'.•-• -' • ZOnC ttr / THROUGHOUT PROVIDE BRIDGING ENTIRE 1 . EGRESS 4" POURED CONCRETE '• (.5 0 FLOOR SYSTEM, 8'-0" 0.C.; SLAB ON COMPACTED RILL; ,i"TSG PLYWOOD SHEATHING R-30 INSULATION ABOVE, GLUED $ SCREWED ) r' :•7 TYPICAL ALL AREAS v\4 - ";:•:, t C) 0-)Lii 3 12" DIAMETER.STRUCTURAL '.;, d r•,. STEEL COLUMN BURIED IN u . (..1) ,;:•: 24"X 24"X I 2" POURED - 0 ••2 _ - . 8' POURED CONCRETE 0 0 CONCRETE FOOTING (TYP.) - C_o a_ r , . x - . FOUNDATION WALL W/ 10-5 1/2" I 0-5 1/2" 10-5 1/2" la 5 1/." 1 0-5 1/2' - I'-4"X 8" cl FTG.; PROV. 0 N • ::.: 2-#4 REBAR,IN FOOTING °Z U__I . •'-:7- 3- I I i" LVL GIRDER, DROPF'ED p I I I . ,. (TYPICAL ALL AREAS) _ , . 0 .. ,____ L _J . L ___I T 1 1 DAMP PROOF PERIMETER j i la OF FOUNDATION WALL '' .,... n (TYPICAL ALL AREAS) . 1--- PROVIDE BEAM POCKET IN , • .._ •• 2- 2"X I 0" FLUSH TO JOISTS; TECO • PINE STAIRS AND u_ u 0 112 FOUNDATION WALL; SIZE . " DIAMETER ANCHOR BOLTS 8 AS REQUIRED $TAR ALL - HANDRAIL; CLOSE BOX (31 _ W/ 7" MIN. DEPTH @ 48" O.C. CD UP > STAIR $ RISERS. - Co . SIDES (TYP. BOTH ENDS) -' d W/ MIN. 3"X3"x-k WASHER @ ELATE Z BASEMENT . x - -t; TYPICAL BOTH AREASg) "•"' -•'' 9'-0" HEIGHT TO UNDERSIDE OF JOISTS I =m @ ,• : , . L.9 , Lc) •-' = UNHEATED, UNFINISHED I/ ," '/ APIRNOcVholDRE5S6,1MTPASLOLNCOPHRND:R5 00 LU CI_ ON.11 ,, 2- 2"X I 0", FLUSH --11 43 4'-e" HOLDDOW (TYF'. 2) H d ?_,- •• THROUGHOUT 2- 2"X IC", FLUSI-1'n-L ,, -. ,:,—, . ; :, ,'• ,=.., .6 a i,.:1,0 1 : ti - 2"X 8" ACQ LEDGER BOLTED . ., ' x - TO HOUSE FRAME WITH 5" .. ,• F\i '_) "LEDGIERLOK" SCREWS @ I C" O.C.; ' us • .., . . . . • HANG D.J. FROM LEDGER WITH l > ' 1 I'-6" / 11'-6" /-- >-- Z 6 SIMPSON LU28 CONNECTOR ' : - :„. -' U 0 >. F —I ---1 , •., . Z .:,r— : =_1 • — • — • i _._0- , _ : . ......' cy z -'-:.--r I 3-ii " LVL GIRDER, DROPPED •:— — • •\ I ,.._ z Z DOUBLE JOISTS UNDER y c, ,- < s, ALL PARTITIONS RUNNING UTILITIES 0 ' - , .. a L.5 • - ' 1 C 4" '1' : ' , CD --F, PARALLEL (TYP. ALL AREAS) PROV. FIRE RATED . i,;, = < 6 - ciN '1- STEP FOOTINGS ., " 0 (n- .., DRYWALL ON CLG. t'".: Z0 -Co , -- OVER UTILITY AREA x - • ILI ;',p 1 ..4._© 2- 2x8" ACQ GIRDER • LOWER FOUNDATION WALL 0 • HEIGHT AT DOOR OPENING C:) • — • . :" : !j: .; !:"f• :,"';i7'":' •:•,.,:" P -;,: :.., -':....':7 :;T;:t ,•..' ;: ,. :• • •. , , . '. .:::'. ,:r- I , GARAGE LGUM2G-.2 I.... BOTH SIDES - 4' POURED CONCRETE SLAB CD 0 •. ON COMPACTED RILL WITH ,,: z • >,(\•1 24'-4" / . , W.W.M. CX6/ 10X 10 E U L.) GAUGE WIRE (TYP. ALL AREAS ' U__1 Et: --F, 0_ . • WITHIN GARAGE) . 11.1 --..., • : 32'-0'' /. • ...... -- . . . 1-- ° •-• . = -4- — • • 0 LI_J —I -P 7 CO 1a-2" 0 Q.) .. I . o t; '-\-). . . zn . . . . •.:,. f2Z 0 0 1-1-•)' <9 FOUNDATION PLAN . _ n 11_1 -43- in E _.c .9 • 241'X 24"X I 21' POURED '. ui CONCRETE FOOTING .. ° = I '-0" ., . ,UNDERCOLUMN ABOVE : 0 . z 11-1 FOUNDATION WALL LEGEND: ,.' PITCH FLOOR • > 0 • • . 8POURED CONCRETE • : •• cz ,r, ..= "74-7- . D @_.) FOUNDATION WALL • ' ", 0 o . D_ Z — — WITH I'-4"X 8" FOOTING; , 0 8'-0"WALL HEIGHT .' , clAi < P4 F: 1 _ 8" POURED CONCRETE . , . FOUNDATION WALL ___ tf Cr i,,v. WITH I'-4''X 8" FOOTING; ' ' L _I •:.______________----- ct• 3'-0" BELOW GRADE ••.. ENG1 . , . . • , • ' . , • • • ' o5 Neil/ ,c .. , tiJA? , CO - s'c5'.0L W - p * AO / 2 1'-8" .Ae.t.AL,. 13 ti PAGE: •(\ C, 4- ° 08s,sses, e ESS‘ 05.03.15 • O c ILI - Lu nO O z z N• - O I I z i onLi o (f I I 75 cz u GAF 30 YEAR ARCHITECTURAL I O a >-- ,t ASPHALT ROOF SHINGLES W/ 15# _O = v a� 12 C 0 - FELT OVER e" CDX PLYWOOD WITH - - I L 6 I N 0 ICE $WEATHER SHEILD @ PERIMETERS N 3 O t. VALLEYS I U -F., C C 6b 2 I ZO UO •UI ( 2" X 12" RIDGE p LLJ - ----- - - -.- .-.-.- -.-.-.-.-•-.-.-•-.-.-.-.-.-•-•-.-.-.-•-.-.-.-. I O 0 GABLE VELI I I / ,--, U O O I / / N I ..X , L I � W TYPICAL ALL LAYOVERS - I •c. ../N. BOLT TO RAFTERS WI 8" I12 ��L/ \ LAG BOLTS I WASHERS o2 IU 1 2 c2 o 1 2 •\ 6r— oo \ \ — � 6r , _k0 ��• •I •` • x - N %%%%`'N.,,,%,, `2 •j. I '\ I z I ` �� ' POST TO RIDGE\. I \ • / OZ CD e9 z BUILD THIS WALL UP TO ./ I� co / UNDERSIDE OF RAFTERS I I- - / \ <9 oma . � � _ /// N •\ I >_ z v0 - I Q I I / 2"X 10" R.R. ( z o @ 1G" O.C. _ D @ 1 6' 0.C.J. AS C.T. H I ROOF PLAN I 12 -62 I o 0 ROOF GUTTER i I 12 Z . >,CV SCALE: 4 = I 0 I 6 -6 6 I I E U N 0 N X • z > O CD RUNOFF NOTE: I N I I U, z 0 > co Gutters continuously around; I Z -- Leader locations as per I I W0 N installer - all leaders drain to 2"X I 0" R.R. I Z (f� U LEADER \ I @ I C" O.C. Q Z — 6" OPVC pipe to new drywells. I 2 0 — co HOUSE RUNOFF CALCULATIONS: I I I = 43- n O c 22 19 x . 167 x 7.5 = 2,779 gallonsI (fl U EXTENSION Requires (3) 8'-O" x 4'-0" rings (or equal) I I L._._._._._._._L._._._._._._. I UNEXCAVATED I ® 0N r a 7� SOIL GRADE J �� / / / /\/\\/\/ , ri,�i o \/\ /\/ \//< /��\•/\ s ,�•\����\\//, / e, l , f ® ENG 11 ��\/ T Cr3 4 1 01_0" MIN ,��' . JAS, - , , PRECAST * ' DRYWELL .. r t _` w a"""'".�,+s� PAGE: LEADER ELEVATION / SECTION Not to Scale ',o �, Or'ESSt `1 05.03.15 5 • (I) fli LE) m Z UI - UI 0 I- 0 . - 0 N 2'X I 2" R.IDGE; H z SIMPSON CS20 U-1 n . CONNECTOR(1YP. ALL) APPROX. RIDGE HEIGHT •• •• •• •• \ -•-•-•-• P CD Z ARCHITECTURAL ASPHALT 12 i '§ LLii iu ROOFING WITH I 5# FELT C ov u < >- OVER i" CDX PLYWOOD Q n c) EC WITH ICE S WEATHER SHETLD @ PERIMETERS $VALLEYS 2"X C" C.T. (4 461' 0G. I "-l- @ ATTIC ic„ 0 oz -st N 2-i." C.B. TEIRU C.J. $ R.R. 0 .C. N 4-1 Z N (TYPICAL 150TH ENDS) (S) cj 777 OL >, c4 CEILING/ROOF PLATE HEIGHT 'YR! R-30 INSULATION 21'X 1 0" C.J. @ I C" O.C.0.C. • - Z 75 Q _c _L, C mimiiimir•ii •••••• •••I ,•olimi••••••• I - ( -Z C Zn WINDOW HEADERS VI Z a I 1! c\5 0 c _ - -•-.-•- 2- 2"X I 0" HEADER ABOVE ALL WINDOWS; PROVIDE C520 STRAPPING MASTFASCIA, VENTED SOFFIT,ER BEDROOM BEDROOM 1 2" RAFTER OVERHANG '1? I" GYPSUM BOARD,c, 2 MASTER 2"X 4" STUD WALL @ TYPICAL ALL AREAS CLOSET \ SIMPSON h7 CONNECTOR Es) " 1' I G" O.C. W/ R-1 5 INSULATION 2 X 4INTERIOF STUD PARTITIONS 0 tLJ S i" CDX PLYWD. SHEATHING LLI (1) W/WRAF S SIDING 0 FIRST FLOOR " ° 1PLYWOOD SUBFLOOR 4 (1_ L ,. s, f -. •-•-•- 2"X G" ACC SILL PLATE 2"X I 0" E.J. @ I C" O.C. c/E R-30 INSULATION 1 0 b OVER TERMITE SHIELD jC'\, L LL1 GRADE OVER SILL SEAL; ia_ z \ )( \ PROVIDE SIMPSON C520 E W/ LPT4 CONNECTORS 3- I i"X 1 I-75" LVL DROPPED " DIAMETER ANCHOR BOLTS GIRDER TYPICAL ALL AREAS 6 W/ 7" MINDEPTH 48" O.C. GENERAL WIND PROTECTION CONNECTION NOTES . @ BASEMENT Adapted from Standard for hurricane Resistant Residential Construction; SSTD W/MIN. 3"X3"xk," WASHER @ PLATE UNHEATED, UNFINISHED I 0-99 and 200 I SBC high Wind Edition Wood Frame Construction -th . 8" POURED CONCRETE Fasteners and Connectors for Wood Frame Construction U th FOUNDATION WALL W/ 3 i-1' DIAMETER STRUCTURAL / z 1'-4"X 8" cl. FTG.; FROV. STEEL COLUMN BURIED IN I . A continuous load path between footings, foundations walls, floors, studs and ____ 2- #4 REDAR IN FOOTING 24"X 24"X I 2" POURED roof framing shall be provided. LEI ., cs (TYPICAL ALL AREAS) CONCRETE FOOTING (TYP.) c0 C 1 4" P.CONC. SLAB ON 2. Approved connectors, anchors and other fastening devices not included in 4Ln COMPACTED FILL the Standard Building Code, Table 2300. ! shall be installed in accordance with U-_i •`- `r) FOOTING DEPTH 17%-171 II Li/. manufacturer's recommendations. H -1 -•-•-•-•--- _____I or) Lo 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the C) weather or subject to salt corrosion in costal areas, shall be stainless steel or (r) • liALI la SCHEER:LE ; , . ? ; hot dipped galvanized. ›- Z ii- . . . „„ . „ . . „. „ .. .. „ „ 2;70.1'mcs!!‘c.•-i-,ix'r/ 7 C*.V;t0C0 M-4.kt;70 6;IVO.N.O.t. -- (-) 0 JOINT D .IFTICIE VAIL cu.rarry %AIL STK:nis 13U1LDING SECTION' "AII 4. Where windows and doors interrupt wood structural panel sheathing and z 0 Q.) " " . . " " . ' •••- • " - - - • siding, framing 'anchors or connectors shall be provided at the top and bottom z . .. SCALE: -4I-" = P-0" of cripple studs, header studs, and at least one stud at each side of opening. , , z z „ - 0 ' -E..-00'..'..s4-L,2-.S..1 °=-1-021 „.„ . .. „ . . 5 Ridge straps shall be attached to each pair of opposing rafters except where 6-5....ks 935T TO 1.45.14.1-5:1"-k.T= - P1Cs!tC41,.=- 5C T.15-5 5.7 '' I 10tt LAP ' ' • , 1.4. ,,OF NE fri; collar ties of I x6 or 2x4 lumber is located in upper third of attic space and (n- „ . .„.. „ .. „. „..... „ „„ . .th-1-1f-Te TO 0.1.57-1E MC!le4f:.= T45.2 5.4 °et TE ' '" ' JA A ko . attach to each pair of rafters. ILI .._.......„.____ .. .„..___ „..... . .„.„„ _ „ . „ „ . .....„ . .„ . „ . 15-OZT"..4.-i0 TC115,7=5. 10.5 KA= Z-5.1 2 Pa!="2 : tc:i'": :. ' •/1t: -:- iNi lt.•.•e.z...vt..,TC!...k..7"Mt MD MAW 11"-,G..I .!,<;"!Si'? °) l9 (1..1- C. Uplift connectors shall be provided at each rafter bearing. CI) , * :1 , A! . sam..!_lpitmanas • r- : i• ,:ziosmc el., 23 i :: 7. Floor to floor hold-downs to be provided every 48, and every 1 0" within 4' , To.PLATe TO rcr r.....r: l".. KN= z..)a,,,i • -="'OCT I ., - !. .r, , to-ki:T AT ierr-M.-5-77C's.5 5.14.7!KXLMT 4-1 4.i :0 1.T.5-54.6`,5C1 ' : 4, . . , .-...ffskINIP4b. ';' of exterior corners. 27...0 70'57..V .1.-.75.kh:M 11-144 ;4"qc • ' 4-...- ' gr. ,dib 0 0 w....4%,..1.TO 011:4.,,tr. PACt k A..E.7 j Z..; , _ ,1..00 N '- " --'' .i.16..1 .- ........`,.4-...\- i , 0 '. 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the >, 2,_..,‘,4 •:.......z.,...s•ZT= , E U Q0 CO ) osase& e.<, 05.03.15 foundation with anchor bolts having a min. bolt diameter of 5/8" and 3 "" x 3 x • .=--_ rs) N li_J EL •---, cz - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 118" washers. A minimum of one anchor bolt shall be provided within G to 12 LL1 0 ' . PESS‘O 1511,134Ci57.15sO 405T-OF-ELO C.:•••:4, P.:C1 k Pi= :;....1‘1 ` .T....POCIT HIf _Z coCO inches of each end of each plate. Anchor bolts shall have a minimum embedment - ' •..41-17-1EFZ,ING ':7••Ek,..•'HF,E IRLIOGErr-4.W0ii of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located CD ,.._ 0 i.-.1.e,rro21:-Tor rt.ia' .'citom... ' •rt-..•_•xftem 4.2J ' -..r..Ax.er - l-'''.0S.T UNE DEFTII: ;3'-C;" z r- 4_1 ' - ,. . ''.""-' . - ' ' - within 12 inches of corners and at spacing not exceeding 4 feet on center. _J 4_.1 75 51•-.041KG TO,W:15T TO5$S,'41-5-", 11_2.i ',!14.710 MO U-I „ TERMITE MC..)DERATE TO HEAVY „ . DE 'DECAY SLIGf-;TO VODERAT SIGN LOAD CALCULATIONS z n U 121-4-7-57=TO Milk l'.1CIKA-!-T- 2,144 '!..1,T,1:11.7e5T , E - .Z15.7 Ck L.F174.15.TO mAtk roe ItbSZO 2-54 •5"...105-T WINTER, DESIGN TEW. 1 I ALTERNATIVE FOR OPENING PROTECTION 2 0 (75 co . _ 541i0 kc,,,Ln-TO.;O'.57 er ic.4..ts' ?...J4,1.4 •.5!..105.-T . . „.. „...„ . „ „ „ . ekkr pv.1.7To..i.4.Lritrol•••-im-- - TCI .m - ' '- ' IL;i..; ' -v.-car V1N-MUM UNI1FORMLY DC-ITRIBLJTED LIVE LOAD5 Ob51) ICE SIIE.LD UNDER- AS PER MAVJFACTUR.E-_,'R'S . : ( C..) 10 -EU) , . „ . . .. F5C+C-.5.9194-TE01. XTERIOR BALCONIESCO LAYM--;NT REC.)1..!!":,--',F_F.; SFEC.IFICATIONF.)/STATE '.....:01)-.! r v,,00.v..)STR!..) u.F.AL PANELS l'.'"17-1 A I' U\ THIC5,NES5 OF 7116"AND .11A.XiMU M.PA°(EL 9...PAN 07 t)I-.7 ! -93- LC) s7 r _.c . . .... 57-N-"1-2.-41..1.94:11.2.5 DEC:K.5 40 . S9ALL.5!„FE.R.,,,I1TTED FOR OPF_NI".1G PROTECTION IN 09 AND T,k0 STORY eu;!..0!!105. PANELS n o P_OOD -1/\./ARDS „ . 4.!.5.11,51"5"-nc--tzL•••,,,,e_,JC•QC.C.AT 1.1.,..5-E :VM . . 5.1 .i.4 0 4.7 IkT=.1.,1!?'.455-r5.7...T5MT,!r1,&r..1•45-0 ATriC.S Willarr 510RAGE30 59ALL 7.-.7.PRECUT TO COVER 6:_AZ.F.E-70FENING5 WIT9 ATTAC9MENT HARDWARE PROVIOED. . e..k ,755:.,574..T!5."....CP-T5141-PT-f..1.4:el_••r._Ln ATTICS MTh STOW-;1.7 40 . (R.tr.F_F,TO SECTION IG09.1.4 AND 1G09.G,.5 AND TA5LE I G09.1.4) r.7.:•_05-..!-c•f.....:•:7-.,..G..:.-:--,,..r.-..o•c,-7-- •-.1.t,-..._71-_:_-::.4,:,.-•,-.emz-c--...:.c...!_=:!,:-+•_,:-.,--c-!!.elz-.45•.-.!•: 7-•!....--c.-”.,••_7.-z4..c!,"17.:;',!71.- . TABLE R30 I .6 . --- - mv..:Mkt FirrkCP'IVT.N.-TP-52.CVM.MT5 2*A...J.ee-L'a,r).„ ROOMS(OTHER-r-IAN....:LEEPIN.,IG ROOMS.) 40 : - . • . „ . . . . .„ . . „ . „ , .. ....„ „. .. . SLEEF:NO ROOMS TABLE 1 G09. I .4 CEL.166 5.E.X.714:11S, _ ALLOWABLE DEF_EC T ION OF STKUCTUR,AL MEMEE'.')ERE-,-) . . „ . . . . . . .. I/1s " - • - '-' ' - • ' 5i CCO 25= '' 7-!?._=-1:.eia'ce.i=- ! -! -' !!- ' ' ' '' , WI!,105ORNE DE5RS PROTECTKX)PASTE`IING SCI-I.EDULE FOR.V,•`00D STRUCTURAL,PAN.ELS ...„ . . , .„„..._,„,... ,. ... .. _ .. • STRUCTURAL MEMBER ALLOWABLE DEFLECTION 5,15-Ar-COS CRITERIA FOR CALCULAT:ON OE DEAD LOAD -..rr.:..,C7-!.-AL.FACM15. 2.1 41=4.5=NC:PG.0,01.46ki!..0.5!..e,4=44O-1.11''.4T- . R.;-Ifter,,::havini.2, 51o:--,..t”.:::gre2ter L/I r.30 FASTENER SPACING(NC--;rT.S./ ,:,..,T!1.. ..1.,TE 5-1"!•0.-T514 TI'L'.14: P=0 ACTUAL VVLI-115 0f. MAIlt;;IAL.5 KLmilci;N1'.i.) 1"0 A.I.A. - • 1:4a3 -„ ... „ . ...,„ „. ... „.. . . „.. .!.J =t[..1;.ca .C•AT P.A.,21.50C.M.AZ 3.74.7 ARCH IT EC.:1'1.;RAI..G RAF'I••I IC STAN)ARP tl-oq 3/12 witil no I:nisi-led c.,..-ilind ?A.,NEL SEAN< 2`- L-0"< PA‘IEL 4'-0"<PANEL G'-0"< FANEL .. , _ ATT...5. 1e1E 5.1.5-14-75 11 17.=pL,K T-FM% . ' ' '''- -,r.J ' '' 1..•ex-tic-Pm:, r,atti-3,:hed to raftern FASTENER TYPE C SEAN <4'-0" SPAN< CO SPAN <&-o" ',. SNOW1"11 6.3o T CjiD 4 41.45'.14.-tV4,..1-5O ie.] 3,i 00C 21.45 7.ericei)c,rles 1nterior wallt:3S portitiorc, / 4) -------------- - "---- " - ----- --- ------ ---- -- ' -- - z: teo4.-ilirkk*-,_Ltv•-.. ..`,1,1-E-6-ii.-' . 2 1/2" #G WOO:"SCREWS i G 1G I 2 .E. ii 0,I AF-050 45-D oirre.. .)...re 5.74P041-T5 CRC'JND SNOW LOAD l 4S bs. plo(.4-5.4, r1;5--,,t-rr-ro cellirL/3 - 15 7,0 ' EN G1 5.1 oxr...mluo kr./V O C-VAT 54.°1!"..574=5 ASV li,•;:ii-r" A'l other 5truc tural tremeE;ier!.-7, L/24 0 r:KT511.. .k.T5 5:4 57!7.5.It TY 5 rAs.5-Tf2-0 2 I2" #5 V,'000 SCREWS IC I 6 I 6 I 2 . ... „„ ... ...„ . ... „........ „..„. .„.. ... ... „. „„. „ .... ... .... . . . SEISMIC Ex-...erior woN,; ,,,,,th ;5.!as`.:er cr . , . .221...rt..1.!!=•' '- 1 --- - '' ' ' - 51- ' ' ,;."=245 i'Jr#'5.-O '- - '' " ' ' DEctLicoo 4i -i TH SIGN CATEGORY B :lA. IS TAE1LE 15_EASED ON A MAYIN.A.UM'VND CREED(3 SECO!'ID GUST)OF 130 ME9 A".0 MEAN R007 . „ . . .„ .. . • kccs,1..c/pc‘cip pc race ct N.'s/is4c.0.1..!4:14.1 G.re*ci.0 O,.111!. F...,..1.c.,;,4 a.Ii1v..‹4".r....Ca,a w,.!,..-3"2 re,ca C C. Jr.4 r.F.sc:c.Liz ta at-a ' Exterior v./..:I's- W116 1 CO...,-j 5 Wi th 1/2-4 0 9 E1G9T OF 33'-0"OR LESS . PAGE:h..ta a4 am=pates.I/214 P37.414CALMi km s*.ch...*;c-,‘.t z.•Oa I ta A acc.a.1..*Zte=.1..:Z.72,O.:-.14.1.lit.i lItC.r.testm,0.:1.t.:1,yr-4!le JE.M..Z,*a .. , , , E, FASTENERS S9ALL SE INSTALLED AT°PECS:NG ENDS 07 THE WOOD STRUCTURAL FANEL. Icul pet, ., WIND .. '9-ittle-,' finr;iie:', „ . . . .. ' " . .. . . ._ - , c, w:-.1::P...t SCREWS::ARE ATTACHED TO NIA.F..-0I1RY CR l',1A50NRY/STUCCO,THEY 51ALL SE .7th.vt aril.far-r5-34 lb azwiewat.■acr aearcatc.1 aceri,ze_Illrzt.tnilla xvi..4c.a.k..,*ikka I Ft pay**c..ltat cpcl.ar41,tc 1-16.1,431 pi.v 4:01. WIND SHE() I 2011:1;;:1 Ex',..erior walls- mric-i leo.,:;!•:,with ll I 2CI A.TTACH ED UTILCTIG':IF_IE,A1-10"IRE.EAs.TAT-ANCHORS HAVI,IG A MIN!%1IJM WITHDR,W71., • cap:6w,Pows'i.,Ir 11 ipic on.,:na!406 444 14 113.91C sc4,cs are r,--ve,r..1. -nst.154:4:.•-1,14"..i.m..1,:..roe--.:!* . . .. ..,.. . E_XFOSL;RE CAT E7C::OKY p, Elext le.! I:nis-le:7. CAPACITY OF 490155. 1 G r 1 ,. 2"X 12" RIDGE; z o, `n oI SIMPSON 0520 O ~O O CONNECTOR(TYP. ALL) U Z c\! o APPROX. RIDGE HEIGHT LU (n I. to Q to ARCHITECTURAL ASPHALT ill .. .. .. .. ROOFING WITH 15# FELT OVER g" CDX PLYWOOD z wJ W WITH ICE *WEATHER SHETLD @ PERIMETERS $ VALLEYS 2"X 6" C.T. @ 48" O.C. 2 4-k- —1 6 p p cE io„ ATTIC RR @ ic„ 2-2' C.B. THRU C.J. $ R.R. 3- 2'LVL FLUSH CONTINUE WALL UP �C (TYPICAL BOTH ENDS) 0O >P'. HEADER TO UNDERSIDE OF RR O cZ 1 • SIMPSON H7 CONNECTOR U - CEILING/ROOF PLATE HEIGHT Nu R-30 INSULATION 2”X 10" C.J. @ 16" 0.C. t 2"X 10" C.J. @ 16" 0.C. worms 2 N .� Z . zltiii �i' r (f L 6 ' WINDOW HEADERS �+ USE SIMPSON HU SERIES z o CS 2- 2"X 10" HEADER ABOVE CONNECTOR TO CEILING BOTH JOISTS TO I FASCIA, VENTED SOFFIT, C ALL WINDOWS; PROVIDE JOISTS @ FLUSH HEADER SIT ON WALL PLATE 12" RAFTER OVERHANG z O `O C CS20 STRAPPING2- 7 4" LVL DROPPED HEADER; PORCH 2"X 4" STUD WALL @ GREAT ROOM ENTRY _ TREAT FOR EXTERIOR ELEMENTS -' $ WRAP FINISH 16" O.C. W/ R-15 INSULATION z" GYPSUM BOARD U t g" CDX PLYWD. SHEATHING TYPICAL ALL AREAS "AZEK" BEADBOARD W/WRAP $ SIDING DOOR CEILING ON PORCH 3- 2"X 8" ACQ HEADER mLLl FIRST FLOOR 2" PLYWOOD SUBFLOOR 2- 2"X 8" ACQ GIRDER; (J) ABOVE BASEMENT WINDOWS h4 CONNECTOR JOISTS n < "X 6" DECKING @ 0 < 2"X I O" F.J. @ 16" O.C. ilifil R-30 INSULATION ,\2,, 6" D.J. O O L `� \ GRADE L--- ---- i ( ----CO T• u J /N \ 3- 14"X 118" LVL DROPPED 2"X 8" ACQ LEDGER BOLTED a' Z SCAPEWELL EGRESS WINDOW GIRDER TYPICAL ALL AREAS TO HOUSE FRAME WITH 5" WELL SYSTEM BY BILCO, "LEDGERLOK" SCREWS @ 16" O.C.; MODEL# 4048-54 WITH BASEMENT HANG D.J. FROM LEDGER WITH 3 TEIRS TO BE USED AS STEPS; UNHEATED, UNFINISHED SIMPSON LU28 CONNECTOR EXTEND 4" ABOVE GRADE AS PER MANUFACTURER SPECIFICATIONS " 9 t - 3 2" DIAMETER STRUCTURAL STEEL COLUMN BURIED IN U 24"X 24"X 12" POURED CONCRETE FOOTING (TYP.) C NEWz N- 0 4" P.CONC. SLAB ON p L.0sI _ COMPACTED FILL ' 03 FOOTING DEPTH " " ` L� CD L Vijillitigb „old BUILDING SECTION B _ 33 4 ,fi , ,,1�°�) 0835sA 05.03.15 z o SCALE: 4" = r-0" z O Q U z z rz� o V s 2"X 12" RIDGE; ! t0 SIMPSON1 CS20 APPROX. RIDGE HEIGHT v CONNECTOR(TYP. ALL) 1 W G 12 n \�, O � 6 �. °@ ARCHITECTURAL ASPHALT \p0 'c2 ROOFING WITH 15# FELT z `22-‘* OVER g" CDX PLYWOOD 0 (0co -/L-g/- WITH ICE $ WEATHER ShEILD LU — PRI _ @ PERIMETERS $ VALLEYS W O SINNC.J.R-30 INSULATION 2"X 10" C16" 0.C. N � � ROOF PLATE HEIGHT z INZ Z > CO I= I ALIGN CONTINUOUS AROUND 1-10USG 0 O _ i1 \ LZ —I -1• 7 I _ g" FIRE RATED DRYWALL FASCIA VENTED SOFFIT; N O .N 00 3 2 X 12" GIRDER ALIGN HEIGHT THROUGHOUT Z U ON CEILING IN GARAGE U1 — -- IF 1 - < Z in Z - 1 � O _ - m " _ 1H----..„, 8 0IIX 7'-0" DOORS W/ W 0CD L V/ 3 1" DIAMETER STRUCTURAL GARAGE 11 2 2 X 1 0 HEADER ABOVE Z STEEL COLUMN BURIED IN 1� CS20 STRAPPING n U = 24"X 24"X 12" POURED H ' ' CONCRETE FOOTING (TYP.) 1 2"X 6" ACQ SILL PLATE OVER TERMITE SHIELD O N I L ? PITCH SLAB TOWARDS 1 OVER SILL SEAL; ® �,r f!1- DOOR @ 8"/ FT. PROVIDE SIMPSON CS20 N 4,o > U WI LPT4 CONNECTORS GARAGE SLAB 7",' v 4" POURED CONCRETE SLAB \ g" DIAMETER ANCHOR BOLTS GRADE as ON COMPACTED FILL WITH W/7" MIN. DEPTH @ 48" O.C. o W W.W.M. 6 X 6/ I O X I O )C "' UNEXCAVATED GAUGE WIRE (TYP. GARAGE) W/ MIN. 3" 3"4," WASHER @PLATE t` cr3 jFOOTING DEPTH8" POURED CONCRETE \ ® ENGT FOUNDATION WALL W/ 1'-4"X 8" d. FTG.; PROV. 2- #4 REBAR IN FOOTING BUILDING SECTION "C" (TYPICAL ALL AREAS) PAGE: SCALE: 4" = I '-0" GENERAL NOTES: o - w�� \� All construction shall conform to the 2010 Residential Code of New YorkFRAMING NOTES: w0OState;all local budding and zoning codes;the 2010 New York State EnergyH Z 0 / ARAFTER 11141111117 Conservation Code. All codes take precedent over these drawings and are to be 0 (17� considered part of the drawings whether they are indicated on the plans or not. • All lumber is to be Douglas Fir#2 or better at 6"on centerZ Q LO Z T... NOTCHED RAFTER 001404 mo ��� RAFTER %�i �\ / RAFTER 411411111111141tel Thereference standardusedmthedesignshereinistheAmericanForest Allwoodframingmcontactwithconcreteormasonryistobepressure treated. 'ACQ'designationRIDGERIDGE a . PaperAssociationWoodFrameConstructionManualforoneandtwofamilyrefers tocurrentarsenic-freetreatedwoodstandardsandshalltaketheplaceof'CCA'III .//�� TOP PLATE a dwellings,2001 Edition. • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include Z pr......-...� \ . ? TOP PLATE • •The information on this set of construction documents is to relate basic design lL1 \�/ intent and framm details. The are intended as a construction aid,not as a squash blocking web stiffeners at bearing points on girders and other load bearing areas > --I W 11 ��/• WALL STUD � substitute for framing acceptedgood buildingpractice and are in compliance with Q ~ A WALL STUD ��/ IIII generally p P U Q } current New York State building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally • Structural Steel ASTM A36- FY=30 K51 0 finished,structurally sound and weatherproof completed product. • All straps,connectors,plates,bolts,nails,etc.are to be galvanized. Designated connectors,straps, TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be • General contractor to coordinate all subcontractors,scheduling of work and nailed/bolted in accordance with the manufacturer's specifications. interaction between trades. RS i0 The contactor is responsible for ensuring that all work and construction meets • All floor sheathing is to be 4"AC type plywood,tongue E groove and shall be glued and screwed to a--� 0 >- •�� or exceeds current federal,state and local codes,ordinances and regulations,etc. the floor joists(6"o.c.edges 2"o.c.field) Q ��lb These codes are to be considered as part of the specifications for this building plan. Q _C N Ii s�/l • • Solid blocking is to be installed every 8-O'max.or mid span of all floor joists with spans exceeding 2ND. FLOOR WALL STUD il KING STUDS fin the course of construction,a condition exists which disagrees with that as 8'-0". Blocking is to be installed at all point load bearing points. O a indicated on these drawings,the contractor shall stop work and notify the designer z O Cs .. / 8 the engineer immediately. Should he fad to follow this procedure and continue work, • _� = C1 Install double Joists under all partitions running parallel Ulinhe shall assume all respons bility and liability arising therefrom.2ND. FLOOR PLATE .4 CRIPPLE STUD CWOOD JOIST a '11%1 WOOD JOIST ` 411)14 SUBFLOOR "•� `'a • All exterior wall headers to be 2-LVL's as indicated on floor plans$sections and all interior O • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. z (f)headers are to be 2-2"x 5"unless otherwise noted. All headers exceedin 5'-0"shall have a double BLOCKING `�'''I II JOIST HANGER �IIIIIIIII 1 RIM BOARD 41�' illHEADER 1 1` • The designer has not been engaged for construction supervision and assumes no jack stud with a single king stud d on exterior walls provide double sill plate(typical), I ' •� \I �\ ` responsibility for construction coordinating with these plans,nor responsibilty for ' IIGIRDER/HEADER tl a • ` I' IST. FLOOR TOP PLATES lit �� JACK STUDS i! Ij111101 construction means,methods,techniques,sequences or proceedures or for saftey • Provide insulation baffles at eave vents between rafters and soffit vents as indicated `,111,1; II, 7precautions and programs in connection with the work indicated. There are no nWOOD GIRDER 1on p,a s WOOD JOIST Ire warranties for a specific use expressed or implied m the use of these plans. IST FLOOR WALL STUD � • Contractor toprovide hardwired smoke detectors,with batteryback u andwith • Exterior flashing is to be adequately installed at all connections between roofs,walls, I p. a no intervening switches,on all floors and in each bedroom.Verify with local code chimneys,projections and penetrations as required by approved constrction practices. TYPICAL HEADER CONNECTION requirements as per Section R3 17 flew York State Residential Construciton Code. FLOOR PLAN NOTES: Q(' W JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER Install carbon monoxide detectors as per code. FOUNDATION NOTES: • Dimensions shall take precedent over scale drawings,DO NOT SCALE DRAWIIJGS rD TYPICAL MULTI-STORY CONNECTIONS 0 0 1 • All interior walls to be covered with ,"gyspusm board with metal corner reinforcing.All i zi. _ • General contractor to review plans,elevations and details to determine drywall products,including gypsum board,screw,joint compound,tapes 4 trim shall be U.5. %� "•!•�y intended heights of finished floor above typical grade. 0 �� � . �, Gypsum Co.or approved equal. All joints shall recieve 3 coats of joint treatment,Sand final WALL STUD , '�' vk • coat to a unirorm smooth surface.All walls,ceiling and interior of closets to be taped and W '� IST. FLOOR WALL STUD Existing foundation to be pinned and solid concrete filled with fasteners as shown spackled,3 coats,ready for paint. z Ii S15,,,s2; r in building sections. I SUB FLOOR �`\ 0• • Interior paint to be Benjamin Moore,walls"antique white"and ceilings white,unless WALL STUD DOUBLE JOIST • Footings shall bear on undisturbed sod within bearing capacity of 1.5 tons/sq.ft. , �� I ST. FLOOR PLATE / otherwise decided by homeowner. All interior trim 4 mouldings to be high gloss white. BOTTOM PLATE �I BATHTUB ` �' SUBFLOOR a i i '' vy � Concrete shall be FC=3,500 PSI @ 28 days . Insulation ratings and installation locations as indicated on floor plans d sections DOUBLE JOIST a IIII ��,'1' 1111 ' RIM BOARD \ Concrete on 4"sand or gravel fill minimum,with 6x6- 10/10 welded wire mesh /' f `\ • Interior doors to be solid core wood;style to be determined. �� !�` I�� � ' � reinforcement. Interior slabs to be placed on C mil.stabilized polyethylene vapor Y ��ill ,III 1, DOUBLE SILL PLATE `� ' barrier. Welded wire mesh is to be placed in the top third of the slab and is to be ` adequately supported by precast concrete bar supports to assure that the reinforcement • All bath Si kitchen area walls and ceilings adjacent to wet areas to have water resistant 'II� DOUBLE JOIST FOR NON-BEARING WALLS FOUNDATION WALL \I ^ is held in position during concrete placement and finishing. drywall,and provide wonderboard for all areas set to recieve tile. • • Z DOUBLE JOIST FOR UNDER A BATHTUB ` • HTT22 • Isolation joints are to be installed between the slab and the walls.Use preformed • Kitchen to have granite countertops with ceramic tile backsplash; all baths to have .C, joint filler that is to be cut /2"below the slab surface and the resulting joint is to be filled white ceramic tle as selected by homeowner. STt1C8 with an elastomericjomt sealant. cs PLUMBING HVAC NOTES: CD 1 1ST. FLOOR TO FOUNDATION CONNECTIONS !Nip • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds in PROVIDE 1/2"SPACING � e between all wood surfaces that are exposed to concrete or masonry surfaces. • All plumbing work shall be done by a duly licensed plumber and must conform and adhere �I_ BETWEEN THE END STUDA. 4to all New York State building codes$saftey requirements. METAL HOLD- SILL GASKET AND THE 2 OTHER STUDS I OPENING ANCHORS-AT OPENINGS .. Dampproof exterior of foundation wall with a bituminous coating;Foundation — DOWN STRAP OF 8'-0"AND LARGER excavation is not to be backfilledprior to the installation of the floor framing. —� m FOR ALLOWING • If wall orjoists are cut the installation of lumbin fixtures orequipment �® CONNECT CORNER STUD o' platesduring plumbing `q TERMITE SHIELD HOLDDOWN INSTALLATION ice/ 38-16d SINKER '�.V/ contractor mustprovide appropriate to tie framingback together. ' TO TRANSFER SHEAR I bracing g DBL. SILL PLATES: A O FASTEN WITH (2) I Gd NAILS AS PER , / 3- 2"X4"WD STUD `^ • (TO OVERLAP JOINTS) ® i MANUFACTURER CORNER TYP. Baseboard heatingis to be hot water and zoned. Plumbingcontractor is to tJ i���, i COMMON NAILS @ 6°O.C. @ ELECTRICAL NOTES: ,� �. / NAILED adequately size the system and place the baseboards in an unobstructive location in each room - Z L ��/ p°RTiON 2°X4"SILL required to reaeve heat. Minimum of one thermostat for each zone will be required. ( 1 t- FOUNDATION WALL a SIDEWALL/ PLATE • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include `! C ENDWALL installation of fixtures$specifications as indicated on plans. Light fixtures to be supplied by Z a I/ S owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Install • Plumbing fixtures to be Kohler brand or approved equal;color to be white,styles as ( 1 s� RIM JOIST TYP. selected byhomeowner. <::C �J Z �f all outlets as per code. All work is to be done in strict accordance with the New York State Code SHEAR WALL CORNER CONNECTION �II'I r DBL. SILL PLATE by a licensed electrician. All new switches$outlets to be Levition,standard,supplied 4 installed z z 157 • Mechanical subcontractor is responsible for adhering to all applicable codes and SILL PLATES TO FOUNDATION ANCHORING �'ll by contractor. Contractor to do all hook-ups as required for bathrooms. O ANCHOR BOLT �i�, (I)#4 REBAR IN saftely requirements. cp 0 I t ,I%" SHEAR CONE-MIN. _ O HVAC subcontractor to fullycoordinate system data$requirements with the ,(•\ 12" LENGTH q v J equipment supplier and to provide final system layout drawing and submit it to general contractor, 30"MIN. FOUNDATION owner and equipment supplier for final review$approval. W REBAR LENGTH Al y. '',.... WALL TYP. Q 1/2" CONSTRUCTION DETAILS * WIND LOAD PATH CONNECTION DETAILS FR MIC. FROM CORNER NOT TO SCALE METAL HOLD-DOWN/UPLIFT ANCHORcp o co 03 WIND RESISTANT CONSTRUCTION CONNECTORS ROOF — VROOF p_ VENT 1.11 UJ 760 � CONNECTION LOCATION: PART NUMBER: NOTES: zCD > — CO RIDGE-TO-RAFTERS CS20 @ 2 I" APPLY TO EACH PAIR OF RAFTERS Z = > CO RAFTER-TO-WALL H7 APPLY TO EACH RAFTER tu o 4 Z —I -t-) 75 (Y) ATTIC z `j APPLY TO EACH RAFTER O — RAFTER-TO-PLATE H8 or Hz 2.5 v •a y co PLATE-TO-WALL STUD CS20 @ 18" APPLY TO EACH WALL STUD 2 0 n cz co 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or CS20 @ 36" APPLY TO EACH WALL STUD — U 0 t7 Lii HEADER-TO-JACK STUD CS20 @ 12" APPLY TO EACH JACK STUD r_— I I T -- L -4c).-CRIPPLE STUD-TO-HEADER —H3 APPLY TO EACH CRIPPLE STUD I T- L I U 1 _ SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH SIDEWALL END KITCHEN I LAUNDRY I BATH) I t BATHI �—2 ) I ST. FLOOR-UNDER-SILL PLATE CS20 WRAP UNDER DOUBLE SILL PLATE I I I i I i (USE WITH 3"£SQUARE WASHERS) I I I I II 3 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 6 O 4 I I/2 I /4 I I I/2 i I I/2 I/4 F.A.I. u I 1-7.-- FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 11 1/4 1 1/4 11 1/4 RV D.W. W SINK) SINK) W.M._ 1 °�° AV i AV Seo ■LP Li' '7' 0 t? 1414. L J - S H c::4 FIRST FLOOR W \� st3JA1 j r 0, °2 OF NELV 02 o2 03 03 °I I/4 03 °I 1/4 c.O.il \ , 04 C131 k �. 0404 ® ENG fi se4'• CC 4"C.I. HOUSE TO SUFFOLK COUNTY TRAP DEPT. OF HEALTH 4i ` BASEMENT SERVICES APPROVED 'OA 0835Z& B35c SEWER LINE. � PAGE: ,.° SSIo‘'��` 0 5.0 3.15 SLOPE" I/4" PER FOOT PITCH TO DRAIN 8