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HomeMy WebLinkAbout42190-Z ®�SU�FGt'�cQG Town of Southold 4/3/2019 0 P.O.Box 1179 53095 Main Rd v4,j �a®� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40293 Date: 4/3/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 68530 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-5-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/31/2017 pursuant to which Building Permit No. 42190 dated 11/29/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT AND REAR COVERED PORCHES TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Galanis Realty LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42190 03-22-2019 PLUMBERS CERTIFICATION DATED 10-18-2018 L Bugdin th d Signature �gaFFn�,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE :o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON'THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42190 Date: 11/29/2017 Permission is hereby granted to: Galanis Realty LLC 56-27 East Hampton Blvd Oakland Gardens, NY 11364 To: demolish portion of existing dwelling and construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 68530 CR 48, Greenport SCTM #473889 Sec/Block/Lot# 33.-5-21 Pursuant to application dated 10/31/2017 and approved by the Building Inspector. To expire on 5/31/2019. Fees: DEMOLITION $103.35 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,300.80 CO -ADDITION TO DWELLING $50.00 Total: $1,454.15 360 Buil g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date.---JI New Construction: Old or Pre-existing Building: L(check one) /� Location of Property I /adyjy/ .g� ee,T C3lne�� House No. �* Street Hamlet Owner or Owners of Proper CJ 14-til NI J lzel�J_T y Z_L— c Suffolk County Tax Map No 1000, Section Block Lot SubdivisionFiled Map. Lot: Permit No. 1 9© //Date of Permit. � ,719-0 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /Applicant Signature so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �® roger.rich ert a-town.south old.ny.us Southold,NY 11971-0959 c®U 9 �•v BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Galanis Realty LLC Address: 68503 CR48 (5 Madison St) City: Greenport St: New York Zip: 11944 Building Permit#: 42190 Section- 33 Block- 5 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- AXIS Electric License No- 54268-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 56 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 72 CO Detectors Sub Panel A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances �511 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment, 3-combination smoke / co detectors, 6-ARC fault circuit breakers, 5-bath fans Notes: Inspector Signature: Date: March 22 2019 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road. Fax(631)765-9502 P.O.Box 1179 �; 0 Southold,NY 11971-0959 O! BUILDING DEPARTMENT # TOWN OF SOUTHOLD i a r r 1 IP` CERTIFICATION Date: Building Permit No. o j Owner.. c1,.�, ri n k (Please print) j Plumber: ._- (Ple print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. , (P umbers Signature)-' Swom to before me this day of Cit , 20 7 J RD Notary Public,_ S�' 4 Coon* D MEIIANIE V BROWN OCT 3 1 2018 Notary Public,State of New York No.01 BR4908712 Qualified in Suffolk County�aZ,, "M �'NG T. Commission Expires October 19,.... TOWN OF SOUTHOLD OF SO!/j - ---- N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN�L)' R MARKS: l � vor= DATE INSPECTOR OF SOp yo N O Comm, N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [vf FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL ,FINAL) REMARKS: 'V Af./ 14 lJOK-V vHn.Yll ova, Q L DATE INSPECTOR I �pF so # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ZINSULATION R UGH PLBG. FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] El ECTRICAL (FINAL) [ ] CODE VIOLATION [L;'-CAULKING REMARKS: IL DATE INSPECTOR fl,4 LtIAV 0 BOE so # TOWN OF SOUTHOLD BUILDING DEPT. �ycov e�' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: �VT, 6r) ;om - �wAclel 40 -p Asyql- -Nk/-, eA E s D 0 s. Qr; D,7261 -O)l PAL tv� 6 04 riot sVYVV 6, 60 DATE0 -wO ANSPECTOR I LtAlo OF SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ]:ROUGH PLSG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: lire res /2 � PA v p Z/ .0 4 6,f9( .f L-oz- A �D11� �n�i ✓� - DATE / Y INSPECTOR aoe souryo6 # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 1 765-1802 INSPECTION 4 Zl9 _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ � N FOUNDATION (2ND) l IL IS oylvo 18 $ 0 ROUGH FRAMING& Yi PLUMBING II irr INSULATION PER N.Y. y STATE ENERGY CODE tol tql iv, t frodA, /e j cfi r�✓s. SArhG • Co FINAL Q Vw, ADDITIONAL COMMENTS -1 L-Lt ` is is &C • � b W l h 4 H a voWWOF"SbUTHOLD 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 l f� � Survey Southoldtownny.gov PERMIT NO. l v Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20LT Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 L Mail to: 'Ntl C.ALAMIS Disapproved a/c S r1Aatsw sc.,G2,-eNP 11944 Phone: GLIG•461.33 0 Expiration ,20 Buil spector i JI OCT 3 1 2011 PLICATION FOR BUILDING PERMIT Date �uc u= ?_t , 20 tl B Uu .I�is1 i% ° f' INSTRUCTIONS TOWN OF SOUTHOLD 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 inspections. (Si a of applicant or name,if a corporation) h1�.1�iSa�l ��iLr;�Ti, C2�ikatT iVy (Mailing address of applicant) 11144 State whether applicant is owner, lessee,agent, architect, engineer, general contractor,electrician,plumber or builder 1-Icsr-t�u.��rvtZ Name of owner of premises _ IH C A&Ao i[S (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. SSZIs►—2 Plumbers License No. » Electricians License No. )-%U Other Trade's License No. W-5 2)D 1. Location of land on which proposed work will be done: �.mr ( 4fs �S 1-1&D%SaA sal House Number Street Hamlet County Tax Map No. 1000 Section Block S Lot Zt 0 4 Sublivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy qtr FAM4 b. Intended use and occupancy, C)'� �t�rtlL,/ 12 Esthtc 3. Nature of work(check which applicable): New Building Addition ZITL Alteration 1ST R.9- V*" Repair Removal Demolition Other Work (Description) 4. Estimated Cost y Z, Cx,o Fee (To be paid on filing this application) S. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars Ca-3. -rc. cae 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A. 7. Dimensions of existing structures,if any: Front AL11" Rear j --1C' Depth Zgt_11o�Zn Height I3'-S'�2' Number of Stories 1ztaLI ST t'�j stn�ucr t Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Sd IU Rear Q'' 9 Depth Z 1 1111711 Height Z�°C1'�Zr' Number of Stories �Wo Srtv2�/ 9. Size of lot: Front ISO.C./ Rear _'ASC). 1' Depth N04 10. Date of Purchase Name of Former Owner t4ffi. 11. Zone or use district in which premises are situated Q-y® RgSt%--yq.t-nAL 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO ► 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?YES NO ✓ 14.Names of Owner�f premises �tt1 C-At�tt tS Address C9Ao�s�t s-�,C-. iat�t'hone No. G4G. f-33 Name of��st �rmAs �, Dtt�y Addresszet_ �T;` hone No - Z�1•�Ss�ss Name of Contractor ��c Hoz Address 2s cn A��,r1As �yPhone No. � - Ste- ��o 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO ,/ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO t" * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_� -�yt-1 C—A,t-AM%s being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_ 1 CX 1 eCLj 1 P'R- (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. Sworn to efore me this day of J,,ne 20 / — E K.FUIAXTS Notary Public Notary Public,State of New York Signature of Applicant No.02FU6063116 Qualified in Queens County Commission Expires August 27,20 SCOL% A. Russell ���°SuFFgy00 STt��RI��lWAT]EIR, ' SUPERVISOR l�v][ AG]EI�u1[1EN T SOUTHOLD TOWN HALL-P_O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti��O �} Town of,Sty u th o G](�L�] CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE-COMPLETED BY THE APPLICANT ) .NOV---2.Q zQT - _ - ]DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 0 E�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Ev(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [(E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ; F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignatuFe,-Contact Infor-mation,-Dat"-Count}LTax-Map-Number!Chapter-236-does-not-appl)t_to-your-pro'ect. — 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,A=at.Contractor,Other) S.C.T.M. - 1000 Date Disirm t NAME -i_�AN1e. C-cA-to SS 'S ZC41 Section Block Lot FOR BGILD1Nta 1:1.iP1;41, C;":L Contact Information ` � � ^ Reviewed By: `�'1S^J , - - - - - - - - - - - - - - - - - - Date: Property Address / Location of Construction Work: - - - - ,- - - - - - - - - - - - r G Approved for proce5�ing Building Permit Stormwater Management Control Plan Not Required C—era , Ny Stormwater Management Control Plan a Required V(Forward to Engineering Depai Imew for Review) FORM ° SMCP- "TOS MAY 2014 i APPLICANT S.C,T,M. 1000 o-�SWQh- CHAPTER; 236 (Property Owner,Design Professional,Agent,Contractor,Other) —�-�— 33 s a Stormwater Management Control Plan C ECK WST NAME L�A.Nt�r_ CcAltS 5ectlon Block Lot Iit z S M C P -Plan Requirements: Provide ONE copy of the Building P rm)t Application, I Date: °yy * The applicant must provide a Complete Explanation and/or Rea s n for not providing �o3(-555-3�fi e1 �'vi all Information that has been Required by the following Checklist! T6nh—Nna,,, I lam_ I A Site Plan drawn to scale Not Less that 60' to tl�e inch MUST YES NO NA If You answered No or NA to any Item, Please'Provide J tification Herel sitem liow all of the following ites; If you need additional room for explanatigns, Please Provide additional Paper. a. Location & Description of Property Boundar!4- b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. �O of the Site Boundary as required by §236-17(C)(1). d. Test Hole Data Indicating Soil Characteristics&Depth tA Ground Water, C V-k S,,-RF G �V OC AN e, Limits of Clearing & Area of Proposed Land Disturbance, ©H= f. Existing & Proposed Contours of the Site (Mint Urn 2'Intervals) g Location of all existing & proposed structure roads, driveways, sidewalks, drainage Improvement &utilities. h Spot Grades & Finish Floor Elevation xisting & b6it • s for all el proposed structures. 0� ranee, I. Location of proposed Swimming Pool and d!s•harge ring, Wirar stablilzatiog !. Locat ion of pi oposed Soil Stockpile Area(s), Seedininactive scats. k. Location of proposed Construction Entrance/Staging A ea(s), I. Location of proposed concrete washout area( . iTtLocation of all proposed erosion&sediment control measures. DRAI 14 Ar-P 2. Stormwater Management Control Plan must include Calculations showing Contact TOS Engineering - I that the Stormwater improvements are sized to capture,sto e,and infiltrate Backfill, OR Provide Engineers on-site the run-off from all impervious surfaces generated y a two(21 inch that the drainage has been ins a e rainlall />torm event l 3 Details&Sectional Drawings for Stormwater practices are req Ared for approval, j Items requiring details shall include but not be limited to: j a. Erosion & Sediment Controls. b. Consti uct ion Entrance & Site Access. c. Inlet DI ainage Structures (e.g,catch basins, trent drains,etc.) ��� Nov d LeachingStructures (e, infiltration basins,Swale etc.) ` - - - - 'G DDL 1 �P�1��1'�'�.� is Required. , F,'Pr•;l� ll: USE A ' ix"�` rlrii I - "AL3 Reviewed & I Stormwater Management Control Plan is of Complete. Approved By: — — — — — — — — — — — — - - - - - - - - - — Stormwater Management Ct ntrol Plan is omplete. 2 Date- �l q /`, I � SMCP has been approved b}'the Engineei •ng Department. FORM SWCP heck List -TOS MAY 2014 ' i M -�''Elettrical.Inspector LpW,l NG D EPART, 'ENT TOWN-OFSOLITHOW! U 54375�Mbin Rbefd 00 Box 1175 Town tall"Annex,- -1 5 MAR 1 2 2019 S60th.pld, VeW York 1'i b 7 rb 6 9 Telep q,h e;(63 1, 6.5, . 802 �FAX(0 166-9 502 out APPLICATION FOR ELECTRICAL INSPECTION Dal 551 REQ05_$TED BY: at�tlj,-r j ­Cbdmpdny Name' I_rl Name: o Al, email -Ce L License,No.'. V SOV_ �b Address: Phone,No,l _00 rmat We, JOB S(Tf�-INFORMATIQN! ,(Al(I,n,fo Information Required) X Name: Addresg' oxNT-W— HOV C Cross Street: 2 Phone No.: 17 01 3 76- email: _1dg.Perm1t,#-,, 17 a B 'Block: 1000, St 5 edtloh'. Tax,M60`Di6tji6t: ease,Print,Clearly) BRIEF DESCRIPTION OF WORK,(01 iZr✓ OV`� M w Circle All That Apply' : Final �grinsl NO -Rough 16 Is job ready,f - pqq(J1oh?*.- YES Issued On Doyou,need a Temp Certificate.:- To I mp,ln'form'atl I onIt information requiredy . 3 Ph Size: 2-0 0 A Meters Old Meter#. Service Size :e - New Service Fire Reconnect'- Flood Reconnect- Service Reconnected - Underground verhead Undergro6ndL6tqra1t,, H,Frame PdleWork done on Service?' N tt 1 Additional Illfbanationt, .... .. ........ PLICATION NT-DU WITH A PAYMENT DU L 82-ReqWist for inspection Fomyjs 1 Town Hall Annex4`t Telephone(631)765-1802 54375 Main Road a Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED, -- - WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 24 Owner: C-At-a vAos 0 Location of Property: Comer/. �r.-) 4�s CS t7t�alScs�•t S'�1 a C-�L��a�c a--� Please take notice that the (check applicable line): New commercial or residential structure ✓ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure 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): Floor framing, including girders and beams (F) Roof framing (R) ! Floor and roof framing (FR) r Signature: W3-1ewmi=iL� Name (person submitting this frm): �stw►y�L -c,�t�s Capacity(check applicable line): Owner ✓ Owner representative TrussRegl5.docx Effective 1/1/2015 G ALAN 1 S REALTY L. L. C . 28-19 35`h Street Astoria,N.Y 111H Tel-1346.761337E November 29, 2017 Dear Sir or Madam, Enclosed please find check#1060 in the amount of$1,454.15 representing the fee for the construction permit for 5 Madison Street Greenport NY, AKA 68530 CR 48. Kindly Mail out the permit to : Jim Galanis 56-27 Easthampton Blvd. Oakland Gardens, NY 11364 Sincerely, r Jim Galanis Galanis Realty L.L.0 Tel: (646)761-3376 �;17F E3 DEC - 62017 TOWN OF'SOU'ROL" oF soUjy®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q Co U Am BUILDING DEPARTMENT TOWN OF SOUTHOLD November 16, 2018 Galanis Realty 56-27 East Hampton Blvd Oakland Gardens, NY 11364 Re: 68530 CR 48, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42190 —Add/Alt UrawatudoW Sim,aed"m S�ie�IridMM�rYMY� 161 i Ca�IMdii�Npw�wiW�t�� 1t �►1 1��e��lrww�ur� Ql q -mpmu% l�IlY�rM rM Mil 0a ts�Mtlndt�Intr� ®wAa h F . g r ' &jogs .er ��.� a .4d / �. ®C'. ,� VV W,e,ePIAW4 �i X1— c _ x' tix5 5 1SSUED FOR BLDG.PERMIT 10/19/201 - - -OWN - ! - - - -- - -- INDICATES i� nh' - 1 8 DIAMETER f DRYWELLS �� s Z�-V x •`� , xf x`x -i- V" d SILT FENGE �x x I-- x '' EROSION &SEDIMENT CONTROLS MPROVEV Shall include but not be limited to: x A well maintained Construction Entrance. x Wire Backed Silt fencing, stabilization & 7 6 ' x °06 Q' 5eedinS of exposed and/or inactive soils. 51TE PLAN SCALE: 1 " = 15-0" REVISIONS & DRAWING ISSUE INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM A SURVEY PREPARED BY : rssuEDFoxaro s/7i2o17 ANTHONY LEWANDOWSKI L.S. 2 DRYWELL&'RESCHECK' 11/13/2017 P.O. BOX 448 SOUTHOLD,; NY 11971 APPROVAL OF STORMWATER MANAGEMEzW 4 SURVEY DATE: 8-5- 1996 COWRO -To n�11, de C a r IAL MAP OF IVETFIELD' Date: Z 6 Approved by: 8 DRAINAGE CALCULATIO NS R00� ONLY 9 DRYWELL AREA X RAINFALL X RUNOFF CU. FT. NUMBER AREA SERVED (SQ. FT.) (7) FACTOR REQ'D. USE CU. FT. PROVIDE I MAIN HOUSE ROOF 642 SQ. FT. 0.166 1.0 106.5 (1) 4'-0"x 8'-0" DIA. = 168.9 PROJECT TITLE: GALANIS RESIDENCE II MAIN HOUSE ROOF 995.8 SQ. FT. 0.166 1.0 � � 1 ENGINEER SEAL: / REAR COVERED PORCH 65.3 (1) 4'-0" x 8'-0" DIA. = 168.9 DATE: 6/13/2017 SCALE: AS NOTED III t)tz• DRAWNBY: DANIEL G. MAIN HOUSE ROOF 697.5 SQ. FT. 0.166 1.0 115.7 (1) 4'-0" x 8'-0" DIA. = 168.9 ,yam CKEDBY:T.D.P- /FRONT COVERED PORCH F VWING tt _ 7 NOTE: ALL PIPES TO BE 'S.D.R. 35' SEWER PIPES DRAINAGE INSPECTIONS ARE REQUIRED � oa Contact TOS Engineering at 765-1560 before � 0y1 �`4 Backfill, OR Provide Engineer's Certification TENSED PQ's that the drainage has been installed to Code"- [Ecr'7�uvn DRAWINGTITLE: D11 H-2 DD DRYWELL PLAN NOV 1 3 2017 & SITE NOTES G A L A N I S R E S I D E N C E Ilya I RUMENTS OF THE ENGINEER WITH RESPECT TO THIS PROJECT PROVIDED THE ENGINEER SHALL THESE DOCUMENTS AND SHALL F o .01 -1 STATUTORY AND OTHER RESERV ` -/ *max 17. " COPYRIGHT THE OWNER SHALL O 1 -/^x�x�* COPIES OF THE ENGINEERS DRAW R /-i*� OTHER DOCUNMNTS FOR INFORM 05T1 NG PROP05ED "/'x�x `1 ` .{ �x , CONNECTION WITH THE "l��i /^���� x PROJECT THE ENGINES W1 O�� SILT FE CE 1 , SPECIFICATIONS AND 0T )C 5'- 2" 2vI-� I' •�X�' BY THE OWNER x! \ ` TTOTHIS PRO COORFOR COMPLE 'Z ^/-*�x�x ; OTHERS WITHOUT WRITTEN CONS STORY 2 STORY x \ o ,O 1 2.G Via' NO CHANGE o G� Z ,�rt�=*� \1; ♦ THOMAS D. ] 50'-0" NO CHANGE N - `xfx�* \ ` O 4 BEZEL /r�x�x \ SMITHTOWN PHONE(63 1) 2.G/20°Io HOUSE: 1 ,737.0 Z; ` EMAIL:TDRPE(a�7 ?02.5 SHED: 119.5 `;\ 1\� PORCH: 45G.G \ .5 561-ft- TOTAL: 2,313. 1 0 �\1 NOTES: it lax.) ( 11 .0%) W ; 1 \� +� O * CO � �36°TALL Z +� * SILT FENCE M �5'- 1 O' NO CHANGE .1 Q5-1a' Y SILT FENCE # 1 25-7" NO CHANGE 1 INDICATES �� INDICATES N/A NO CHANGE8'DIAMETER �, V DIAMETER 1 I DRYWELLS 29_ DRYWELLS G4'-2" NO CHANGE x Ok * x 1 K0PO x 1\, � x + , o � ON pED F05E0^ 5 Mot'l // 3° FRONT COVERED PORCH ` o `\` D�ptzO ISN g.6 a EXISTINGASPHALT , R°P.P�VERED - �.IG,1�L�VA�101`+ DPJVVEWAY- EA \ PORC G' CLIENT APPROVA APPROVED BY: poylrN� ISSUED FOR CLIENT RE REVISED 2ND FLR PLA t ISSUED FOR CLIENT RE gpO� � / zg 4 ISSUED FOR CL►FUT RE 5 ISSUED FOR BL! ER] 6 _INDICATES \ 8'DIAMETER / _ -�o DRYWELLS` / ZEA -/--�. FABRIC JOINING FENCE SECTIONS 5lTf- LOCATION l.ITt�aW�►Y� VIEW REINFORCING MESH EITHER. SCALE: N.T.5. INDUSTRIAL POLYPROPOLENE OR STEEL MESH WITH 6"MAX.OPENING SUPPORT STAND STEEL MESH SHALL BE 14 GA. MIN. � JFII GRADE3 SOLID CONCRETE COVER PLATE MIN.13.5 GA. Pr N 12"'MAX 24"BELOW GRADE WIRE IMPACTED Chimneys(Extensions) w/24"0 Chimneys (DBACKFILLL Where Needed.4'Max PES MIN 6"PVC PIPE I"X 2.. X 18.. � REINFORCED CONC.DOME STAKES _..� ! COMPACTED BACKFILL ABOVE FILTER Ui�lC715Tt9FtSE9 FABRIC(90%AASHTO T-99) GROUND TOE ANCI'IOR = 0 PC MORTAR e SOLID TOP RING IF PIPEo MII2AFI 140N FILTER FABRIC a TRENCH g w CONNECTION REQUIRED OVER COLLAR MATERIAL N A ' ®®®® 6" Q yy ®®® $0N• W F+ ®®®® 4" BACKFILL WITH CLEAN STANCES SPACED @ 8'MAX. �� ®®®® SAND AND GRAVEL USE 2" x 2"x 48" (t 3J8")WOOD OR w ®®®® MIN 3'-0'AROUND EQUIVALENT STEEL (U OR T)STAKES IMPERVIOUS NATIVE MATERIAL SILT FENCE DETAIL DESCRIPTION: ®®®®® (IF ENCOUNTERED) _ A TEMPORARY BARRIER OF FABRIC OR ®®®®®® SIMILAR MATERIAL USED TO INTERCEPT SEDIMENT LADEN FLOW FROM SMALL AREAS PREVENTING THE SEDIMENT FROM LEAVING NOT TO SCALE THE SITE. ' IZM TO GROUNDWATER MAINTENANCE: 6-0"MIN.PENETRATION INTO • INSPECT SILT FENCE VIRGIN STRATA OF SAND AND GRAVEL PERIODICALLY AND AFTER EACH RAINFALL EVENT. • REPLACE BROKEN OR DEFECTIVE POSTS TYPICAL D-PY�LL DETAIL ' PROMPTLY. • REMOVE BUILT UP SEDIMENT DEPOSITS IMMEDIATELY TO MAINTAIN CAPACITY FOR THE NEXT RAINFALL EVENT • ONCE THE CONTRIBUTING AREA IS NOT TO SCALE STABILIZED,REMOVE ALL MATERIALS AND GRADE AND STABILIZE THE AREA. D-ILDN-NIL7WELL NOTES- 1. DRYWELLS MUST BE A MINIMUM OF 20 FEET CLEAR OF ALL STRUCTURES AND 10 FEET FROM PROPERTY LINES. s 2.A MINIMUM 3 FOOT HIGH CONSTRUCTION FENCE MUST BE ERECTED AROUND THE SITE PRIOR TO START OF CONSTRUCTION. 3.NOTES TO THIS EFFECT SHALL APPEAR ON PLAN. I +1a4• AID �DUN'S R�•I-, .- � a +1i90 N `� T8i1gIL Wp 60 ,m„rioweT � 1 Q SWAGS 600 es, we ,7 1� e Derr Foo- & o ! a Dery ys(. '1 17.5•GRADE ElEVA11011 0 Broom bam OL 1• $ Brown sandy SrR ML 5>PnCTM4( ' >- aoo ` --_----_ 3. R ensrwesumal6• 1 O; I STStEM-roL4 vn.wm m cote �1 1 Pala broom fine sand SP �1 WSW 5—TAW . 9TSrN-Tow r� t / Brown futa to coarse sand SW with 109;gravel 1 •/• al 1 M ` NOTE: C� 1 UIMM FLOOR AREA 1 OF PROPOSED y DWELLING-3,4G4.1 50 FT O 1 NOTE: TOT;MEA=2 I,043 7 SQ.FT. N O SECODID orrn ------- ts$ c ::.::o PRopOADDRION l Water In broom Ene to coarse sand WM 10%grav "" OW ir NOTE: ALL NEIGHBORING t /G 5f.0 EV O DWELLINGS ARE a1 F'F NATION r•. Comments: Water encountered 16.8'below surface PCUONNE TEDWATT 1 c� TEST HOLE RESULTS NOTE (]1 SCALE:N.T 5 NO WATER5UPPLY By-McDONALD GE05CI N WELD 3 SEPTIC ` E CE sYSTEMs WITHIN 150 P.O.BOX 1000 OF ALL PROPERTY LNE5 z3T SOUTHOLD,NY 1 1971 TEL:G31.7G5.3G77 1 GAz'a�,ct DATE:G/13/2017S� 4N 159'; SITE FLAN ' � =Y OF WATER NOTE- SCALE: I" = 25'-0" 1 ENCOUNTERED-300-01 INFORMATION FOR THIS SITE PIAN WAS a� FROM FROPERTYLINE TAKEN FROM A SURVEY PREPARED BY: IMei�o�D- ANTHONY LEWANDOWSKI L.S. 1 P.O. BOX 448 SOUTHOLD, NY 1 1971 I7 76 SURVEY DATE: 8-5-1996 5 LOCKING MAP OF'FLEETFIELD' CASTING TO GRADE COVER TO GRADE LOCKING FINISHED GRADE 4 .1/ .✓ .✓ .1/ IF DROP T 15 CASTING CONCRETE Z USED ON INLET. TO GRADE FINISHED GRADE z INLET MIN.4°DIA. CHIMNEY PRECAST NOTE- APPROVED PIPE- g CONCRETE CONCRETE CHIMNEY.. _- PITCHED I/8%I' O N ` _ ,.- - - —CHIMHNEY--WAtt5 TO'13E-AMIN:.— PRI IN:.- 20° -- oll Of 2" j1111 0❑ 00 ® Im1n11= -�1 O•MI : 0•MI •' ' LOCATE DROP"T°UNDER ACCE55 I(� 1—Q Q❑ 1 I I fel INLET MIN.4"PJ CLP55 a b_ _=PENING FOR MAINTENANCE. I I ISI II 2400 PIPE OR EQUIV. -! PITCH 1/47 I'O" * - OUTLET MIN.4"0 CLASS I I�1 I 1-11 - € - 2400 PIPE oR EQUIV. J I M I I I I- I I I I M I Il PITCH 11811 1'-0" 1 1 .a � EI IMI1= I1.T Tom" ON-SITE INSPECTION BY 611-E-� c SUFFOLK COUNTY HEALTH II El 11 I`o I 11 _ �III DEPARTMENT PERSONNEL TO BE a-0 MADE AT TIME OF EXCAVATION yp I rrI I I I_�~IIII 5EPTIC TANK D AIL I �I�I I Ili 1500 GAL.TANK NO WATER SUPPLY WELLS WITHIN I I I= 150'OF SEPTIC SYSTEM I11�I�1 SEWAGE DISPOSAL SYSTEM CALCULATIONS I I I I I I1�11=1 DESIGN FLOW: S.C.H.D. MINIMUM SYSTEM FOR A SIX BEDROOM HOUSE ALL NEIGHBORING DWEWNGST-1�1 WITHIN 150'ARE CONNECTED TO 'I1=111 1II I� REQUIRED SEPTIC TANK CAPACITY: 1,500 GAL. PUBLIC WATER SUPPLY I(�I I�11= 1 b z I I 1 11 1=1 I I 1l�I�-'-o°MIN. MINIMUM LIQUID SURFACE AREA: 41 SQ. FT. 1111 1�I 11= 21 1 =I 1 I1 PENETRATION INTO A VIRGIN STRATA SEPTIC TANK: USE 8'DIAMETER TANK WITH 5'-O"LIQUID DEPTH 1500 GAL. 1 I- I FIS OF SAND b GRAVEL CAPACITY.WITH 41 SQ. FT. SURFACE AREA z I HIGHEST RECORDED GROUNDWATER LEACHING REQUIRED LEACHING POOL CAPACITY: 400 sel.ft:SURFACE AREA. ELEVATION BACK FILL MATERIAL TO POOLS: 2)8'DIAMETER POOLS VERTICAL FT. OF POOL BE CLEAN SAND 4 GRAVEL REQIllI • Q.FT. 5.1 = USE IG'VERT. IT. LEACHING RING DETAIL PRE-CAST CONCRETE STRUCTURE NOTES 1.LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST Qy' Cp REINFORCED CONCRETE LEACING STRUCTURES WITH SOLID ,JL.0" �t�•� DOMES AND/OR SLABS.REINFORCED CONCRETE SHALL HAVE d/ / A MINIMUM COMPRESSIVE STRENGTH OF 3,000 POUNDS PER SUFF SQ.INCH(PSI)AT 28 DAYS. Co. SE POOL COVERS SHALL BE AT LEAST ONE FOOT c+� p�- V�S j/ j.�,,.•y.-, ,• s „�:':�;:s-�saY:�is �,� f�,, ,1 =�`' �LOU�G DE.BUT NOT MORE THAN TWO FEET. ylr A n f9.@naw '1`t•}c�°S .�1LA.ai�: 'd •.r_._..._i�� 1_z,�ta 1 3.i•s!a ia_L..".L L .ACC 55 PENINGS WITH A MINIMUM DIAMETER OF 20 •• = a_» , n� yli�rP-�>;`4 t..1Uf 5 ALL BE PROVIDED FOR EACH LEACHING POOL 51TE ZONING DATA tom 8deed fv-.:_-C •i- I -_-- --- H. 3"x5" STAM— JURISDICTION . TOWN OF 5OUTHOLD f — — — — — — — — —— — —� a=tiq — — — -� i .__ •- >.• Sj1.,a. :b::�C,iV l 4n. tl' ifa .aa DIST: 1000 SEC. : 33 13LK : 5 LOT: 21 I PERMIT FOR Appp'0�aA!_OF CoN iRImrT19iV�I?�� PERMITTED USE : SINGLE FAMILY DWELLING I SINGLE FAMp y C'.salnOlNE ON Ly SITE AREA : 21 ,043.7 sa.ft. - -" -- I I DATE: 7-27-2017 SEAL. QF EWIZ I DATh-d...-®— O _ GALANIS RESIDENCE DRAWN BY: TRic+�'YY yo ? I 5 MADISON ST. COTNTRI ��°��� BEDROOMS DANIEL G. I � � I (68700 COUNTY RD 48) * . V �` sk i WIA�•l><MI b GREENPORT ,NY 11944 PROJECT!!: r., _ z YEARS Fg$(aM DA` E 9 r APPROVAL I 17-G-H.O. 3 - LU WILLIAM P. KEENAN SCALE' AS NOTED P.E. 086718 1 HIGHWOODS COURT TTT E. �\� '09�F• SAINT JAMES NY 11780 ESSI� (631)525-8947 BOARD OF HEALTH I —— ———— —— ——— — — —— — ———— ———-- -R®ND 1 AO .i' 176;1. Tx 48 +190, OII N TEST HOLE O z- GV h1cDONALD a DEEP 8 4' LEANING \ POOL b'DEEP LEACHING POOL 23E'%'—A,`'J�1/�- V`�\ a7'-9" _�'•sow __ ,\ \ 0 v' GALLON`�` __ �• 1 SEPTIC S�Lps 1 777 TANK NOTE ,\ =5 FLOOR AREA w� OF PROPOSED 'b• ;�, a 4,c / �w� 1 DWELLING=3,464.1 SQ FT �' N�\� Q \ NOTE Q 1 q �r�.FXly'i1NG GP5 UNE '1 1 V®` �\ LO7AREA=21,043.7 SQ.FT. � \ DUNE/ 1 , No;, fX1ySn1GW% \ VV Q EXISTING S UNDERGROUND ; 1 >" \ SWIMMING POOL ,,1 F/ FRONT 1 �\ -C1NG 5%f j4Gt W PO'CH COVERM 12 0v , 1 1 M5 \ 0 � .0° m � 1 �� p00L ALL � L NEIGHBORING 5V/6 g� �ON 19 gI/Za 1� DWELLINGS ARE \ za okn°-0 F F T10N 17 ASPHALT IX15TING IN-GROUND IXI5TING - ELEVA DPVEWAY••• CONNECTED TO 5WIMMING POOL PEAK G PUBp LIC WATER \ o,ECOeCHwNOTENG 5E1BAC.R i NO WATER SUPPLY 1 1.1 NIytuaGD \ WELLS*SEPTIC SYSTEMS WITHIN 150' 1 \ OF ALL PROPERTY LINES :\ Q �IyPNG�Iy,NG SElya� O ' 15 91i ,o NOTE: BODY OF WATER ENCOUNTERED-300'-O" FROM PROPERTY LINE pR0VE D- -�_.�' QT 1M 7 I' �� AS-BUILT 51TE PLAN Mc SCALE. I" = 20-0" INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM A SURVEY PREPARED BY: ANTHONY LEWANDOWSKI L S. ",, L P.O BOX 448 I a SOUTHOLD, NY 1 1971 D �' SURVEY DATE: 8-5-1996 MAP Off LEETf IELD' -' FEB 19 2019 A5-BUILT D RAWI N G5 REFERENCE# R10-17-0196 SITE ZONING DATA B.O.H. 311x51' STAMP AREA JURISDICTION : TOWN OfSOUTHOLD r - - - - - - - - - - - - - - - - - - - - - - - - � DIST: 1000 SEC. : 33 DLK : 5 LOT: 21 SUFFOLK COUNRY DEPART10E. T OF HEALTH SER1lICES PERMITTED USE : SINGLE FAMILY DWELLING I APPROVAL OF CONSTRl;CTED VV0RIC5 FOR I 51TE AREA : 2 1 ,043.7 5Cl.ft. I A SINGLE FAWLY RESIDENCE Date 2 4 2099 H.S.Ref.NO. /Q0--/,7-a 1 DATE. 12-4-2018 SEAL OF GALANIS RESIDENCE '�� Nc The sewage disposal and venter Supply facilities at Us I•^. 21on have been 5 MADISON ST. DRAWN BY DANIEL G. 5��� pATR/ y0 Inspected and/or certified by this Department or other agencies and found to (68700 COUNTY RD 48) * ;P 'f' be satisfactory FOR aq 6U 16VfUfl QF,d P BEDROOMS. GREENPORT ,NY 11944 PROJECT# WILLIAM P. KEENAN scALE AS NOTED _� Craig I:nepper, P.E., Chief P.E. .o 0867 A �� f SIAINT JAMES�NY 1117780 TITLE 9OFF$SiONP��� (631)525-8947 A5-BUILT DRAWINGS � h 4N9 o - - - - - - - - - - - - - - - - - - --i AC40 CERTIFICATE ®F LIABILITY INSURANCE DATE(FWIIDDIYYYY) `� 10/30/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT COMMERCIAL LINES TEAM PHONE FAC.X Emil- 800-841-1621 AINol: GEICO INSURANCE AGENCY RE"RESS: R1COMMCLL)aC;FICO COM ONE GEICO BLVD INSURER(S)AFFORDING COVERAGE NAIC 0 FREDERICKSBURG VA 22412 INSURER A: UTICA FIRST 15326 INSURED INSURER B• ISLAND EAST FINISHING,INC INSURER C: 25 WOOD AVE INSURER D: MASTIC 11950 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES-LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL SRR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP POLICY NUMBER MMIDD MIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL UABIUTY I" I" 1 PREMISES Ea occurtence $50,000 CLAIMS-MADE 7 OCCUR IV fV MFD EXP(Any one person) $5,000 A ART 5096061 00 03/05/2017 03/05/2016 PERSONAL S ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 • GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMPIOPAGG $ 000000 POLICY Fj PRO- n LOC $ AUTOMOBILE LIABILITY �! t 51 UMI 1 Ee accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA UABOCCUR ���! EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE ( AGGREGATE $ DED I I RETENTIONS $ WORKERS COMPENSATION I WC STATU- I OTH- AND EMPLOYERS'LIABILITYYINORY LIMITS ER ANY PROPRIETORIPARTNEWEXECUTIVE — NIA�I E.L.EACH ACCIDENT $ OFFICEIMEMBER EXCLUDED? 1 (Mandatory In NH) E.L DISEASE-F1�EMPLOYE $ QrSCIf yes, IPTIOe under rr r EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schodule,If mom space Is required) HANDYMAN CLASS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN JAMES GALANIS ACCORDANCE WITH THE POLICY PROVISIONS, 5 MADISON STREET E! GREENPORT NY 11944 au REPRE T VE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD A� CERTIFICATE OF LIABILITY INSURANCE DATE M01M THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; COMMERCIAL LINES TEAM PHONE F Al11, AOO 1-1621 N GEICO INSURANCE AGENCY a DRFss: ONE GEICO BLVD INSURERS AFFORDING COVERAGE NAIC Y FREDERICKSBURG VA 22412 INSURER A: UTICA FIRST 15326 INSURED INSURER B: ISLAND EAST FINISHING,INC INSURERC: 25 WOOD AVE INSURER D: MASTIC 11950 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- ILTR NSR DOL SUSR TYPE OF INSURANCE POLICY NUMBER P�OLIC EFF POLICY fmAmEXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,G00,000 X COMMERCIAL GENERA!.LIABILITY (( —ire EM S S occune ee Sri (�QQ CLAIMS MADE Q OCCUR '• MED EXP(Any ori person) $5,000 A ART 5096061 00 03/05/2017 03/05/2018 PERSONAL a ADV INjuRY $1 000 000 GENERAL AGGREGATE s2,000,000 GEWL AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMPIOPAGG $ QQQ POLICY PRO LOC $ AUTOMOBILE LIABILITY r a accidentf $ ANY AUTO 1 BODILY INJURY(Per persen) $ A ALL OWNW SCHEDULED AUTOS BODILY INJURY(Per accident) $ NON-OWNED IHIREOAUT03 AUTOS P PF d�D S S UMBRELLA UABOCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WOSTATU OTH AND EEIPLOYERW LIABILITY T t.M ANY PROPRIETORMARTNERIEXECUTIVE Y f N E.L.EACH ACCIDENT Is OFFICEIMEMBER EXCLUDED? N f A F- (Mandatory in NH) EL DISEASE-EA EMPLOYE S If yea,deseribe under QFS01;yT1QN OF OPERATIONS W— (� E L DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS I LOCATIONS VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If maro space Is required) HANDYMAN CLASS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN JAMES GALANIS ACCORDANCE WITH THE POLICY PROVISIONS. 5 MADISON STREET A REPRE YE GREENPORT NY 11944 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD REScheck SoftwareVersion 4.6.4 Compliance Certificate ° j ' J f D NOV 1 3 2017 Project The Galanis Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-fancily Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 68700 County Road 48 Jim Galanis Thomas D.Reilly (5 Madison St.) 68700 County Road 48 4 Bezel Lane Greenport, NY 11944 (5 Madison Street) Smithtown,NY 11787 Greenport, NY 11944 631.724.5740 tdrpe@tdrpe.com Ngi Compliance- 9.9%Better Than Code Maximum UA. 1026 Your UA. 924 Maximum SHGC- 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Cavity cont Assembly or -Value R-Value U'-Factor UA Perimeter' R Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 1,121 19.0 0.0 0.047 53 Wall 1:Wood Frame, 16"D.C. 11,124 15.0 5.0 0.053 570 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 171 0.300 51 SHGC: 0.27 Door 1: Glass 40 0.300 12 SHGC: 0.26 Door 2: Solid 163 0.330 54 Wall 2:Wood Frame, 16"D.C. 1,440 15.0 5.0 0.053 64 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 227 0.300 68 SHGC: 0.27 Ceiling 1: Flat Ceiling or Scissor Truss 1,727 38.0 0.0 0.030 52 Compliance Statement: The proposed building design described here is consistent with-tfae building plans,specifications,and other calculations submitted with the permit application.The proposed building ha �n sig,etlaomeet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requireme ste din'the c!}6. 1 specti n Checklist. Name-Title gnatur'' �N ;'_:� Date m Project Notes: �4 �d District: 1000 Section: 38 `�'�` 04359 Block: 5 Lot: 21 BFES S\ P� Project Title: The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServeNOBS MAIN 2017 & Prior\jim Galanis-5 Pagel of 9 Madison St, Greenport\Galanis Rescheck.rck CREScheck Software Version 4®6®4 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plansverified' Field Verified"" .;Pre=Inspection/Plan Review-_ :, Complies? ., -`'Comrrients/Assumptions' &Req.ID. value - value 103.1, ;Construction drawings and <= :' ❑Complies :Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 9 :Location on plans/spec: []Not Observable :SP-1 Energy Code building envelope.Thermal ❑Not Applicable Compliance ;envelope represented on } ` ° _ - a om liance Statement construction documents. 103.1, ;Construction drawings and j❑Complies :Requirement will be met. 103.21 documentation demonstrate r E]Does Not 403.7 energy code compliance for "s :Location on plans/spec: f []Not Observable [PR3]1 ;lighting and mechanical systems. :EC-1 Energy Code Sheet :Systems serving multiple . ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: , ;❑Complies ; 403.7=- . J sized per ACCA Manual S based ; Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA 1 Cooling: Cooling: ;❑Not Observable Manual J or other methods ' Btu/hr Btu/hr approved by the code official. : :r-]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title:The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServerVOBS MAIN 2017 & Prio Nim Galanis-5 Page 2 of 9 Madison St, Green port\Ga Ian is Rescheck.rck Section ;. # Foundation Inspection, 'Complies?' Comments/Assumptions" -&Req.ID 303.2:1 , jA protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F011]2 , i protect exposed exterior insulation :E--]Does Not and extends a minimum of 6 in. below ❑Not Observable; grade. ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 ° ;;installed. ;❑Does Not ;❑Not Observable E❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServeNOBS MAIN 2017 & PrioNim Galanis-5 Page 3 of 9 Madison St, Greenport\Galanis Rescheck.rck :Section - Plans•Verifled'' 'Field-Verified (tough-lei Inspection Complies?_ •Comments/Assumption's% &Req.ID Value Value 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). '❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable ; 402.5 ; ;❑Not Applicable [FR211 303.1.3 {U-factors of fenestration products 1- =<`= #.°''" ` "=` ' ` "°`"" `` =_ ; ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance '` ❑ ; Does Not ;with the NFRC test procedure or A: = ' `Ty Location on plans/spec: �.3F: .'❑Not Observable ,taken from the default table. 5 ;SP-1 Fenestration y. E• ` ` , ❑Not Applicable Requirements 402,4.1.1 ;Air barrier and thermal barrier ' w,' ,_ ❑Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's ❑Does Not instructions. Observable Location on plans/spec: � _•❑Not ;EC-1 Energy Code Sheet .=` []Not Applicable 402.4.3 ;Fenestration that is not site built Yx' _ `;:,`s `" ❑Complies :Requirement will be met. [FR20]1 ;is listed and labeled as meeting (` []Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC . _ ❑Not Observable ; ;400 that do not exceed code -_ z ❑Not Applicable (limits. , #r ;' H.; 402.4.5 IC-rated recessed lighting fixtures 3 - . ❑Complies ;Requirement will be met. [FR16]� sealed at housing/interior finish ='e ., "' $v' : v._°❑ Does Not }and labeled to indicate<_2.0 cfm .._ -' ,� _ a ,- []Not Observable ;Location on plans/spec: leakage at 75 Pa. EC-1 Energy Code Sheet ,_. . ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is - __ " y"t ❑Does Not ; 3 inches in diameter and >= R-6 where<3 inches.Supply and[- _ - - ❑Not Observable ;return ducts in other portions of ❑Not Applicable .the building in >= R-6 for ",:'f ;diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. 403.3:3.5 ;Building cavities are not used as __ E1 Comp ;Requirement will be met. [FR15]3 ;ducts or plenums. ` - 1❑ ; Does Not ❑Not Observable i Y _ ![]Not Applicable , 403.4 HVAC piping conveying fluids R- R-j ;❑Complies :Exception: Requirement is [FR17]z above 105 4F or chilled fluids ; ; t❑Does Not :not applicable. below 55°F are insulated to>R- ; ; ;;3 ; ;❑Not Observable ; j ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR2411 piping. F = ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5:3,. _ Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]z . >_R-3. ;❑Does Not 0, ;❑Not Observable Location on plans/spec: ❑Not Applicable ;EC-1 Energy Code Sheet 403.6 4Automatic or gravity dampers are .,; " `:_:` _ `V ❑Complies ;Requirement will be met. [FR19P l installed on all outdoor air _° x_ _="=:r.. ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServerVOBS MAIN 2017 & PriorVim Galanis- 5 Page 4 of 9 Madison St, Greenport\Galanis Rescheck.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG Server�OBS MAIN 2017 & PriorUim Galanis- 5 Page 5 of 9 Madison St, Greenport\Galanis Rescheck.rck '.StictionPlans Verified Field,Verifieil R #•. Insulation Inspection Complies?Comments/AssuImptions., Req.ID Value" Value - 303.1 All installed insulation is labeled ( ❑Complies :Requirement will be met. [IN13]2, ' 'or the installed R-values g ❑Does Not provided. 1 ,_ ❑Not Observable ; - ❑Not Applicable ; 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ' ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [I1]1 i 1❑ Steel ❑ Steel ;❑Not Observable 1❑Not Applicable 303.2, ;Floor insulation installed per u ,"IDComplies :Requirement will be met. 402.2.7 manufacturer's instructions and []Does Not [IN2]1 lin substantial contact with the Location on plans/spec:A- r :underside of the subfloor, or floor = ': ❑Not Observable ;1 Foundation Plan ` ' ' ' ° z`,' ''❑Not Applicable (framing cavity insulation is in - ,�_ _=.= � _ _ 3•��`�k , :contact with the top side of y £' sheathing,or continuous insulation is installed on the - underside of floor framing and ., j extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, ; all insulation R-value. If this is a: R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the I❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass E] mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; v !requirement applies(FR10). ;❑ Steel E] Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ;_' ❑Complies ;Requirement will be met. [IN4]1 1 manufacturer's instructions. []Does Not []Not Observable Location on plans/spec:A- :3 Cross Section(s) € - ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title:The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG Server�OBS MAIN 2017 & Prior�im Galanis- 5 Page 6 of 9 Madison St, Greenport\Galanis Rescheck.rck „Section "Plans Verified. Field Verified r # Ficial>Inspecfion Provisions Value` Value'.;” Complies?• ` Cornmerits/Assurnotions 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, j❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel �❑Not Observable 402.2.6 ; ; [Fil]1 ; ; ❑Not Applicable 303.1.1.1,(Ceiling insulation installed per :P._?;i- :1 ._..ri, ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. NfJ ❑Does Not [FI2]1 !Blown insulation marked every ,,Y:A. ;.'T ° Yt':-" Location on plans/spec:A- 300 ftz. `3;° :..: '_- ;=: _ ;❑Not Observable 3 Cross Section(s) r.E _J❑Not Applicable 402.2:3 Vented attics with air permeable °"'=, _ V'' p 3 °• .._ '❑Complies ;Requirement will be met. t,..,°. [FI22]? insulation include baffle adjacent ❑Does Not to soffit and eave vents that - ' '' Location on plans/spec:A- ?:. ❑Not Observable extends over insulation. T = ;3 Cross Section(s) } _ ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]1 .insulation >_R-value of the E❑Does Not adjacent assembly. ❑Not Observable :Location on plans/spec: ❑Not Applicable ;EC-1 Energy Code Sheet 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 .ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable .Location on plans/spec: ;EC-1 Energy Code Sheet T❑Not Applicable 403.2.3 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Exception: Requirement is [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 PDoes Not not applicable. <=3 cfm/100 ft2 without air handier @ 25 Pa.For rough-in ;❑Not Observable ; ;tests,verification may need to ; ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 i,Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies !Exception: Requirement is [FI27]1 .determine air leakage with ft2 ft2 ❑Does Not not applicable. (either: Rough-in test:Total leakage measured with a ;❑Not Observable ; !pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ; !the manufacturer's air handler j !enclosure if installed at time of .test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch 1 w.g.across the entire system ; Iincluding the manufacturer's air handler enclosure. 403.3.2.1 (Air handler leakage designated - __ '.t " ❑Complies ;Exception: Requirement is [FI24]1 :by manufacturer at<=2%of ''. % `: "5 s` ❑Does Not •not applicable. !design airflow. ❑Not Observable ; ❑Not Applicable 4031.1 Programmable thermostats a _ " I❑Com lies :Requirement will be met. [FI9]2 installed for control of primary y,;. j❑Does Not heating and cooling systems and V- initially set by manufacturer to = - °°'r= ° _ ❑Not Observable "i code specifications. ❑Not Applicable 403.1.2, ,',Heat pump thermostat installed =__ - :;❑Complies ;Exception: Requirement is [FI10fl , Ion heat ❑ pumps. Does Not .not applicab e. ❑Not Observable ❑Not Applicable .403.5,1 Circulating service hot water �--';`1`=:: °g❑Complies ;Requirement will be met. [FI11]2 systems have automatic or ❑Does Not t =accessible manual controls. - ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) J 2 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServerVOBS MAIN 2017 & PrioNlm Galanis-5 Page 7 of 9 Madison St, Greenport\Galanis Rescheck.rck ,Section ° - =' Plans Verified' Field Verified # Final Jhspection ProvisionsComplies? ',-° , Cornments/Assumptions;, Req:ID i/alue Value' . 403.6.1 ;All mechanical ventilation system ,_ _ 3 r= ❑Complies :Exception: Requirement is F125 z . fans not art of tested and listed I ❑ not applicable. [ l p Does Not HVAC equipment meet efficacy . and air flow limits. _ ❑Not Observable °I❑Not Applicable 403:2 }Hot water boilers supplying heat 3' ❑Complies :Exception: Requirement is [F1261 °.3 through one-or two-pipe heating - - " ` 'l Does Not not applicable. ¢systems have outdoor setback :control to lower boiler waterNot Observable itemperature based on outdoor ': ❑Not Applicable - :temperature. 403:5.1:1 1 Heated water circulation systems ~°r' _s, ` '-` `. ."` ❑Complies :Exception: Requirement is ` " not applicable. [F128]z ;have a circulation pump.The ❑Does Not }system return pipe is a dedicated ;❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos- [' _ ❑Not Applicable 4syphon circulation systems are not present.Controls for <.,circulating hot water system : )pumps start the pump with signal[ _ Ifor hot water demand within the - - J occupancy.Controls ;automatically turnoff the pump ;when water is in circulation loop r _ is at set-point temperature and no demand for hot water exists. , ,•'gx,r.: q : 403.5:1.2 Electric heat trace systems ADComplies ;Exception: Requirement is [F12911 1 comply with IEEE 515.1 or UL ❑ :not applicable. P Y Does Not 515.Controls automatically `" !,adjust the energy input to the 30Not Observable heat tracing to maintain the - ;',` ❑Not Applicable desired water temperature in the piping 403.5.2 ;Water distribution systems that ;._ ❑Complies ;Exception: Requirement is [F130]2 have recirculation pumps that v F^A ❑Does Not :not applicable. pump water from a heated water I supply pipe back to the heated ;: ❑Not Observable ,water source through a cold - - ❑Not Applicable water supply Pipe have a demand recirculation water 'system. Pumps have controls Ithat manage operation of the l pump and limit the temperature :,`L t'of the water entering the cold ';` t ;water piping to 1049F. : 403.5.4,,; "Drain water heat recovery units n . ` ^° 1❑Complies :Exception: Requirement is FI31 s 'tested in accordance with CSA ❑ :not applicable. [ _ l ¢ Does Not PP )B55.1. Potable water-side L ❑Not Observable : pressure loss of drain water heat 3 ¢recovery units < 3 psi for ❑Not Applicable 1 individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units < 2 psi for } 1 individual units connected to ¢three or more showers. ; 404.1 i75%of lamps in permanent `rn : ;`"•^""; 'r �❑Complies ;Requirement will be met. [F16]1 :fixtures or 75%of permanent r _ .' '❑Does Not 'fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; 'li htin ,❑Not Applicable 404.1:1 ;Fuel gas lighting systems have ,,.. M J❑Complies :Exception: Requirement is [FI23]3 no continuous pilot light. '__ i❑Does Not :not applicable. -,[]Not Observable .j❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: The Galanis Residence Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServeNOBS MAIN 2017 & Prior�im Galanis-5 Page 8 of 9 Madison St, Greenport\Galanis Rescheck.rck "Section-' Plans Verified . Field,Verified Final Inspection Provisions',' Complies? Comments%Assumptions:;" dt Req.ID Valuer Value­ 401.3 Compliance certificate posted. :.`,"; ` - ,;' . _ - ❑Complies :Requirement will be met. [FI7]z.' '€'° y- ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 s mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable : ]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:The Galanis Residence I Report date: 11/10/17 Data filename: C:\Users\Danny Gomes\Desktop\DG ServeNOBS MAIN 2017 & Prior�lm Galanis-5 Page 9 of 9 Madison St, Greenport\Galanis Rescheck.rck 2015 IECC Energy Efficiency i Insulation Rating R-Valule Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.33 0.26 .Heatin. ,&Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments k,;UMBERC8R TIFIC A TION APPRO ED AS NOTED _46 CONTENT q6 Z—, CERTIFICATE '01V""LE BEFGRE DATE: 8.P.# 'CER T'F'CA TE OF OCCUPANCY F!RE:_W0q_1 by: SOLDER USED IN WA TER ,.NOTI1F!Y,,RL9LDING DEPARTMENT"AT S')PPL'y S YS TEM CANNOT 765-1802 SAM TO 4 PM FOR THE F6 L LdMN'6 '�X' OtE�D 2/10 OF I%LEAR, 1. FOUNDATI INSPECTIONS: ' O' QUI ,N - TWO R'EIAED FOR POURED CONCRETE 2, -ROUOH---' NG & PLUMBING 3. JNSUIP, 9N,­ PLUM8jj\jiG 4, FINAL CONSTRUCTION MUST ALL PLUMBING WASTE WATER LINES NEED BECOMPLETEFOR C.O. V, ING BEFORE COV� ALL CONSTRUCTION SHALL MEET THE ERING REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN 00 CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED 9QUTun aZ=U1AM BOARD NU4EG-- All ftteilor fighting installed,replaced or '-),CCU PANCY OR "P*ed shall conform tO Chapter 172 SSE IS UNLAWFUL Of the Town Code MTHOUT CERTIFICATE OF OCCUPANCY Blower door DRAINAGE INSPECTIONS ARE REQUIRED and ductwork Contact TOS Engineering at 765-1560 before testing required. Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code- fire separation Must provide Manuals required as per D,J and S as per NYS Code NYS Energy Code • GALANIS RESIDENCE GENI=RALZONING DATA 5 MADISON STREET GREENPORT,NEW YORK- THE! ORKTHE ENGINEER SHALL ASSIST THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENT APPROVALS FOR THESUFFOLK COUNTY C0115TRUCTION DOCUMENTS OF THIS PROJECT, ALL FEES RELATED TO THIS APPROVAL PROCE=SS SHALL BE PAID FOR BY THE GAL IS JURISDICTION TOWN OF SOUTHOLD SECTION: 33 BLOCK: 5 LOT: 21 ES1DENCE OWNER, UPON BUILDING DEPARTMENT APPROVAL OF SAID DOCUMENTS,THE GENERAL CONTRACTOR 15 NOW RESPONSIBLE FOR TAKING OUT AND PAYING RELATED FEES FOR THE"BUILDING PERMIT"AND ALL FOLLOWING PERMITS UNTIL THE "CERTIFICATE F JURISDICTION:TOWN OF SOUTHOLD OF OCCUPANCY" IS SECURED. SLC : 33 S MADISON STREET, GREENPORT NY CONTRACTOR(S)SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, CODE AMENDMENTS, STANDARDS, BLK . 5 ORDINANCES, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS LOCAL ZONING ORDINANCES LOT : 21 PREPARED BY THE ENGINEER FOR THIS PROJECT ARE LOCAL BUILDING DEPARTMENT REQUIREMENTS INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY RESIDENTIAL CODE OF NEW YORK ZONE ; 11 R-40" RESIDENCE DISTRICT WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE ENERGY CODE OF NEW YORK PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, CONTRACTOR SHALL CONFORM WITH THE NYS BUILDING CODE SAFETY OF PUBLIC AND PRIVATE PROPERTY DURINGSTATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN CONSTRUCTION OPERATIONS. O.O •• x'�-x''*t 7, " COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND ZONING RULE §280-3 REQUIRED EXISTING PROPOSED ? O A .-!�x-"x , \ OTHER DOCUMENTS FOR INFORMATIONAND REFERENCE IN THE CONTRACTOR SHALL VISIT THE 51TE TO VERIFY ALL EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THE - %fix-" x ; CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS MUST BE REPORTED PROJECT. THE ENGINEERS DRAWINGS, TO THE ENGINEER OR OWNER PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE IN THEIR WORK i n t I u i (�� O �' * �3s"TALL * \ SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED THE EFFECT OP ALL EX15TING CONDITIONS. A. HEIGHT OF BUILDING (max.) 35 -0 15 28 -9%211 1`, ,i'x�*''x SILT \ BY THE OWNER OROTI-IERSONOTHER PROJECTS FOR ADDITIONS *� ; ' TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. B. HEIGHT OF STRUCTURE (max.) 2 %2 STORY I STORY 2 STORY SITE WORK xr \ THE CONTRACTOR SHALL STAKE AND LAY OUT ALL WORK AS SHOWN ON DRAWINGS AND VERIFY C. LOT AREA (min.) 40,0005q•ft. 21 ,01 2.G (a' NO CHANGE I ALL GIVEN DATA PRIOR TO CONSTRUCTION. 60 \ � ,,,.,•- x�..x� , , D. LOT WIDTH (min.) 1 501-01' 1 501-01' NO CHANGE N x— � '\U) a THOMAS D. REILLY P.E. • THE CONTRACTOR SHALL(UNLESS OTHERWISE DIRECTED BY �' x--- x OWNER) INCLUDE IN HIS/HER WORK THE REMOVAL OF ALL SHRUBS AND TREES WITHIN THE AREA ��*`'x' , O 4 BEZEL LANE OF WORK, AND TRANSPLANTING OF SAME TO LOCATION(5)AS DIRECTED BY THE OWNER. C `i8 , \ — SMITHTOWN,NY 11787 THE CONTRACTOR SHALL EXERCISE GOOD JUDGMENT IN MINIMIZING DAMAGE TO EXISTING AREASHOUSE: 1 ,737.0 , ' RC1 PHONE(631)724.7888 (INCLUDING LAWNS AND SHRUB(5) E. LOT COVERAGE (max.) 2 1 ,01 2.0/20% SHED: I 19.5 ; `,`� EMAIL:TDRPE(a,TDRPE.COM 20% OF =4,202.5 PORCH: 45G.G ALL EARTH/GRASS SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, WORK MAY INCLUDE NEW BACK FILL, TOPSOIL AND LOT AREA 4,202.5 5 ft. 1 ` \ cl TOTAL: 2,3071 3. 1 0 1 RE SEEDING WITH FERTILIZER TO MATCH EXISTING ADJACENT AREAS. (max.) ( 1 I .O !0) 0 \x `� ; \ NOTES: EROSION AND SEDIMENT CONTROL 1 . During the course of construction, certain erosion and sediment control SETBACKS PRINCIPAL BLDG. O_ \ 56rFeNCE measures may become necessary to prevent the transport of sediment to FFRONT YARD (min ) 501-011 451- 10' NO CHANGE 11 off-site areas and the length , . of time that areas are exposed. Measures will be dictated by field conditions as construction progresses, but the G„ O followin eneral conditions shall be observed: G. SIDE YARDS each (min.) 15-0" EACH S.Y.# 1 251-7NO CHANGE \ 9 g " AV'x 36"TALL x \ A.) Existing INDICATES S'LT FENCE1 vegetation to remain shall be protected and remain undisturbed. 35' Q11 ACG. ACG: N/A NO CHANGE � 1 8'DIAMETER INDICATES B.) The length - and steepness of cleared slopes and disturbed areas shall be \ \ DRYWELLS minimized to reduce runoff velocities, ; x 2s'-5.2' r 8'DIAMETER C.) Runoff shall be diverted away from cleared slopes. H. REAR YARD (min.) 501-0" G41-211 NO CHANGE \�i �., �.� 299, DRYWELLS D.) Sediment shall be trapped on the site. ' _,_•_ _ 2. Grade areas of disturbance to final erace as soon as possible. Spread .,. ,.. ..w. ,, t'�• �� . �� topsoil and mulch and seeds those areas of no future disturbance. Inspect 4 �, ', r, ++ dam . -. .y,� �. \ , /• \ seeded areas periodically and after each rainfall event. Any significant w j y ."• x �' a5 furrows shall be filled in immediately and reseeded. ` � , :'I°► ,. \ �ai FRON x * ,SKI '� t *",•"�', ` .:E "» 3. Plant seed on temporary stockpiles while material is been stored. s h a F x "' a�1 t-a r y r ey i } 5 F`rnw eF' r ? ', I „k'""'!� �„ s4^c 7•"''�" '_'�'�`^ \ x 4. Once the disturbed area is stabilized, remove all materials, grade and „nf stabilize the Silt fence/haybale area in accordance with the landscape plan. � f` T ' m :.{ ' c Ir-• 1 *k 1 N p ✓��O W PROPOSED ' • +, ;„ � � .� S \ � oe POSE 3�` FRONT COVERED w 5(pR I a \ i OF #5 p \� a STAKE - I.liS « � `tio ................................... .. EXISTING LGL. I5 PROPOSED ASPHALTODRiVEWAY — . v •,. . i t n \ \ REAR GOVE2Et-; , CLIENT APPROVALS 1rAPPROVED BY: DATE: Q 1n 1enG , STAPLES `� `\ " i r .. ,'; \, StNG Dw�UNG 1 ISSUED FOR CLIENT REVIEW 6/26/2017 REVISED 2ND FLR,PLAN 6/30/2017 FABRIC JOINING FENCE SECTIONS1 R�PRPOPGh ` •O 3 ISSUED FOR CLIENT REVIEW 7/10/2017 51TE LOCATION Z4 ISSUED FOR CLIENT REVIEW 7/11/2017 CUTAWAY VI EVVREINFORCING MESH EITHER 5 ISSUED FOR BLDG.PERMIT 10/19/2017 SCALE: N.T.S. \� ��"NGS�I�� d� \ INDUSTRIAL POLYPROPOLENE OR 1 EKlytINGDW // d 15.9 6 STEEL MESH WITH 6"MAX.OPENING � INDICATES i ti 7 STEEL MESH SHALL BE 14 GA.'MIN. 8 DIAMETER SUPPORT $TAKE' , DRYWELLS .O� 8 9 GRADEx.- 3 SOLID CONCRETE COVER PLATE �1 O MIN.13.51$A. MIN 12"MAX 24"BELOW GRADE \ 6"3TALLProvide I'or 2'High WIRE Chimneys(Extensions) w 1 0' I 51Lr COMPACTED w{2a"O cnimneys _ , SHED 4 max_ R v�p. e FILL Where Needed.4'Max x EXSjtNG � BACKFILL SLOPES NUN 6"PVC PIPE 1 X 2 X 1S '* " " " REINFORCED CONC.DONdE xi- x Olt Vv UNDISTURBED STAKES I I -i i " \� x 1 -�.- -=�'� 7 6 CONIPACTED BACKFILL ABOVE FILTER \ O 6 +--'� FABRIC(90% 'x/ /-• GROUND �. � 24 N ---�"' 1 PC MORTAR 51TE � TOE ANCHOR - % � TRE��H X SOLID TOP RING IF PIPE o MIRAFT 140N FILTER FABRIC n 2 ¢ CONNECTION REQUIRED �* OVER COLLAR MATERIAL 6 w \ SCALE: 1 " = 15-0` REVISIONS & DRAWING ISSUE : N INFORMATION FOR TH15 51TE PLAN WAS " U % ®®®® TAKEN FROM A SURVEY PREPARED BY : 2 DRYWELL ID g/7/Zo17 6 q r ®®®® 11/13/2017 W ®®®® ANTHONY LEWANDOWSKI L.S. MIN• > /� 4" BACKFILL WITH CLEAN1.1 P.O. BOX 448 3 STAKES S PACED $'MAX U� ®®®® SAND AND GRAVEL ®®®® MIN Y-0"AROUND SOUTH OLD, NY 1 1971 4 USE 2" x 2" K 48" (-t 3!$")WOOD OR `_'w EQUIVALENT STEEL (U OR T)STAKES ®®®®® SURVEY DATE: 8-5- 1996 A . ®®®®® IMPERVIOUS NATIVE MATERIAL MAP OF 'FLEETFIELD' Al SILT FENCE DETAIL DESCRIPTION: ®®®®® (IF ENCOUNTERED) A TEMPORARY BARRIER OF FABRIC OR ®®®®® SIMILAR MNTERIAL USED TO INTERCEPT S SEDIMENT LADEN FLOW FROM SMALL AREAS M21 PREVENTING THE SEDIMENT FROM LEAVINGDRAINAGE CALCULATION � (ROOF ONLY)NOT TO SCALE THE SITE. \ TO GROUNDWATER 1 MAINTENANCE: 6'-0"MIN.PENETRATION INTO A. • INSPECT SILT FENCE VIRGIN STRATA OF SAND AND GRAVEL DRYWELL PERIODICALLYANDAFTEREACH AREA X RAINFALL X RUNOFF CU. FT. RAINFALL EVENT, NUMBER AREA SERVED �� USE CU. FT. PROVIDE Al (SQ. FT.) (2 ) FACTOR REQ D. 3 • REPLACE BROKEN OR DEFECTIVE POSTS TYPICAL DRYWELL DETAIL PROMPTLY. I MAIN HOUSE ROOF 642 SQ. FT. 0.166 1.0 106.5 (1) 4'-0" x 8'-0" DIA. = 168.9 • REMOVE BUILT UP SEDIMENT DEPOSITS PROJECT TITLE: GALANIS RESIDENCE IMMEDIATELY TO MAINTAIN CAPACITY �+ FOR THE NEXT RAINFALL EVENT, MAIN HOUSE ROOF 1 4'-0" x 8'-0" DIA. = 168.9 ENGINEER SEAL: DATE: 6/13/2017 • ONCE THE CONTRIBUTING AREA 15 NOT TO SCALE II / REAR COVERED PORCH 895.8 SQ. FT. 0.166 1.0 165.3 O — SCALE: AS NOTED STABILIZED, REMOVE ALL MATERIALS �- AND GRADE AND STA3ILIZE THE AREA. / : DRAWN BY: DANIEL G. / f DPjL%Y�iTELL NOTES III MAIN HOUSE ROOF -. �' ' "• � cl�cxEDBY: T.D.R. 697.5 SQ. FT. 0.166 1.0 115.7 (1) 4'-0" x 8'-0" DIA. = 168.9 /FRONT COVERED PORCH E� DRAWING NO: 1, DRYWELLS MUST BE A MINIMUM OF 20 FEET CLEAR OF ALL STRUCTURES O w AND 10 FEET FROM PROPERTY LINES. l:,,,a• NOTE: ALL PIPES TO BE 'S.D.R. 35' SEWER PIPES 2. A MINIMUM 3 FOOT HIGH CONSTRUCTION FENCE MUST BE ERECTED _ 0=35 `' S . 1 AROUND THE SITE PRIOR TO START OF CONSTRUCTION. ��PROFESS���P� 3.NOTES TO THIS EFFECT SHALL APPEAR ON PLAN. D DRAWING TITLE: NOVAN j DRYWELL PLAN & SITE NOTES ToVjj-,j GALAN I S RESIDENCE ARCHITECTURAL REINFORCED CONCRETE (CONT,) ZONING DATA THE DUTIES OF THE ENGINEER AND HIS EMPLOYEES OR AGENTS SHALL TERMINATE WITH THE COMPLETION AND CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER COMPLETION OF THE isGALANIS RESIDENCE o DELIVERY OF WORKING DRAWINGS. THE ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION Of CONSTRUCTION, NOR PROJECT'SHALL CONTAIN FIVE PERCENT(+/-I%)BY VOLUME OF ENTRAINED AIR AS PER ASTM GA DOES THE ENGINEER HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CONTRACTOR UNLESS NOTED J U RI S D i CT I O N TOWN Of S O UTH O LD ?L C 5 MADISON STREET OTHERWISE IN WRITING. �3t• GREENPORT,NEW YORK SUFFOLK COUNTY THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR OR ANY SUB SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CONSOLIDATED BY ADEQUATE VIBRATORS. S Ec : 33 21 CONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUB CONTRACTOR'S EMPLOYEES OR AGENTS, OR ANY OTHER CONCRETE SURFACES NOT COVERED BY FORMS PROTECTED FRS LOSS of SURFACE 5 MADISON STREET, G-[DuENPOPT NY SECTION:33 BLOCK: 5 LOT: O PERSONS PERFORMING ANY OF THE WORK. KEEP MOISTURE FOR NOT LESS THAN SEVEN DAYS BLK : 5 JURISDICTION:TOWN OF SOUTHOLD THE ENGINEER IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR THE SAFETY ON THE SLABS ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET JOB STE, AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN THE SOLE RESPONSIBILITIES OF WITH THIRTY FOOT MAXIMUM SIDE LENGTH. ALL CONCRETE SUBS SHALL HAVE STEEL. TROWELLED LOT : 21 THE CONTRACTOR(S). FINISH UNLESS OTHERWISE NOTED, AND SHALL BE REINFORCED WITH 6X6-10/10 WWF LOCATED BY ACCEPTANCE O' THESE DRAWINGS, THE OWNER AGREES TO ASSUME FULL RESPONSIBLE FOR ANY DAMAGE OR ONE INCH FROM THE TOP SURFACE. ZONE : "R-4 0" RES 1 D E N C E DISTRICT C „�-t E DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS ON AND WILL ME HOLD THE ENGINEER ER RESPONSIBLE FOR THIS A PREPARED BY THE ENGINEER FOR THIS PROJECT ARE WENT OR CRACKING ETC. OF NEW CONSTRUCTION � RO A� � �O,-�'•�•• '7• �, � INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY SETTLEMENT, , 3500 PSI MIN, 0 SLABS ON GRADE, POURED STEPS & STAIRS-SEE TABLE R.402,2-SEE MEET RC-1 , WITH RESPECT TO THIS PROJECT AND DEEMED UNLESS OTHERWISE POSSIBILITY. NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF O �„--•�""� � THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, THESE ARCHITECTURAL DOCUMENTS ARE THE INSTRUMENTS OF TIMBER FRAMING ZONING RULE 280-3 REQUIRED EX I ST i N G PRO POSED I'- --�" STATUTORY AND OTHER RESERVED RIGHTS INCLUDING TIS SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY WERE COPYRIGHT. THE OWNER SHALL BE PERMITTED AT ON A N COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND �' OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN TIMBER FRAMING SHALL COMPLY NTH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CONSTRUCTION CODE OF r " I I n r O� ii „ W CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE AUTHORITY OF THE ENGINEER. NEW YORK STATE, CHAPTER 5 (FLOORS), CHAPTER 6 (WALL CONSTRUCTION), CHAPTER 8(ROOF d< GEEING CONSTRUCIION� A, HEIGHT O F BUILDING (max.) 3 5 -0 1 5 —2/2 2 8-✓ /2 7 6p A 20 - ` PROJECT. THE ENGINEERS DRAWINGS, UNLESS OTHERWISE NOTED. I 1 '/ ��,t-- --�-' , SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED ALL SURVEYS, TEST BORINGS, ENGINEERING REPORTS, OR OTHER SIMILAR STUDIES REQUIRED FOR THE PREPARATION �' ;U? BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS OF THESE CONSTRUCTION DOCUMENTS AND/OR ARE REWIRED DURING THE SUBSEQUENT CONSTRUCTION PHASE OF THE FRAMING LUMBER SHAH BE SQUARE EDGE, STRAIGHT. SOUND, WELL- 5. HEIGHT O F STRUCTURE (max.) 2 4 STO RY I STORY 2 STORY O TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR PROJECT SHALL BE PROVIDED BY THE OWNER. SEASONED, MAXIMUM MOISTURE CONTENT OF NINETEEN (19) PERCENT AT TIME OF INSTALLATION; LUMBER SHALL BEAR THE ��e.a' , OTHERS wlTxouT WRITTEN CONSENT FROM ENGINEER. GENERAL GRADE AND TRADEMARK OF THE ASSOCIATION BY WHOSE RUES IT IS PRODUCED. SIZES INDICATED ARE NOMINAL C. LOT AREA (min.) 40,000 5c1,ft, 21 ,012.G "" NO CHANGE Z �` STANDARD SIZES THE ENGINEER SHALL ASSIST THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENT APPROVALS FOR THE FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS FIR No. 2 OR HEM FiR No. 2 WITH A STRESS RATING OF 875 AND 1 D. LOT WIDTH (min.) , CONSTRUCTION DOCUMENTS OF THIS PROJECT. ALL FEES RELATED TO► THiS APPROVAL PROCESS SHALL BE PAID FOR BY THE B5Q PSI RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE AND 95 AND 75 MIN. FOR SHEAR. 150'-O" 150'-O" NO CHANGE OWNER. UPON BUILDING DEPARTMENT APPROVAL OF SAID DOCUMENTS, THE GENERAL CONTRACTOR IS NOW RESPONSIBLE FOR TAKING OUT AND PAYING RELATED FEES FOR THE "BUILDING PERMIT' AND ALL FOLLOW",NG PERMITS UN17L THE 'CERTiFK:ATE PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS OVER 6'-0' IN LENGTH. U?'� O THOMAS D. R NE P.E. O 011 OF OCCUPANCY IS SECURED. 4 BEZEL LANE MUM HOUSE: I ,73 7.0N, SMITHTOWN NY 11787 CONTRACTO (S) SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALll. APPLICABLE CODES, CODE AMENDMENTS, STANDARDS, PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6 D" O.C. MAXI E. LOT COVERAGE (max,) 21 ,O 12.Gi20% �, � SHED: 119.5 ' ORDINANCES, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL HAVE 2-2"X12" WITH 1/2' PLYWOOD BETWEEN 20% OF =4,202.5 , LA PHONE(631)724.7888 LOCAL ZONING ORDINANCES HEADERS ABOVE. PORCH: 45G.G ; a5''d 1 (a�TD1tPE.COM LOCAL BUILDING DEPARTMENT REQUIREMENTS LOT AREA 4,202.5 5cl.ft. TOTAL: 2,31 3. 1 , � EMAIL:TDRPE ALL SILL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE PRESSURE TREATED AND HAVE CONTINUOUS COPPER TERMITE ' RESIDENTIAL CODE OF NEW YORK ( 11 .0%) ' SHIELDS SILL PLATES SHALL BE BOLTED TO FONDA1iONS WADS WITH 1 2' DIAMETER BOLTS AT MAXIMUM 23" O.C. AND (max.) ENERGY CODE OF NEW YORK / MAXIMUM 1'-0' FROM EACH END OF EACH PLATE. BOLTS DIST BE EMBEDDED A MINIMUM OF r INTO FOUNDATION WALLS NOTES: CONTRACTOR SHALL CONFORM WITH THE NYS BUILDING CODE SAFETY(OF PUBLIC AND PRIVATE PROPERTY DURING FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP Of FOUNDATiON. SETBACKS PRINCIPAL BLDG. � �, ' CONSTRUCTION OPERATIONS y ' ALL SUBFLOORING, WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE CDX PLYWOOD. SUBROORING-3/4', WALL % THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING COIND11IONS AND FAMILIARIZE THEMSELVES WITH THE SHEATHING-1/2', ROOF SHEATHING-5/8'. F. FRONT YARD (min.) 50'-0" 45'- 1 0' NO CHANGE � INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN THE DRAWNGS AND THE EXISTING CONDITIONS MUST BE REPORTED TO THE ENGINEER OR OWNER PRIOR TO THE START OF W61RUCTKK THE CONTRACTOR SHALL INCLUDE IN THEIR WORK ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE EDE FACE OF ANY MEMBER GREATER 2. � THE EFFECT OF ALL EXISTING CONDITIONS, THAN 1/2 TIMES THE WIDE FACE. G. S 1 D E YARDS each (min.) 15'-0" EACH 5.Y.# 1 25-7" NO CHANGE ' ALL EXPOSED WOOD FOR SOFFITS, OVERHANGS,ETC. SHALL BE APPROVED EXTERIOR GRADE. (PAINTED ALL SIDES AND ENDS) 35'-0" AGS. AGG: N/A NO CHANGE SITE WORK ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FRAMING ANCHORS, OR RAFTER ANCHORS OF MINNUM 1B ' ��S�GpNQ � GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. I- I, ` FRS o#5pq�oN 3' ��`" @ THE CONTRACTOR SHALL STAKE AND LAY OUT ALL WORK AS SHOWNI ON DRAWINGS AND VERIFY H. REAR YARD (min.) 50 0 G41-211NO CHANGE �, 5� �o>zo M ALL GIVEN DATA PRIOR TO CONSTRUCTION, ALL TIMBER CONNECTIONS INCONTACT WITH ACO PRESSURE TREATED LUMBER FOR EXTERIOR FRAMING. SHALL BE FASTENED // AS PER MANUFACTURERS RECOMENDED FASTERER USING TYPE 304 OR 316 STAINLESS STEEL CONECTORS AND FASTERERS ° RtAKroD /6�L VA�ICN BY 1 F.F. N t7 `�'�`a -oasnNc THE CONTRACTOR SHALL (UNLESS OTHERWISE DIRECTEDR�ov« I��vA510 Ac""" OWNER) INCLUDE IN HIS /HER WORK THE REMOVAL OF ALL SHRUBS AND TREES WITHIN THE AREA 02 v[WAY. ALL STRUCTURAL COMPOSITE LUMBER iS TO BE MANUFACTURED BY TRU-JOIST TRUSS SIGN NOTES: o � �6'-�• �� '1 OF WORK, AND TRANSPLANTING OF SAME TO LOCATiON(S) AS DIRECTED BY THE OWNER. CORP. P.O. BOX 6d BOISE IDAHO 83707 OR APPROVED EQUAL ASSEMBLE AND. 1.SIGNS SHALL BE PROVIDED IN NEWLY I INSTALL AS PER MANUFACTURERS INSTRUCTIONS MICROLAM (M.L.) TO �— 6" DIAMETER CONSTRUCTED BUILDINGS THAT UTILIZE 53,a . 0 THE CONTRACTOR SHALL EXERCISE GOOD JUDGMENT IN MINIMIZING DAMAGE TO EXISTING AREAS BE E-1.9 AND PARALAMS (P.L.) TO BE E-2.0 (INCLUDING LAWNS AND SHRUB(S) TRUSS TYPE CONSTRUCTION AND IN NAILING TO CONFORM TO SCHEDULE INDICATED IN THE RESIDENTIAL CONSTRUCTION CODE OF YORK STATE, VARIOUS EXISTING BUILDINGS WHERE AN ALL EARTH/GRASS SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION CHAPTERS, AND AS RECOMMENDED BY THE METAL CONNECTOR MANUFACTURER. ADDITION THAT EXTENDS OR INCREASES SHALL BE RESTORED TO ORIGINAL CONDITION. WORT( MAY INCLUDE NEW BACK FILL, TOPSOIL AND THE FLOOR AREA OF THE BUILDING ba,.2'Ggc , RE SEEDING WITH FERTILIZER TO MATCH EXISTING ADJACENT AREAS LEAVE 1/16' SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/B"SPACE AT ALL PANEL EDGE JOINTS. `a REFLECTIVE WHITE UTILIZES TRUSS TYPE CONSTRUCTION. REFLECTIVE RED SIGNS SHALL BE AFFIXED PRIOR TO TIS yy, PANTONE0187 _ L PROVIDE SOLID BLOCKING FROM TOP OF GIRDER OR FOUNDATION WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS. ALL ISSUANCE OF A CERTIFICATE OF • " - OCCUPANCY ORA CERTIFICATE OF DEMOLITION WOOD POSTS SHALL BE 4'X4 MINIMUM (UNLESS OTHERWISE NOTED.) �� � � :, COMPLIANCE. REFER TO CONSTRUCTION DOCUMENTS FOR SPECIFIC DEMOLITION LOCATIONS AND NOTES MECHANICAL �� TRUSS SIGN NOTES: tr0 . • , 2. SIGNS IDENTIFYING THE EXISTENCE OF ALL NEW MECHANICAL PIPING/DUCTWORK DESIGN, EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM `i TRUSS CONSTRUCTION SHALL CONSIST OF '3 a ro,Coco" WHERE EXISTING WALLS ARE SHOWN TO BE REMOVED AND/OP. NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, /W i THE CONTRACTOR SHALL BRACE/SUPPORT ROOF, CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING WALLS, REQUIREMENTS SET FORTH BY THE RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE, PART iV- FUEL GAS, CHAPTER A CIRCLE 6 INCHES IN DIAMETER,WITH A 24 - FUEL GAS, UNLESS OTHERWISE NOTED AND ALL LOCAL CODES, AND ALL APPLICABLE ASHRAE AND SMACNA STROKE WIDTH OF Y INCH.THE SIGN ',1� �5�NG90 �'' r10T 15�MP�ov�O' CEILING JOISTS AND/OR ROOF RAFTERS AND TO MAINTAIN SUCH CONDITION($)UNTIL NEW HEADERS, BEAMS OR WALLS STANDARDS a ""''' " � " BACKGROUND SHALL BE REFLECTIVE TH 1 S PROJECT COMPLIES 1 _ , ,----'' ARE INSTALLED AS SPECIFIED. { WHITE IN COLOR.THE CIRCLE AND WITH THE 201 G NYS i �6'qO" W CLIENT APPROVED : APPROVALS DATE: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE PROJECT AT ALL THE HVAC CONTRACTOR SHALL VERIFY THE SIZE/PERFORMANCE OF THE EXISTING SYSTEM(S) AND CALCULATE THE NEW TIMES REQUIREMENTS TO DETERMINE 1F THE EXISTING SYSTEM(S)WILL BE ADEQUATE TO ACCOMMODATE THE NEW ADDITION IF THE �.r" CONTENTS SHALL BE REFLECTIVE RED IN :I•17�...� cJ '1 C-C y ;"' " ,i COLOR,CONFORMING TO PANTONE UNIFORM CODE ,THE ISSUED FOR CLIENT REVIEW 6/26J2017 EXISTING SYSTEM(S) ARE NOT ADEQUATE, THE CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE Cosi of EXPANDING THE MATCHING SYSTEM(PMS)#187.WHERE A 2015 W,F.C.M., N.F.P.A. T ANY DISCREPANCIES RELATED TO THE DRAWINGS MATH THE ACTUAL STRUCTURAL CONDITIONS THAT EXIST SHALL BE SYSTEM(S) AS REQUIRED FOR PROPER PERFORMANCE SIGN IS DIRECTLY APPLIED TO A DOOR OR FLAN 2 REVISED 2ND FLR,PLAN 6/30/2017 "' "' IT MAY BE A PERMANENT 3 ISSUED FOR CLIENT REVIEW 7/10/2017 REPORTED TO THE ENGINEER PRIOR TO COMMENCEMENT WITH SAID WORK. H SIDELIGHT, 70, STAN DARD * THE SCALE: I " = 25'-0" THE CONTRACTOR SHALL COORDINATE WiTH THE DINNER FOR MODIFICATIONS AND EXTENSIONS OF THE EXISTING HEATING `�+; NON-FADING STICKER OR DECAL.SIGNS 4 ISSUED FOR CLIENT REVIEW 7/11/2017 SYSTEM INCLUDING RELOCATION/REROUTING OF EXISTING FIPING/DUCTYIORK, ETC 112" SNOT IDELraIRECTLY APPLIED TO DOORS OR ZONING CODE O F TH E ITS SMALL BE OF STURDY, 111FORMATiON FOR THiS SiTE PLAN WAS g ISSUED FOR BLDG.PERMIT 10!19/2017 FOUNDATIONS AND FOOTINGS THE CONTRACTOR SHALL COORDINATE WITH THE OYNER FOR INSTALLATION OF NEW AIR COND 17IDMNG SYSTEM EQUIPMENT, ��, STROKE NON-FADING,vvEATHER RESISTANT TOWN Of S O UTH O LD DUCTWORK, DIFFUSERS, THERMOSTATS, ETC: The construction type �.b..:,,. MATERIAL. TAKEN FROM A SURVEY PREPARED BY PRIOR TO EXCAVATING THE GENERAL CONTRACTOR IS TO LOCATE ALL UNDERGROUND UTILITIES (GAS, WATER, designation shall be "'`- ^`"= '° 6 ELECTRIC, SEPTIC, SEWER, ETC.) AND NOTIFY ENGINEER OF ANY CONFLICTS WITH PROPOSED WORK. CONTRACTOR SHALL REMOVE EXISTING AND PROVIDE NEW PERIMETER BASEBOARD CONVECTORS (CONVECTOR TO BE -1-,-11-,-111-,-Wor-V- ANTHONY LEWANDOWSKi L.S. SELECTED BY OWNER) THROUGHOUT ENTIRE EXISTING FIRST FLOOR. CONTRACTOR TO PROVIDE NW PERIMETER BASEBOARD to indicate the construction P.O. BOX 448 FOUNDATIONS AND FOOTINGS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CODE CONVECTORS THROUGHOUT ENTIRE NEW-SECOND FLOOR AND FIRST FLOOR ADDITIONS CONTRACTOR TO PROVIDE RIDER classification of the . 150UTHOLD, NY 1 1971 8 OF NEW YORK STATE, CHAPTER 4 (INCLUDING, BUT NOT LIMITED TO !REINFORCING, ETC.) UNLESS OTHERWISE NOTED. COUNTER CONVECTORS IN KITCHEN AS REQUIRED. structure under DESIGNATION FOR STRUCTURAL. DID A ll��,^WING LISTsection 602 of the BCNYS COMPONENTS THAT ARE OFSURVEY DATE: 8-5- 1996 9 FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOL WITH A IdMINiMUM BEARING CAPACITY OF TODD THOUSAND POUNDS ELECTRICAL TRUSS TYPE CONSTRUCTION MAP OF 'FLEETFi LLD' (AS PER R401.4.1)PER SQUARE FOOT(VERIFY IN FEND) AND SHALL EXTEND - BJP- I SiTE PLAN GENERAL NOTES � ZONING 3'-0' MIN. BELOW FINISHED GRADE- AS PER TABLE R.301.2(1) ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE ;.v, ■ "Fn FLOOR FRAMING,INCLUDING ' RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE, PART VII, CHAPTERS 35 THROUGH 41, UNLESS OTHERWISE NOTED, u ■ ■ GIRDERS AND BEAMS EX- I EXISTING FLOOR PLANS EXCAVATE AND BACK FILL IN A MANNER AND SEQUENCE THAT 1011 PROVIDE PROPER DRAINAGE AT ALL TIMES. AND ALL LOCAL CODES AND/OR ALL REGULATIONS OF THE LOCAL UTILITY COMPANY, ALL MATERIALS ANO EQUIPMENT • ■ uR� ROOF FRAMINGEX-2ra W SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORES, INC. UNDERWRITERS' CERTIFICATION SHALL EX I STING EXTERIOR E LE VAT I O N S s ^y;_ -�.r•:'; HAND TRIM FOUNDATION EXCAVATIONS To FINAL GRADE JUST BEFORE CONCRETE IS PLACED AND COMPACTED WITH BE DELIVERED TO THE OWNER BY THE GENERAL CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE WORK. "FR FLOOR AND ROOF FRAMING A- I PROPOSED FOUNDATION PLAN A HAND OPERATED PLATE TYPE COMPACTOR. BUILDING B ND AVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL AMOUNTS THE CONTRACTOR SHALL VERIFY THE SIZE AM DETERMINE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR STANDARDS AND CODES A-2 PROPOSED FiRST FLOOR PLAN FILL MATERIAL TO BE ACCEPTABLE SAM, GR NEW AND EXISTING LOADS COMBINED. IF SERICE IS NOT ADEQUATE, THE CONTRACTOR Sr1All INCLUDE IN HIS/FER OD THE OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT DOES NOT CONTAIN COST OF INCREASING THE ELECTRICAL SERVICE ACCORDINGLY. A-3 PROPOSED 2ND FLR. PLAN � SECTION CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, AND FROZEN MATERIAL TRUSS51GN 5AMFLf- A-4 PROPOSED FRONT RIGHT ELEVATIONSMOISTURE/CONDITION FILL MATERUL BY AERATING OR WATERING AND THOROUGHLY MIXING MATERIAL TO ODTAINALL EXISTING WIRING AND OUTLETS WHICH ARE REMOVED DUE TO DEMOLITION ARE TO BE HANDLED IN STRICT CONFORMITY =' j „ WITH THE NATIONAL ELECTRIC CODE (N.E.C.). A-5 PROPOSED REAR LEFT ELEVATIONS �' '.` `Y ' OPTIMUM MOISTURE CONTENT PERMITTING PROPER COMPACTION s r �`' ` ® " PRE-ENGINEERED WOOD (PW) U.L APPROVED SMOKE/HEAT DETECTORS INDICATED ON THE DRAWINGS ARE TO BE WIRED INTO THE ELECTRICAL SYSTEM. T- I TJI D ETA I LS S P EC I F I CATI O NS * SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT GREATER THAN EIGHT INCHES OF LOOSE THICKNESS BATTERY OPERATED DETECTORS ARE NOT ACCEPTABLE LOCATION: FLOOR FRAMING (F) "4 . OVER EN?iRE FILL AREA. T-2 TJI DETAILS SPECIFICATIONS (CONT.) f ' " � REVISIONS & DRAWING ISSUE : USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS, RETAINING WADS OR SIMILAR LOCATIONS. ALL WRING SHALL BE MINIMUM 112 AND /14(AS REQUIRED)COPPER. NO ALUMINUM WIRE WILL BE PERMITTED. EC- I ENERGY CODE AIR SEALING DETAILS ;. � �" `' <. • #:« � ` € ISSUED FOR BiD 8!7/2017 DO NOT USE LARGE ROLLING EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS 2 POLE, 3 WIRE, GROUNDING TYPE PROVIDE GROUND RC- I N.Y.S. CODE I N FO RM AT i O N CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, DO NOT BACK FILL AND COMPACT AGAINST FOUNDATION AND RETAINING WALLS UNTIL CONCRETE HAS REACHED FAULT RECEPTACLES WHERE REQUIRED BY THE N.E.C, AT ALL 'WET' AREAS RC-2 CONSTRUCTION STRAPPING DETAILS 2 DESIGN STRENGTH AND WAILS ARE PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS ` ACCEPTABLE AND APPROVED BY THE ENGINEER. fT ?f�RIOR/EXTERIOR LIGHTING FIXTURES WILL BE PROVIDED BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR 4 RESIDENTIAL CODE OF NEW YORK STATE - TABLE P,301.2 1 COMPACT SUB GRADES WITH A VIBRATORY ROLLER. � ) PROVIDE POWER, RECEPTACLES AS REQUIRED FOR APPLIANCES AS SHOWN. COORDINATE EXACT LOCATIONS WITH OWNER SOL COMPACTIONS AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D1557 METHOD C. COMPACT PRIOR TO INSTALLATION. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM UNDER SLABS, FOUNDATIONS, AND FOD1iNGS AT ONE HUNDRED PERCENT OF MAXIMUM DENSITY. COMPACT BACK FILL DESIGN 51TE I AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NiNETY PEIRCENT OF MAXIMUM DENSITY. PLUMBING SNOW TOPOGRAPHIC SPECIAL WIND LOAD SPEED(MPH) EFFECTS RI(GION CATEGORY WEATHERING FROST LINE DEPTH TERMITE ALL PLUMBING MATERIALS AND INSTALLATtoNS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE SCALE: N.T.S. 9 STRUCTURAL STEEL RESIDENTIAL OTHERWISE NOTED. AA,LLnNEWON PLUMBING FIXTURES COMPLETE WITH E OF NEV YORX STATE, PART RELATED FAUCETS AND ACCESSORIES PLUMBING - CHAPTERS 25SHALL BROUGH 3Z E UNLESS 20 130 MPH NO NO B SEVERE MIN 3'-0" BELOW MODERATE STRUCTURAL STEEL SHALL COMPLY WITH THE MINIMUM REQUIRUST4S SET FORTH BY THE BUILDING CODE OF NEW YORK BY THE OWNER WITH THE CONTRACTOR RESPONSIBLE FOR COMPLETE INSTALLATION AND CONNECTIONS FINISHED GRADE TO HEAVY ( S C O I E Of WORK• STATE. CHAPTER 22, UNLESS OIHERNTSE NOTED. d` 1 NEW WRiER PIPING SHALL BE TYPE 1' COPPER, HARD TEMPERED WITH DIELECTRIC UNIONS �� ® FIRST FLOOR INTERIOR ALTERATION ALL STRUCTURAL STEEL SHALL BE ASTM A36 AND CONFORM TO THE RECOMMENDATiONS OF THE AMERICAN INSTITUTE OF WINTER ICE SHIELD AR MEAN STEEL CONSTRUCTION (AISC). STEEL TUBES SHALL BE ASTM A500 GRADE B. REFER 10 DRAWINGS FOR LOCATION OF NEW ROOF VENT STACK COLOR OF PENETRATING STACK, ROOF JACK Aro DESIGN UNDERLAYMENT FLOOD FREEING ANNUAL �\ �, ( I , I i 5.9 SQ.FT.) FLASHING SHALL BE BLACK OR BROWN TO MATCH ROOFING COLOR. HAZARDS ALL CONNECTIONS SHALL BE MADE V47H 3/4' DIAMETER COMMON BOLTS OR WELDS BY A QUALIFIED WELDER USING E-70XX TEMP. REQUIRED INEEX TEMP a,� V� e SECOND FLOOR ADDITION OVER ELECTRODES. ALL PIPING EXPOSED TO THE ELEMENTS SHALL BE INSULATED INCLUDING PIPING LOCATED IN EXTERIOR WALLS. • 11° F YES EFFECTIVEDATE OF o �RENT �� p� ��'�` EXISTING ONE STORY RESIDENCE CONTRACTOR TO VERIFY THE SIZE Of EXISTING DOMESTIC HOT WATER SYSTEM AND DETERMINE E THE EXISTING SYSTEM WILL ` PROJECT TITLE: GALANIs RESIDENCE ANCHOR PIPE COLUMNS TO FOUNDATIONS WITH 1Ml0 3/4 DIAMETER BOLTS EMBEDDED 1-4 MINIMUM INTO CONCRETE. U� 1500 o1LESS 52.7 \1 ^ (� STEEL SHIMS AND NON SHRINK GROUT TO ADJUST HEIGHT. BE ADEQUATE FOR NEW AND EXISTING LOADS COMBINED. IF SYSTEM IS NOT ADEQUATE, THE CONTRACTOR SHALL INCLUDE INSURANCE RATE " /\U+ 1727. 1 5Q.FT. ENGINEER SEAL: DATE: 6/13/2017 IN HIS/HER BID THE COST OF EXPANDING SAID SYSTEM ACCORDINGLY, AS REQUIRED FOR PROPER PERFORMANCE. MAP 9/25/2009 t ) SCALE: AS NOTED REINFORCED CONCRETE 0 ENLARGING EXISTING REAR DECK DRAWN BY: DANIEL G. FINISH WORK TABLE R402.1.2 INSULATION AND FENISTRATION REQUIREMENTS BY COMPONENT (2015 IECC +NYS SUPPLEMENT PRESCRIPTIVE PATH) (9 G. 15Q,FT.) ��, NO CHECKED BY: T.D.R CONCRETE SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE, CHAPTER 4, UNLESS OTHERWISE NOTED. ALL FINISH WORK SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE RESIDENTIAL CONSTRUCTION CODE GLAZED BASEMENT SLAB <<<�`� L d� DRAWING No: OF NEW YORK STATE, PART VII, CHAPTER 7 - WALL COVERINGS, UNLESS OTHERWISE NOTED. FENESTRATION SKYAGHT CEILING WOOD FRAME FLOOR CRAWL SPACE CLIMATE ZONE U-FACTOR FENESTRATION WALL R-VALUE ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE RECOMMENDATIONS OF THE AMERICAN ALL TRIM WORK AND FINISHES ON EXISTING REMAINING WALLS, SHALL BE REMOVED BY CONTRACTOR, INCLUDING, BUT NOT U-FAR-VALUE WALL R-VALUE R-VALUE WALL R-VALUE CONCRETE INSTITUTES (ACI)ACI 318-05 LIMITED TO PANELING, WALL PAPER AND BASE, WINDOW, SHGC R-VALUE & DEPTH `� a`'�"`%� DOOR dt CROWN MOLDINGS AND TRIM. ALL EXISTING WALLS TO REMAIN SHALL BE RESTORED TO 'AS NEW PLASTER' FINISH. WORK MAY INCLUDE BUT NOT BE LIMITED TO TAPE AND SPACKLE REPAIRS, EXISTING GYPSUM WALLBOARD REMOVAL AND REPLACEMENT, AND NEW GYPSUM WALLBOARD CLADDING ! rt c 1 REQUIRED 4A 0.35 055 0.40 R-49 20 or 13+5 19 10/13 10/2FT. 10/13 J �titA'��' ALL CONCRETE SHALL BE STONE CONCRETE (3/4" COARSE AGGREGATE) HAVING A MINIMUM OVER EXISTING WALLS. ALL NEW AND EXISTING WALLS SHALL BE TAPED, SPICKLED, PREPPED AND READY FOR NEW PAINT Q STRENGTH OF 3000 PSI AT TWENTY-EIGHT DAYS EXCEPT SLABS ON GRADE WHiCH SHALL HAVE AND/OR CERAMIC 71LE FINISHES. ` A MINIMUM STRENGTH OF 4000 PSI AT TWENTY-EIGHT DAYS /cF�V S E D p���� -SEE TABLE 8.402.2 ON SHEET RC-1 FLOOR FINISHES THROUGHOUT ENTIRE EXISTING HOUSE, INCLUDING BUT NOT LIMITED TO CARPET AND CERAMIC TILE TO BE PROPOSED 4A 0.30 N/A 0.27 R-38 15+5 RIGID 19 N/A NIA N/A REMOVED. NEW FLOOR FINISHES TO BE SELECTED BY OWNER. COORDINATE RESPONSIBILITIES OF FURNISHMENT AND DRAWING TITLE: REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OS ASTM 615 FOR GRADE 60, BE INSTALLMENT WITH OWNER. CONTiNUOUS AND HAVE MINIMUM LAPS OF FORTY DIAMETERS. ALL FINISHES IN BATHROOMS AND POWDER ROOM SHAD. BE SELECTED BY OWNER. COORDINATE RESPONSIBILITIES WINDOW: ANDERSEN 440 SERIES WOODRIGHT SITE PLAN & ZONING, WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS O'ASTM A185, FLAT FURNISHMENT AND INSTALLMENT WITH OWNER. FULL FRAME DOUBLE HUNG WINDOW W/ GENERAL NOTES SHEETS ONLY. ELEVATIONS ARE ARTISTIC CONCEPTIONS ONLY. HOMEOWNER SHALL REFER TO THE SIGNED CONTRACT FOR SPECIFIC FINISH LOW-E4-SIMULATED DIVIDED LIGHT GRILLES MATERIALS PROVIDED BY THE CONTRACTOR. - G A L ANI S RESIDENCE (2)2x 10 ACQ. _ _ _ -1 I i i GALANIS RESIDENCE 7 5 MADISON STREET _ 11 1 EXISTING J 1 1 I GRS ,NEW YORK ( ( 1 0 ( 0 IYP.) ON P.C. J x6 SUFFOLK ACO. POST I I I SECTION: 33 BLOCK: 5 LOT:21 L � � N FOOTING `� JURISDICTION:TOWN OF SOUTHOLD EXISTING WOOD 1 DECK ABOVE- 0 O I 1 SPECIFICATIONS N CV I PREPARED BY THE ENGINEER FOR THIS PROJECT ARE TS INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY (2)2x10ACO. WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE / \ PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, 1 EXISTING STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN LEDGER N•I•F) I _ _ _ _ _ _ _ _ _ _ _ _ COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - -- - -€X-1A�Hdfl9W=- - _- - - - - - - - ��- V`�- - - - - - - - - - - - EX, WINDOW - OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN LEGEND CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE — — —— — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — I PROJECT. THE ENGINEERS DRAWINGS, " I SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED I I R@7Y2 BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS 10 9Y4" C.M.U. C.M,U• EXISTING BY � °O PIER PIER I TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR P WALLS TO REMAIN I { C _ EXISTING WALL OR PARTITION TO BE REMOVED OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER I (TYP.)U.O.N I { -1 EXISTING WALLOP PARTITION TO REMAIN 1 I INEW EXTERIOR WALL CONSISTING OF/!"GYPSUM BOARD, i r - EX I STf N G - - - - - I s.®.o. EXI STf N G I 2"X-"WOOD STUDS(I G"O.C.), "BATT INSULATION I f I I = -� ° W 5),X` EXTERIOR PLYWOOD SHEATHING,TYVEK HOUSE o THOMAS D. REILLY P.E. f ( UN-EXCAVATED I = O7�1 UN-FINISHED BASEMENT 1 z INERIORPARTITON: 2"X4"WOOD STU�D5(IG"O,C.)WIThA` { I I I EXl5T'G CONC SLAB ON GRADE I I T ' U NOTE: (_j 1 GYPSUM BOARD EACH SIDE FROM FLOOR TO UNDERSIDE OF i 1 rnd ALL EX15TING ELECTRIC O I STRUCTURE ABOVE 4 BEZEL LANE L - - - - - - - - - - - - J � — - - - - - - - _ SMITHTOWN NY 11787 I f I -1 Fv TO REMAIN N I CONTR TO REMOVE EXISTING DOOR / W. AND FRAME. CLOSE EXISTING OPENING WITH MATERtAS TO MATCH AND PHONE(631)724.7888 F-, t NOT TO BE USED FOR �} { I ALIGN WITH EXISTING ADJACENT, ( ( — — — — I EMAIL:TDRPEPTDRPE.COM F — �_� I —; COOKING, EATING, AND i I I L_1 f OC SLEEPING ACTIVITIES ( 0 r= EXISTING DOOR AND FRAME TO BE REMOVED f I I { II ® EXIST, " 03 to x x ( 0STEEL PIPE N N 1 I I I I COLUMN I I NOTES: 1 ( 1 { I f f— 1 1 1- —-I I- — 'll I EX15TING DOOR AND FRAME TO REMAIN I I EX15TING I I f i I--e-} - _ _ -—}_ ®_I_- (3)2x8 GRDR, --}-o _I - - I- L _ J L _ J L _ J L _ J EXIST." L - -P f UN-EXCAVATED I 1 t i NOTE: I I TYPICAL CEILING STEEL PIPE ( EX15T'G CONC SLAB ON GRADE I I COLUMN 1 NEW DOOR AND FRAME { f TO 13E REMOVED f 1 { f HEIGHT 6'-1 lyz'TO UNDERSIDE OF I I I i HwH FLOOR JOISTS I I i I I I EXI5TING I IIUN-EXCAVATED I i I U N-EXCAVATED I I .00 14 1 NOTE: U I 0 GENERAL CONTRACTOR 15 TO FIELD VERIFY ALL SITE I I 1 EXl5T'G CONC SLAB ON GRADE 1 I 0 n CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, Z AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR N 0 I TO THE COMMENCEMENT OF WORK. { I I I I I TYPICAL WALL - p I CONSTRUCTION: N i 051) INDICATES HARD WIRED,INTERCONNECTED SMOKE DETECTORS 8"C.M.U. WALL +- — ( EXPOSED 1 I OCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR 1 ( NOTE: EXIST. �" coSTEEL PIPE x t0 I I I I I { I NO EXISTING 1 CEILING F; I 1 — INSULAT Ori r COLUMN-- N D I- - - - - - - - - - - - - - I L - - - - - - - - - - - - - - - - - - - - - - - - - - -, i { i _ (3)2x8 GRDR. L - - - - - - - - - - - - - - - - -i { I - - - - - - - - - - - - - - - -- - - - - - - - - - � I L - J i I t 1 I f i I I — — — — i EXISTING CONCRETE PATIO TO BE REMOVED � _ — _ _ — _ - - - -5EE PROPOSED L- - - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION PLAN---,, — L- - - - - I - - - - - - - - - - - - - - - - - -- - - - _ - - CLIENT APPROVALS — -- -- - — — — — — — APPROVED BY: DATE: EX15TING ISSUED FOR CLIENT REVIEW 6/26/2017 EX15TING fOUNDATION PLAIN NORTH ° o WOOD POST ° 0 2 REVISED 2ND FLR.PLAN 6/30/2017 o o 3 ISSUED FOR CLIENT REVIEW 7/10/2017 5CALE: " — 1 '-0" 4 ISSUED FOR CLIENT REVIEW 7/11/2017 �4 DEMOLITION NOTES : TION � 5 ISSUED FOR BLDG.PERMIT 10/19/2017 DEMOL DEMOLITION NOTES : COVERED PORCH 6 FX15TING WOOD DECK- 1. ALL NECESSARY DEMOLITION AND REMOVALS 2. THE G.C. SHALL TAKE EVERY PRECAUTION ANDEXISTING (TO BE ENLARGED) REQUIRED FOR THE EXECUTION OF THE WORK SHALL EXERCISE GREAT CARE SO AS NOT TO DAMAGE RAILING BE PERFORMED BY THE G.C. AS PART OF THE EXISTING WORK TO REMAIN. 9 CONTRACT, AND AS DESCRIBED IN, OR REASONABLY 3. THE WORK OF DEMOLITION SHALL BE CARRIED ON INFERRED FROM THE DRAWINGS AND THESE NOTES IN A MANNER THAT WILL INSURE AGAINST INJURY OR EX. WINDOW EX. WINDOW EX. WINDOW EX. WINDOW EX NDOW EX. WINDOW EX. WINDOW EX. WINDOW AND SPECIFICATIONS. THE SCOPE OF WORK SHALL DAMAGE, WHICH MIGHT OCCUR FROM FALLING DEBRIS rr ® — e — — EX. SLIDER INCLUDE, BUT NOT NECESSARILY BE LIMITED TO: OR OTHER CAUSES. THE G.C. SHALL TAKE EVERY j I o °` rll_ ° L PWDR..PRECAUTION TO GUARD AGAINST STRUCTURAL I �� � f� o POWDERI ROOM TO BE ENLARGED 1 CZ tA. REMOVE PART OF THE EXISTING HOUSE, MOVEMENT, SETTLEMENT OR COLLAPSE. ERECT 1 I ®.I n- � -SEE PROPOSED FIRST INCLUDING ROOF PORTION; WALLS; EXTERIOR SHORING WHEREVER NECESSARY TO SUPPORT i i I I EXISTING �+ n FLOOR PLAN FOOTINGS, DECKS AND STAIRS; WINDOWS; ETC., ALL AS EXISTING OR NEW WORK. G.C. SHALL BE RESPONSIBLE 1 I 1 I HALL STAIRS — - NECESSARY TO ACHIEVE INTENDED DESIGN. { I BEDROOM #2 1 I TO REMAIN z FOR SAME, AND SHALL PROMPTLY REPAIR DAMAGE. 1 � STAI(R HALL o KITCHEN � BEDROOM # I ( TO BE REMOVED f J S.D./c.o. �+6 �� TUB v REVISIONS & DRAWING ISSUE : ! I I I HALL 2 MASTER O B. CAREFULLY EXCAVATE EARTH FOR NEW 4. REMOVE ALL DEBRIS EXPEDITIOUSLY AS THE WORK ► { f f 0 BATH BEDROOM AISSUED FOR BID 8/7/2017 FOOTINGS, FOUNDATION WALLS, FOOTING DRAINS, PROGRESSES, TO THE SATISFACTION OF THE OWNER 1 t i \ DN 3R m2 AND SANITARY SYSTEM. LOCATE, AND PROTECT FROM AND/OR THE ARCHITECT. NO REMOVALS SHALL BE j I I I �y� mil � ® CL.DAMAGE EXISTING PIPING SERVICES WATER WASTE( STORED IN THE STREETSTORE REMOVALS DN THE POWER, ETC.) HAND DIG, USING SHOVELS WHERE PROPERTYIN A LOCATION THAT IS APPROVED BY THE 1 r- - - - - - - - - - - - -� ® � as LINEN $ S.D. zNECESSARY TO PREVENT DAMAGE. OWNER I I - — — — vle" \��� 2 f I EX. SLIDER 6 C. REMOVE EXISTING SHRUBBERY AND TREES THAT 5. G.C. SHALL REPAIR, AT HIS OWN EXPENSE, ANY i HALL ® CL. INTERFERE WITH THE WORK OF THE PROJECT. DAMAGE DONE TO THE PROPERTY OF THE OWNER THE 5.D./C.O. _ _ _ , 2'-I O" OPG. _ — — SHELF — — — — COORDINATE WITH OWNER PRIOR TO COMMENCEMENT NEIGHBORING PROOPERTIES, OR ANY AREAS ON OR OFF _ = 9 OF WORK FOR EXISTING LANDSCAPING TO REMAIN. THE PROPERTY BY REASONS OF ANY CONTRACTOR'S NI WALK THE PROPERTY WITH OWNER AND REPLANT ANY WORK HEREUNDER. HALF WALL SHRUBBERY OR TREES THAT ARE TO BE SAVED. rl 6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 91 BEDROOM #3 2 CAR GARAGE 40 DINING ROOM D. FURNISH AND INSTALL NEW CLEAN FILL AS 0 I I I I 0 AND ACTUAL QUANTITIES PRIOR TO DEMOLITION 1�I TO BE REMOVED 0 l f I I o REQUIRED. BACKFILL FOR ALL EXCAVATION AND Wpgl{ IMI o I I 110 PROJECT TITLE: GALANIS RESIDENCE _ >1 cq1 afE SITEWORK. REGRADE TO FINISHED GRADES INDICATED 'f��g11l _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ m I ! I I m `� LIVING ROOM 0 ENGINEER SEAL: DATE: 6/13/2017 ON ENGINEERING DRAWING, AND TO ALLOW FOR 7. CONTRACTOR SHALL INTERFACE WITH UTILITY `i� _ SCALE: AS NOTED PROPER DRAINAGE OF ROOF AND PROPERTY. I I U DRAWN BY: DANIEL G. COMPANIES INVOLVING POWER, GAS, WATER, SEWER I j f j j �, CEILING HEIGHT �jNOTE: ,--- z V-O"TYPICAL ^,, v. CHECKED BY:T.D.R. ETC. REQUIRED TO SHUT DOWN OR DISCONNECT I I I I l I 1 CL•o } td \ DRAWING NO: E. FURNISH AND INSTALL TEMPORARY PROTECTION UTILITIES OR TO EXECUTE DEMOLITION WORK SHOWN i I I I I I I �� , � c 1 A (SUCH AS HEAVY DUTY VISQUINE PLASTIC SHEETSON THESE DRAWINGS. Q TAPED MASONITE PANELS ETC.) TO PREVENT —� ��— — — i I I I EX, WINDOW INFILTRATION OF DUST AND DEBRIS INTO AREAS NOT g• CONTRACTOR TO PROVIDE ALL REQUIRED SHORING FRONT PATIO 1 DESIGNATED FOR WORK. NONTE THAT EXISTING AND PROTECTION OF ALL WORK. L —NS\- - _J 13LUE5TONE" AREAS THAT ARE TO REMAIN SHOULD BE PLATFORM EXIST, OVERHEADS GAPAGE DR. EXIST. OVERHEAD GARAGE DR. DN TO GRADE Pp(0)f � TO BE REMOVED I SHELF SUFFICIENTLY PROTECTED DURING ROOF REMOVAL TO 9. DEMOLITION SHALL INCLUDE COMPLETE --_, DRAWING TITLE: AVIOD DAMAGE. DISMANTLING, REMOVAL AND DISPOSAL OF ALL EXISTI NG f I I DT f LOOK PLAN N O R T H EX, BOW WINDOW EXIST. FOUNDATION F. UNCOVERING, INSPECTION AND REPLACEMENT (IF DEMOLISHED MATERIAL. TOTAL 2,077.9 5Q.FT. & FIRST FLOOR PLANS NECESSARY) OF BELOW GRADE PERIMITER FOOTING DRAINAGE SYSTEM. SCALE:Y4" _ ! 1-011 GAL ANI S RESIDENCE CUPOLA BRICK ® GALANIS RESIDENCE CHIMNEY BEYOND 5 MADISON STREET GREENPORT,NEW YORK SUFFOLK COUNTY h TOP of RIDGE (I 3'_ ") ___ SECTION:33 BLOCK:5 LOT: 21 Y JURISDICTION:TOWN OF SOUTHOLD 12 EX.( ' h 12 ex. EX.( ' SEX. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE FLAT ROOF INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY TOP of 1ST FLOOR PLATE (+&'-0") WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, PYRIG TOP of WINDOW(+6'-8"A.F,F•) STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND ® m OTHER DOCUMENTS FOR IINTORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE 91 PROJECT. THE ENGINEERS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED r-717 F7 C © � BY THE OWNER OR OTHERS ON OTIIPROJECTS FOR ADDITIONS LiTO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR r�7 LL____-==Ji ILLz=jll OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. TOP of EX. FIRST 5U13FLOOR (0'-0") a ® THOMAS D. REILLY P.E. EXISTING GRADE F=7 M � a 4 BEZEL LANE EXI571NG GRADE SMITHTOWN,NY 11787 i I 1 i I PHONE(631)724.7888 I I I I { ( EMAIL:TDRPE(a,TDRPE.COM L - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - � I I { NOTES: ( I I EX15TING FRONT ELEVATION- 5CALE:y4 _ 1_011 CUPOLA____�K BRICK CHIMNEY TOP of RIDGE (I 3'_5Vz°) BEYOND TOP of RIDGE (I 3'-Y") --— 12 _ TOP of 15T FLOOR PLATE(+8'-0") TOP of 15T FLOOR PLATE (+8'-0") - - - _- - —" TOP of WINDOUV +6'-8"A.F.F.) 70P of WINDOW(+6'-8" A.F.F.) CLIENT APPROVALS -COVERED PORCH -COVERED PORCH BEYOND- BEYOND- APPROVED BY: DATE: 1 ISSUED FOR CLIENT REVIEW 6/26/2017 2 REVISED 2ND FLR.PLAN 6/30/2017 3 ISSUED FOR CLIENT REVIEW 7/10/2017 TOP of EX. FIRST SUBFLOOR (O'-O") 4 ISSUED FOR CLIENT REVIEW 7/11/2017 TOP of EX, FIRST SUBFLOOR (0'-0") $ ISSUED FOR BLDG.PERMIT 10!19/2017 EX, GRADE EX15TING GRADE EXI5TING GRADE 6 1 I I { I L L -- -- -� ► I I I 1 1 { I I I I I I I I I { t_ I I I I 9 I { { I i FV15TING LEFT SIDE ELEVATION SCALE:�411 = a -oll EX15TING RIGHT 51DE ELEVATION SCALE:j4„ _ 1.011 REVISIONS & DRAWING ISSUE : BRICK CHIMNfEY ISSUED FOR BID 8/7/2017 2 _TOP of RIDGE (13'-512.") BEYOPJID°) ___ 3 4 5 6 _ TOP of 15T FLOOR PLATE (+8'-011FLAT ROOF:�, ) _ g TOP of WINDOW(+G'-8"A.F,F,) t i PROJECT TITLE: GALANIS RESIDENCE �) � ENGINEER SEAL: DATE: 6/13/2017 TOP of EX, FIR5T 5UBFLOOR (0'-0") SCALE: AS NOTED DRAWN BY: DANIEL G. EXISTING GRADE EXI5TING GRADE CCHECKED BY: T.D.R IIL______JU II li I ' I+ h ' v $• I! ''1� DRAWING NO: co LJ L _1 LJ - - - - - - - - - - -I- - - -- - - - - - - - - - - - - - --� ��Zr ` W a�� Q I -� ` '/ '�S On3��S�0� EX-2 I rf EO PROF DRAWING TITLE.: EXISTING EX15TING REAR ELEVATION EXTERIOR ELEVATIONS SCALE:Y411 = 1 1_011 GALANI S RESIDENCE GALANIS RESIDENCE 5 MADISON STREET GREENPORT,NEW YORK SUFFOLK COUNTY SECTION: 33 BLOCK: 5 LOT:21 JURISDICTION:TOWN OF SOUTHOLD 59'-1 O" THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 12'-4-L"" 8r_p�I 1 5r �n PREPARED BY THE ENGINEER FOR THIS PROJECT ARE 2 231-0" 2 INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE EXI5TI NG DECK STRUCTURE TO REMA N 7,-1 1�, PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF LEGEND LINE OF NEW DECK 9'-G" 2'-0" 2 THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE STEPS ABOVE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN EXISTING POURED CONC.WALL — — 1 8"0 'SONO-TUBE' COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN C — — AND FDOTIIJG TO BE REMOVED COLUMN P.C. PIER-3'-O"BELOW CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE A— — — — BOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� — '—' — GRADE MIN. PROJECT. THE ENGINEERS DRAWINGS, EXI5TING POUP,ED CONC.WALL _ _ _ _ _ _ SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED AND FOOTING TOREMAM. — — — — — — -- — — — — — - - — — — — — — I— — — — — — — — BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS — — NEW POURED CONC.WALL I I IIIA ,II / ,II — :;r I TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR _ EX. (2)2x 10 ACQ. �t ( ti LINE OF NEW DECK 771 AND FOOTING(SEE DRAWINGS FOR I I _ tf!X15TING _ ,— (2)2x l 0 ACQ. — OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. — — -- — TYPE5 e DIMENSIONS. I I i \ �— v AI5 I� / I STEPS ABOVE �..J 4x4 WOOD P05T ACQ. NOTE: O ISTIN I PROPOSE O I I I ON 18" O'SONO-TUBE' GENERAL CONTRAC'OR 15 TO FIELD VERIFY ALL SITE ( I I vU N 6x6 ACQ. P057 ( i�1 N I I P.C. PIER-3'-O"C7BELOW CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 4 (TYPJ ONI8 0 4 NOTE: — I I ( I U I GRADE MIN. AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR I I Ip P.C. FOOTING p HEIGHT TO 41 I I O THOMAS D. REILLY P.E. TO THE COMMENCEMENT OF WORK. - iw _X —I MATCH EX. DECK Cv EXISTING WOOD - O I O DECK ABOVE M o ( x I 4 BEZEL LANE _ L — �? — �' _ EX15TING O N� _ — R302.13 FIRE PROTECTION OF FLOORS: '� I o x o K cv "1 PROVIDE 2x 12 ACQ. LEDGER SMITHTOWN,NY 11787 N N GxG ACQ. POST (— FLOORASSEMBLIES SHALL BE PROVIDED WITH AY2 I I4I N I (TYP.)ON 18"0 I BOARD BOLTED W/Y4'0 LAG BOLTS PHONE(631)724.7888 GYPSUM WALL BOARD ORSS/"WOOD STRUCTURAL I f A ,�- I P.C. FOOTING z I 3" IN FROM TOP AND BOTTOM 24" EMAIL:TDRPE(,TDRPE.COM PANEL,OR EQUIVALENT ON THE UNDERSIDE OF THE I { - EX. (2)2x 10 ACQ. _ _ (2)2x!0 ACQ. O.C. STAGGERED (TYP.) FLOOR FRAMING MEMBER.PENETRATIONS OR I N / I L OPENINGS FOR DUCTS,VENTS,ELECTRICAL00, EXISTING d r NOTES: a OUTLETS,LIGHTING,DEVICES,LUMINARIES,WIRES; I LEDGER(V 1 F) i�l I I Zv SPEAKERS,DRAINAGE,PIPING AND SIMILAR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OPENINGS OR PENETRATIONS SHALL BE PERMITTED. � - - - - - - - - _— — — _ — -- _ — — _ — EX. WINDOW EXCEPTIONS: 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A c — — — — — — X I� — — — — — ` — — — — ��` — — — — — — — — — — — — — — — — — — — — — — — — SPACE PROTECTED BYANAUTOMATIC SPRINKLER I I ( I I I I _° r'� 1 IR@7y" C.M•U, C.M.U. IOT@9Ya EXISTING FOUNDATION SYSTEM IN ACCORDANCE WITH SECTION P2904; I I I I I I - OO PIER PIER NFPA 13D OR OTHER APPROVED EQUIVALENT I � WALLS TO REMAIN SPRINKLER SYSTEM. I NOTE: (TYP.) U.O.N I 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A TYPICAL CEILING CRAWL SPACE NOT INTENDED FOR STORAGE OR I - — — — — — — — — — — —— HEIGHT G'-I IYz"TO 1 I EX15TING ( UNDERSIDE OF FUEL-FIRED APPLIANCES. N I � 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE I = O S.D./C.O. FLOOR JOISTS EXISTING STI NG I o PERMITTED TO BE UNPROTECTED WHERE I I UN-EXCAVATED I i � I Z COMPLYING WITH THE FOLLOWING: I I EX15T'G CONC SLAB ON GRADE I I r- EXISTING FOUNDATION N d UN-FINI5HED BASEMENT v r' WALLS TO REMAIN (TYP.) N O O 3.1.THE AGGREGATE AREA OF THE UNPROTECTED I L — — — — — — — — — — _ — J L — — — — — — - N NOT TO BE USED FOR N I PORTIONS DOES NOT EXCEED 80 SQ.FT.PER STORY. -I - COOKING, EATING, AND - 3.2. FIRE BLOCKING IN ACCORDANCE WITH I I SLEEPING ACTIVITIES SECTION R302.11.1ISINSTALLED ALONG TI-IE 1 (- - - - - - - - - - -- - - - - - - - - - - - - 7 ( IL�- NOTE:PROVIDE R-19 REMAINDER OF THE FLOOR ASSEMBLY. � I I PERIMETER OF THE UNPROTECTED PORTION TO 'L N SEPARATE THE UNPROTECTED PORTION FROM THE I I I ®�m � POST BATT. INSULATION I ( II- 4.WOOD FLOOR ASSEMBLIES USING DIMENSION I I I I ADD/?"x7"x7„5TL. ABOVE @ CEILING LUMBER OR STRUCTURAL COMPOSITE LUMBER I PLATE EACH SIDE I EQUAL TO OR GREATER THAN 2"x10"NOMINAL I I I r — �I r — r — r — r — I I DIMENSION OR OTHER APPROVED FLOOR I _ _(3)2x8 GRDR. R _ _ - - ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE I I I I L�'_J L - -�L — J - J L — _J PERFORMANCE. I ' I I L- �STIST.EEL PIPE 1 STEEL PIPE COLUMN POST COLUMN HWH V_ABOVE I I I I ��, i I l I EXISTING I I I I I CLIENT APPROVALS I I I — APPROVED BY: DATE: UN-EXCAVATED �I I EXIST'G GONC SLAB 1 ON GRADE i U 1 p ISSUED FOR CLIENT REVIEW 6/26/2017 m O �� o _ N x I 2 REVISED 2ND FLR.PLAN 6/30/2017 i I TYPICAL WALL @I p I 3 ISSUED FOR CLIENT REVIEW 7/10/2017 I ( I I CONSTRUCTION: o 0 I 1 8”C•M•U. WALL n1 I 4 ISSUED FOR CLIENT REVIEW 7/11/2017 0 o I I I I EXPOSED cv 411 I I 5 ISSUED FOR BLDG.PERMIT 10/19/2017 I I I ADD H55 3/"x j" EXIST. " U I 6 I I STEEL PIPE COLUMN STEEL PIPE x c r Q,bo I ON 30 x30 x 12 P.C. COLUMN N I 7 Q•p;t I I I 1 FOOTING n 8 • ..$ c , I I - - - - - - - - - - - - - - - - - -I - I I _ r (3)2x8GRDR. _ _rn 5 —.N 9 2 MINIMUM i { 8'I 8 N P05T L_ — — — — — — — - 201-3k4'-7" ABOVE I B rA TYPICAL: POST AND COLUMN BASES I- - - - - - - - - - - -- - - - - - - - - - - -- - - - - ij - - - - - - - .:•..:- - - - -^ .., L - - - - - - - - - - - - - - - - - - - - - - -' I .: A-3 _ _ _ _ _ A-1 SIMPSON-PB44 4x4 POST #5 DOWELS 8" - - - -- - ro - - - - - - - - - - - - - - 7 ` r=,N - - - _ _SIMPSON-PB66 6x6 POST VERTICAL SPACING ;'�-L PROPOSED - L- — - - - - - -� - MAINTAIN 3"OF COVER N 8" FOUNDATIOpJ q LINE OF FIRST (12) 16d - WALL W/ I G x8 UN-EXCAVATED 5 DOWELS 8"O.C. FLOOR WALL P.C. FOOTING- A-3 4" 3000 P51 P.C. 5LAE3 VERTICAL SPACING 3'-0" MIN. W/POLY VAPOR BARRIER MAINTAIN 3"OF COVER ABOVE BELOW GRADE ON COMPACTED 5U13GRADE 8"CHEEK WALL(TYP.) 8r, 19'-72" 8" ON 8 FOOTING " P. C. 110® ►9 2 20-112 REVISIONS & DRAWING ISSUE : OUTSIDE CORNERS OF STRUCTURE ® 59'-10" ISSUED FOR BID 8/7/2017 ® FFn_1,1U/_'*NF05ED ffOUNDATION FLAN N O RTN 3 4 5CALE: 411 = 1 1-011 GO ERAL CONTRACTOR IS TO FIELD VERIFY ALL SITE 5 CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 6 AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE COMMENCEMENT OF WORK. A TYPICAL: HOLDOWN CONNECTOR DETAIL @ FOUNDATION Al A-3 SIMPSON-HDU8-SDS2.5 (24) SDS1/4X3 TABLE R402,2 Al MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE STRENGTHa (f',) Weathering Potentialb ILL TYPE OR LOCATION OF CONCRETE CONSTRUCTION Negligible Moderate Severe PROJECT TITLE: GALANIS RESIDENCE Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500 ENGINEER SEAL: DATE: 6/13/2017 Basement slabs and interior slabs on grade, except garage floor slabs 2,500 2,500 2,500` i SCALE: AS NOTED DRAWN BY: DANIEL G. Basement walls, foundation walls, exterior walls and other vertical concrete 2,500 3,0001 3,000`t %\`� Yo CHECKED BY: T.D.R. work exposed to the weather o� PS . DRAWING NO: Porches carport slabs and steps exposed to the weather, and garage floor slabs 2,500 3,000 e, 3,500 e, A , yf' ? For SI: l pound per square inch = 6.895 kPa. a. Strength at 28 days psi. A� I b. See Table R301.2(l) for weathering potential. c, Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. ^/SED PRO d. Concrete shall be air-entrained.Total air content (percent by volume of concrete) shall be not less than 5 percent or more than 7 percent. e. See Section R402.2 for maximum cementitious materials content. DRAWING TITLE: f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less than 3 percent is permitted if the. PROPOSED specified compressive strength of the concrete is increased to not less than 4,000 psi. FOUNDATION PLAN GALANI S RESIDENCE R310.2.1 MINIMUM OPENING AREA-EGRESS IFC 915.2.3.1.1.1 CARBON MONOXIDE R312.1.1 GUARDS WHERE REQUIRED R311.7.8.2 CONTINUITY R314.3 SMOKE ALARM LOCATIONS: EMERGENCY AND ESCAPE RESCUE A CARBON MONOXIDE ALARM SHALL BE GUARDS SHALL BE LOCATED ALONG HANDRAILS FOR STAIRWAYS SHALL BE SMOKE ALARMS SHALL BE INSTALLED IN THE ® GALANI S RESIDENCE OPENINGS SHALL HAVE A NET CLEAR PROVIDED ON EACH STORY CONTAINING A OPEN-SIDED WALKING SURFACES, CONTINUOUS FOR THE FULL LENGTH OF FOLLOWING LOCATIONS: IN EACH SLEEPING ROOM OPENING OF NOT LESS THAN 5.7 SQUARE SLEEPING AREA,WITHIN 15 FEET OF THE INCLUDING STAIRS,RAMPS&LANDINGS, THE FLIGHT,FROM A POINT DIRECTLY 1. 5 MADISON STREET FEET.THE NET CLEAR OPENING SLEEPING AREA.MORE THAN ONE CARBON THAT ARE LOCATED MORE THAN 30" ABOVE THE TOP RISER OF THE FLIGHT TO 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN GREENPORT,NEW YORK DIMENSIONS REQUIRED BY THIS SECTION MONOXIDE ALARM SHALL BE PROVIDED MEASURED VERTICALLY TO THE FLOOR A POINT DIRECTLY ABOVE THE LOWEST THE IMMEDIATE VICINITY OF THE BEDROOMS. SUFFOLK COUNTY SHALL BE OBTAINED BY THE NORMAL WHERE NECESSARY TO ASSURE THAT NO OR GRADE BELOW AT ANY POINT WITHIN RISER OF THE FLIGHT. 3.ON EACH ADDITIONAL STORY OF TI IE OPERATION OF THE EMERGENCY ESCAPE SLEEPING AREA ON SUCH STORY IS MORE 36"HORIZONTALLY TO THE EDGE OF THE- HANDRAIL ENDS SHALL BE RETURNED OR DWELLING,INCLUDING BASEMENTS& SECTION: 33 BLOCK:5 LOT:21 AND RESCUE OPENING FROM THE INSIDE. THAN 15 FEET AWAY FROM A CARBON OPEN SIDE,INSECT SCREENING SHALL NOT SHALL TERMINATE IN NEWEL POSTS OR HABITABLE ATTICS AND NOT INCLUDING JURISDICTION:TOWN OF SOUTHOLD THE NET CLEAR HEIGHT OPENING SHALL MONOXIDE ALARM. BE CONSIDERED AS A GUARD. SAFETY TERMINALS.HANDRAILS CRAWL SPACES&UNINHABITABLE ATTICS.IN BE NOT LESS THAN 24 INCHES AND THE ADJACENT TO A WALL SHALL HAVE A DWELLINGS OR DWELLING UNITS WITH SPLIT NET CLEAR WIDTH SHALL BE NOT LESS IFC 915.2.3.1.1.2 CARBON MONOXIDE 8311.7.8.HANDRAILS SPACE OF NOT LESS THAN 112 INCH LEVELS&WITHOUT AN INTERVENING DOOR THAN 20 INCHES. A CARBON MONOXIDE ALARM SHALL BE IIANDRAILS SHALL 13E PROVIDED ON NOT BETWEEN THE WALL AND THE HANDRAIL BETWEEN THE ADJACENT LEVELS,A SMOKE EXCEPTION: PROVIDED ON EACH STORY THAT LESS TI IAN ONE SIDE OF EACH ALARM INSTALLED ON THE UPPER LEVEL T1IE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS GRADE FLOOR Q•Rh31� dWWL3Ild 3WAUff CONTAINS A CARBON MONOXIDE SOURCE. CONTINUOUS RUN OF TREADS OR FLIGHT M1502.1 CLOTHES DRYER EXHAUST: SHALL SUFFICE FOR THE ADJACENT LOWER PREPARED BY THE ENGINEER FOR THIS PROJECT ARE WITH FOUR OR MORE RISERS. CLOTHES DRYERS SHALL BE EXHAUSTED LEVEL PROVIDED THAT THE LOWER LEVEL IS INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY OPENINGS SHALL HAVE A NET CLEAR 8315.5 CARBON MONOXIDE POWER SOURCE IN ACCORDANCE WITH THE LESS THAN ONE FULL STORY BELOW THE PROVIDED THE EWITH RESPECT NGINEER PROJECT NEER HALL BE DEEMED HE AUTHOR OF ERWISE OPENING OF NOT LESS THAN 5 SQUARE CARBON MONOXIDE ALARMS SHALL FEET. 8311.7.8.1 HEIGHT MANUFACTURER'S INSTRUCTIONS. UPPER LEVEL. THESE DOCUMENTS AivT)SHALL RETAIN ALL COMMON LAW, RECEIVE THEIR PRIMARY SOURCE FROM HANDRAIL DIGHT MEASURED 4.SMOKE ALARMS SHALL BE INSTALLED NOT STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE TABLE R302.6 THE BUILDING WIRING WHERE SUCH M1502.4.1 MATERIAL&DUCT SIZE: COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 8310.2..2 WINDOW SILL HEIGHT-EGRESS VERTICALLY FROM THE SLOPED PLANE LESS THAN 3 FEET HORIZONTALLY FROM THE DWELLING-GARAGE SEPARATION WIRING IS SERVED FROM A COMMERCIAL EXHAUST DUCTS SHALL HAVE A SMOOTH COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND WHERE A WINDOW IS PROVIDED AS THE ADJOINING THE TREAD NOSING,OR FINISH DOOR OR OPENING OF A BATHROOM THAT OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN SOURCE AND,WHERE PRIMARY POWER IS INTERIOR FINISH&BE CONSTRUCTED OF CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE SEPARATION MATERIAL EMERGENCY ESCAPE AND RESCUE OPENING'',IT SURFACE OF RAMP SLOPE,SHALL BE NOT CONTAINS A BATHTUB OR SHOWER UNLESS INTERRUPTED,SHALL RECEIVE POWER METAL HAVING A MINIMUM THICKNESS OF PROJECT. THE ENGINEERS DRAWINGS, Not less than '/,-inch gypsum board or equivalent applied to the SHALL HAVE A SILL HEIGHT OF NOT MORE FROM A BATTERY.WIRING SHALL BE LESS THAN 34 INCHES AND NOT MORE 0.0157 INCHES(NO.28 GAGE).THE DUCT THIS WOULD PREVENT PLACEMENT OFA SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED From the residence and attics THAN 44 INCHES ABOVE THE FLOOR;WHERE THE THAN 38 INCHES. SHALL BE 4"NOMINAL IN DIAMETER. SMOKE ALARM REQUIRED BY SECTION R314,3 BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS garage side SILL HEIGHT IS BELOW GRADE,IT SHALL BE PERMANENT AND WITHOUT A TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR PROVIDED WITH A WINDOW WELL IN DISCONNECTING SWITCH OTHER THAN OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. From habitable rooms above the garage Not less than /H inch Type X gypsum board or equivalent ACCORDANCE WITH SECTION R310.2.3 THOSE REQUIRED FOR OVERCURRENT Structure(s) supporting floor/ceiling assemblies used for separation , I ST FLOOR LIGHT VENT CALCS: PROTECTION. required by this section Not less than /,-inch gypsum board or equivalent 59'-10° � FAMILY ROOM: 12'_4-�° 15-9 Garages located less than 3 feet from a dwellingunit on the same lot Not less than /,-inch gypsum board or equivalent applied to the inte- TOTAL HABITABLE 5Q. FT.= 239.1 2 3 P-8" 2" r'Ior side of exterior walls that are within this area 8% LIGHT = 19.1 5Q.FT, THOMAS D. REILLY P.E. PROP. LIGHT=3 I.G 5Q,Ff. 7 15'-31" L 15,-3 I„ 7 4 BEZEL LANE For SI: 1 inch=25.4 mm, 1 foot=30.4.8 mm. 4%VENTILATION= 9.5 SQ,FT. 2 1 2 NOTE: SMITHTOWN,NY 11787 PROP, VENTILATION= 20.0 50.FT. F7-=ATT SOUND INSULATION IN ALL NEW PHONE(631)724.7888 BEDROOM #1: BATHROOM WALLS TYP. EMAIL:TDRPE a TDRPE.COM TOTAL HABITABLE 5Q. FT,= 170.7 8% LIGHT = 13.G 5Q.FT. NOTE: PROP, LIGHT=24,9 5Q.FT. _____ _- -TO= � _ -- - _ ___=� - - - __ __ -� CONTRACTOR TO PROVIDE - - - - - - _ - - - - - - 4"VENT THROUGH 4"VENT THROUGH 4% VENTILATION= G.8 5Q.FT, (3)I%4'x912" M,L. (3)13/4'x912" M,L. -1N SHOP DWG5 OF ALL STAIRS ROOF (V.T.R.) ROOF(V.T.R.) PROP. VENTILATION= 19.0 5Q.FT. 8"ROUND I O ROUND i TO ENGINEER FOR REVIEW NOTES: LOAD-BEARINGdo " I PRIOR TO FABRICATION t ROOF LIVING ROOM: III COLUMN BY LOAD-BEARING III INSTALLATION TOTAL HABITABLE SQ. FT.=204.8 COLUMN BY \� I CHADSWORTH OR U 2" 8% LIGHT = I G,3 5Q.FT. (��`" , EQUAL(TYP.)8000# o ENLARGED CHADSWORTH OR � III 2„ 2" PROP. LIGHT=2G.G 5Q.FT. �� I� U EQUAL{TYP.}8000# I T _ _ 4%VENTILATION= 8. 1 SQ.FT, CAPACITY O COVERED PORCH CAPACITY PROP, VENTILATION= 32.0 5Q.FT, m 19 NEW'TREX' DECKIIVG m I hN N I1� 11Y" I1y" 1Y") 1Y" f1Y" 1Yz"I 1Y"I 1Yz"I KITCHEN: - ( I I I TOTAL HABITABLE SQ, FT.= 283.6 SLOPED CEILING " � O MASTER BATH I I I BATH I I I I I I BATH 8% LIGHT = 22.6 5Q.FT. (3 FIXTURES) I I 51 K (3 FIXTURES) I S NK I SINK I I (3 FIXTURES) PROP, LIGHT=29.4 SQ.Ff. x 4. W I W WC I 4%VENTILATION= I 1.3 5Q.FT. G' S° g' 3" I 10'-42° 13'-1 !" I I 9'-1011 10'-Oz" SHO ER TUB TUB PROP. VENTILATION= 22.3 5Q.FT, I l A 2ND FLOOR I EXHAUST FAN /''3 _ _ _ - - _ WDH21032 WDTI 032 TO EXTERIOR WDH 1032 G'-0"SLIDER FWGGOG8 WDH2G42 WDH2942 1- - ..� _ s6°xae ( (2)1�4"x9122' M.L. (2)2x 10 HDR, 2" 3" 1Y" „ 1 Y" 3" 2" � -9� � C.O. 4„ 4 C.O. 4" 4" C.O, d NEO A6NGLE J D,W„ „ 2uIH0 OREF, BOWII NOTE: 2 -,,. 1�2 4' 1 ", i i n I I I TBILETFLR. N II BEARING ALL 5TAIR5TO BE A MIN. 3G"ENCLOSE EXISTING WALL WIDE AND HAVE A MIN, 9 TREAD BATH 1Y" " 112 IX. I I ' IIWINDOW-PATCH/ -aIABOVE t MAX, 8%4"RISER AS PERI1Yz I1Y 1 112 ( RENOVATED EXISTING KITCHEN REPAIR AS NECESSARY SECTION R3 1 1 .7 OF THE(3 FIXTURES) I I I KITCHEN ( I POWDER RM. I STAIRS ATILE FLOOR r I I RESIDENTIAL CODE OF NYS. inrlTCHENDz (2 FIXTURI=S) I I (2 FIXTURES) E TO REMAIN i` ><NCLOSE EXISTINGc�z ILIISINK S NK IRY n c'�s DOOR-PATCH/ O N N EXISTING SHOINER WC pW C ( � ; i TILE FLOOR �6,Qs REPAIR A5 NECE55A Y �I I 1 I I N 4x4 OOD cv = - ml I �N I 4'-O"x 9'-0" I � III - FAMILY ROOM 4x4POS 15t FLOOR �EX15TING I LAUNDRY HALL = Ex15T, � KITCHEfJISLAND ( POST y � WOOD FLOOR �, r- CHIMNEY `� I v I ABOVE i o2" $" 112" I WALLS ( I \\\ / DRY WASH U TO REMAIN O ^I = CLIENT APPROVALS 1Y I „ FOUNDATION TO BE - - - - - _ - - (2)13/4 x I G" N 4" C.O. N m 4Yx z APPROVED BY: DATE: 4" C.O. I I REMOVED M.L.(FLUSH) N 1 ISSUED FOR CLIENT REVIEW 6/26/2017 -_- _-- _ -JJ VEN OLit w j SPLAY 4x8 WOOD 2 REVISED 2ND FLR.PLAN 6/30/2017 EXTERIOR � CEILING `J`4 POST I G'-0" 3'-4" 10"10" 7'-1 O" �q' (2)13/4"x I G" M.WFLU5H) �(? I I I o I[ ( - - - - -� 3 ISSUED FOR CLIENT REVIEW 7/10/2017 I T T - R-13 BATT. EXHAUST FAN m 4 ISSUED FOR CLIENT REVIEW 7/11/2017 ENCLOSE EXISTING I I I I PANTRY I SOUND TO EXTERIOR, FAI I I DOOR-PATCH/ °?I I I I I BEARING I" N INSULATION -N 5 ISSUED FOR BLDG.PERMIT 10/19/2017 6� REPAIR A5 NECESSARY - v 6 _ NEW I G'-0" OPG. (2)1 XN 10' M.WFLl S WALL B 15TIN NT C.O. C.O. CONNECT TO III m - - - - - - - - - - - - - - - 4x6 WOOD ABOVE PWDR. m N APPROVED SEPTIC III N 19'- " „ G'-1 1j" ILLR. p g SYSTEM I = cv I POST 4" -3� 4'I 2 0 4' 7'-0" 2 CAR GARAGE C 9 If (1)LAYER OF 5/8"'TYPE "x" - LINE OF 2ND I < ��+ -►N I m p G,W,B ON ALL WA\LL5 FLOOR ABOVE I I FOYER ^ r CL. _ PLUM13ING SDIAGRAM I II I _ AND OUSE CEILINGS COMMON -OPEN TO ABOVE- S d oz iYi III , ro HOUSE LIVING - D 1 ,� B E 2+ o It 0 ROOM I I GUARDRAIL � � (2)13/4'X 1 G" `X o WOOD FLR. Oil'SCALE: N .T.5. I III F- - - - - - - - - - r I DOOR TO BFRONT E AS PER CODE M.L.(FLU5H) cNN I� I I I I I I SELECTED UP 15K 'v I„ P3103.1 ROOF EXTENSION P3103.3 FLASHINGS AND SEALING I 4" 18'-10" 4" 23-� BY O':VNER \ I -4.' 4" 14-32 4„OPTIONAL AT LEAST ONE OPEN VENT PIPE SHALL EXTEND THE JUNCTURE OF EACH VENT PIPE -AT ( ( EXISTING WALLS t THROUGH A ROOF AND SHALL BE TERMINATED WITH THE ROOF LINE SHALL BE MADE ) FOUNDATION TO BE O I I ( ( 'I I �N® + BEDROOM # I _ GLA55 AT LEAST 18 INCHES ABOVE THE ROOF EXCEPT WATER TIGHT BY AN APPROVED I - �, v S.D S� S.D, REMOVED I I I I I � �,�, I ch C. � WOOD FLOOR 7 -gip THAT WHERE A ROOF IS TO BE USED FOR ANY FLASHING.VENT EXTENSIONS IN I I 6 + - O PURPOSE OTHER THAN WEATHER PROTECTION, WALLS AND SOFFITS SHALL BE MADE L_ - - - I I ( EW(GARAGE DOORS I d (2)2x 10 HDR. v „ - Q -___ - -- - - {2)2x I O - _ - (2)1-3/4"x I G M.L,(FLU5. H) _ THE VENT EXTENSIONS SHALL BE RUN AT LEAST WEATHER TIGHT BYCAULKING - -j F I- - I I I TO BIE INSTALLED -TO I - - - \\ WDH3 4G WDH304G DN 4" WOOD POST 7 FEET(2134 MM)ABOVE THE ROOF, BE SELECTED BY v 4x4 WOOD P3]03.2 FROST CLOSURE I � I I I I i � v -'• POST ABOVE N REVISIONS & DRAWING ISSUE \ / OWNIER 4 a2O COVERED ENTRY 0 O - - `�? PO (fYP,) P3201.7 SIZE OF FIXTURE TRAPS EVERY VENT EXTENSION TROUGH A ROOF I \ I I I I I m B I N B J (2)13/4x 912 M.L. (2) 13/4x 912 M.L. i� BLUESTONE x �_ CL ISSUED FOR BID 8/7/2017 TRAP SIZES FOR PLUMBING FIXTURES SHALL BE SHALL BE A MINIMUM OF 3 INCHES(76 MM)IN L - - J (2)I�4'x I I/"M.L. cv - N A-3 AS INDICATED IN TABLE P3201.7.WHERE THE DIAMETER.ANY INCREASE IN THE SIZE OF THE EXIST. OVERHEAD GAR GE DR. EXIST. OVERHEAD GARAGED . - A_-_3 _ 2 TAILPIECE OF A PLUMBING FIXTURE IS LARGER VENT SHALL BE MADE INSIDE THE STRUCTURE A WOOD O POST (2)2x 10 HDR. O THAN THAT INDICATED IN TABLE P3201.7,THE MINIMUM OF 1 FOOT(305 MM)BELOW THE ROOF. DN TO GRADE ABOVE 3 TRAP SIZE SHALL BE THE SAME NOMINAL SIZE AS NOTE: POST WDH2O42 WD 2042 WDH2O42 THE FIXTURE TAILPIECE.A TRAP SHALL NOT BE TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURESLEGEND ALL WINDOWS MEET THE A 4 LARGER THAN THE DRAINAGE PIPE INTO WHICH REQUIREMENTS OF THE RESIDENTIAL A-3 THE TRAP DISCHARGES. CODE FOR N.Y.S.FOR THE FOLLOWING: 5 TRAP SIZE 1.LIGHT,VENTILATION,&EGRESS C EXISTING WALL OR PARTITION TO BE REMOVED (HABITABLE SPACES ONLY) 6 PLUMBING FIXTURE MINIMUM 2.ENERGY CODE COMPLIANCE (inches) EXISTING WALL OR PAR,IT.ON TO REMAIN 3.WIND DESIGN PRESSURE LOADS(D.P. NEW EXTERIOR WALL CONSISTING OF/2"GYPSUM BOARD, RATING) Bathtub(,Mth or without shower head and/or " ' 4'- �.„ 1 1„ 11/� 2°X A"WOOD STUDS(I G"O.C.),�{!"BATT INSULATION i n , „ whirlpool attachments) (R 15),12" EXTERIOR PLYWOOD 5HEATHING,TYVEK HOU5E 5"! 1 5-O 51-11, 4'112 4-112 5-Ci 9 WRAP AND SIDING. I INTERIOR PARTITION: 2"X 4"WOOD STUDS(I 0 O.C.)WITH" 20'-32" 5'-I ' all I 5-O „ Bidet 1 /4 GYPSUM BOARD EACH 51 DE FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE 59'-10` Clothes washer standpipe 2 CONTR TO REMOVE EXISTING DOOR / W:NDOW AND FRAME, CLOSE EXISTING OPENING WITH MATERIALS TO MATCH AND Dishwasher(On separate trap) 11/, ALIGN WITH EXISTING ADJACENT. THER302.6GARAGE FIRE.,SEPARATION O / �" �� LOOK I�f Q RT H THE GAKAGE SHALL BE SEPAKATED AS REQUIRED B3Y � V C I� FLAN Floor drain 2 0 EXISTING DOOR AND FRAME TO BE REMOVED TABLE 302,6.OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTIONR302.5.ATTACHMENT OF GYPSUM PROJECT TITLE: GALANIS RESIDENCE Kitchen sink(one or two traps,with or BOARD SHALL COMPLY WITH TABLE R702.3.5.THE WALL I without dishwasher and food waste disposer) 1 J/z SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT _ NOTE: ENGINEER SEAL: DATE: 6/13/2017 EXISTING DOOR AND FRAME TO REMAIN APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO 5CALE: �rI r`On GENERAL CONTRACTOR IS TO FIELD VERIFY ALL SITE SCALE: AS NOTED Laundry tub(one ormore compartments) 11/�, THE ADJACENT DWELLING UNIT WALL. CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 4W OR DRAWN BY: DANIEL G. R302.5.2 DUCT PENETRATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ;j NEIL( d CHECKED BY: T.D.R, Lavaton! 1114 DUCTS IN THE GARAGE&DUCTS PENETRATING THE COMMENCEMENT OF WORK, � p *� �, ti'y DRAWING NO: NEW DOOR AND FRAME �f. THE WALLS OR CEILINGS SEPARATING THE co Shower(based on the total flow rate through o DWELLING FROM THE GARAGE SHALL BE � <, showerheads and y p bodysras) cn C>4`?"�: ,� N CONSTRUCTED OF A MINIMUM No.26 GAGE SHEET Row rate: STEEL OR OTHER APPROVED MATERIAL&SHALL NOT HAVE OPENINGS INTO THE GARAGE. 3�� O� 5.7 gpm and less 11/2 ) ^ASF ��SSN ea.® A2 NOTE: ; PRO More than 5.7 gpm up to 12.3 gpm 2 GENERAL CONTRACTOR 15 TO FIELD VERIFY ALL 51TE CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 4' More than 12.3 gpm up to 25.8 gpm 3 AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRJOR TO THE COMMENCEMENT OF WORK. AWING TITLE: More than 25.8 gpm up to 55.5 gpm 4 051) INDICATES HARD WIRED,INTERCONNECTED SMOKE DETECTORS PROPOSED FIRST OCM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR For SI: 1 inch=25,4 mm. FLOOR PLAN GALANI S RESIDENCE NOTE FOR LAYOVER VALLEY: eGALANIS RESIDENCE� NAILING PAD SECURED TO PRIMARY FRAMING. PAD WIDTH TO GREENPORT,NEW YORK ACCOMMODATE HEEL CUT @RAFTER MADISON STREET END. PROVIDE UPLIFT CONNECTIONS @ NOTE: SUFFOLK COUNTY RAFTER5 TO NAILING PAD. NO ROOFING PROVIDE CONTINUOUS SECTION:33 BLOCK:5 LOT: 21 UNDER NAILER OR LAYOVER A55EMBLY. RIDGE VENT(TYP.) JURISDICTION:TOWN OF SOUTHOLD MAINTAIN VENTILATION @ LAYOVER. TOP of RIDGE]+27'-�") 2x!0 RIDGE BEAM - - -- - --- 0. 4'-71" 5'-1-L' t 3'-Gl" 1 2'-02" 1 O_r}�' THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 2 2 1 4'-G° 2 _C PREPARED BY THE ENGINEER FOR THIS PROJECT ARE ROOF CQNSTRUCTIQN: INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY 7-8K.K. @ 16"O.C. 12 12- 9 _ WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE y2"COX PLYWOOD SHEATHING 2xG COLLAR TIES 9 PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF NEW 30 YEAR ARCHITECTURAL T -� I fl 1 -� LINE OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, @ 32"0•0. l 1 1 1 COLUMN STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE ASPHALT ROOF SHINGLE, COLOR ATTIC L-A L-A LL BELOW COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN TO BE SELECTED BY OWNER COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND UN-FI NI5HED OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN NOTE: 2x4 KNEE NOTE: CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE ALL INSULATION TO BE INSTALLED AS WALL 2x 12 C.J.@ I G"O.C. " PROJECT. THE ENGINEERS DRAWINGS, PER MANUFACTURERS IN5TKUCTION5 2ND FLOOR LIGHT t VENT CALCS: ALL STA TO BE A MIN.36 SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED _ --� WIDE AND HAVE A INN•9" BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADbITIONS _ TOP of 2ND_FLOOR_PLATE (+19_'-1")_ TREAD&MAX.8 1/4"RISER AS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR (2))3/4"x9/4`M.L. MASTER BEDROOM: ROOF BELOW RESIDENTIAL CODE OF NYS. INSULATION PER SECTION R311.7 OF THE OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. R-38C BATT. 8%LIGHT = 26.4 SQ.FT• TOTAL HABITABLE SQ. FT.= 330.2 (BEYOND) NOTE: TOP of WINDOW(+G'-8"A.F,F, (2)2x 10 HDR. CONTRACTOR TO PROVIDE "H.D," .e; INDICATES 016 PROP, LIGHT=33.6 SQ.f`T, 'SIMP50N'HOLDOWN .�_ SHOP DWGS OF ALL STAIRS 4%VENTILATION= 13.2 SQ.FT. HDUS-5D52.5-SEE = PROP. VENTILATION= 21.2 50.F7. TO ENGINEER FOR REVIEW SHEET RC-2 FOR DETAILS 0 TYPICAL PROPOSED PRIOR TO FABRICATION o THOMAS D. REILLY P.E. z EXTERIOR WALL CONSTRUCTION: BEDROOM #5 CL. BEDROOM#2: INSTALLATION A I O 2x4 WALL 5TUD5,y"COX PLYWOOD O LINE H ROOF 4 BEZEL LANE SHEATHING- VINYL 51DING- TOTAL HABITABLE SQ. FT.= 133.9 OVERHANG ABOVE 8%LIGHT = 10.7 5Q.FT. EXHAUST FAN A-3 EXHAUST FAN I SMITHTOWN NY 11787 _ " PROP. LIGHT=20_4SQ.FT. TO EXTERIOR - - - - - - - - - - - - -- - - - - - - - - - - - - - - -. - - - - - --I.070ZTMOK - - - � - - - - - - - - - - - - - �GRE5� - - - - - -� - - � PHONE(631)724.7888 w OVER TWEK HOUSE WRAP N U I G TJI 5G0 SERIES @ 1 G 7 R-5 RIGID INSULATION O.C,-SEE FLOOR PLAN FOR 4%VENTILATION- 5.3 SQ.FT. % WDH2 3G WDH G:3G z WDH304G WDH304 WDH G39 WDH3046 ( WDH304G d of 1/2" GYP. BOARD-INTERIOR PROP. VENTILATION= 12.8 SQ.FT, EMAIL:TDRPE(a�TDRPE.COM w SPAN t DIRECTION N R-15 BATT. INSULATION ]INT.) I 8 (2)2x8 HIDR. (2)2x 10 HDR. D I � SEE TJI DETAIL SHEET SHELF /v {2)2x81 HDR. N BEDROOM #3: I WINDOWISEAT Q- I TOTAL HABITABLE SQ. FT.= 133.0 I TUB I I I NOTES: TOP of 2ND FLK. 5UBFLOOK(+ 10'-1_') ,(v�`� 12'-1 11" 2'- �" 113'-71" ` IL __ _ 8% LIGHT = 10.G 5Q.FT, I 90 n 1. nn I ` I I` PROP. LIGHT=20.4 5Q.FT. - 4 5-0 4 4'-10 I w 4Pv 2 v 2 210"4` c' I 4 PROVIDE ISIMP50N x�I I ix\ 4%VENTILATION= 5.3 SQ.FT. I MASTER =1N = 0 >L w I H3 @ 1 G O.C. i > I N BEDROOM #2 O = N LAV L\ > 2x8 R.R. @ f G" O.C. N TOP of 15T FLOOR PLATE(+8'-0") PROP. VENTILATION= 12.8 SQ,FT. g BATH +�O ' W•I.C. ( N/ �° I = BATH I __ _ I I � FLAT CEILING CL. ICL. Q I PROVIDE BEDROOM#4: ITILE FLOOR I (/ WOOD FLOOR N �� TILE FLOOR w I TOP of WINDOW(+G'-8"A.F.F,) WEB TOTAL HABITABLE 5Q. FT.= 150.9 I in I c41�" O I I STIFFENERS 8%LIGHT = 12.0 SQ.FT. I � bN Z�rI�D 2x 12 �.J. PROVIDE MIN. 2' o � N `J I I `Z (I BEDROOM #4 I r PROP. LIGHT=20.4 5Q.FT. @ I G G. SHELF/ CLEAR TO TYPICAL PROPOSED -�N 1 �' x x I c'� SHELF 01 FLAT CEILING O 4%VENTILATION= G.0 5Q.FT. O - - COMBUSTIBLE N N X O w EXTERIOR WALL CONSTRUCTION: I I CONSTRUCTION S� 5.D. N 9-O CEILING 2x4 WALL 5TUD5,/"COX PLYWOOD O PROP, VENTILATION= 12.8 5Q.FT. �r I I �, =IN / I w 90 - s u_I (TYPICAL) 4 z SHEATHING-VINYL SIDING- cp BEDROOM # I jAL(, v' v •I•C• ( ) x6 O BEDROOM#5: 6'- °xa'-o^ _� +6 z �_� EXISTING CHIMNEY `r \ w I WOOD FLOOR I - = sHoweR E) I TO BE EXTENDED STAIR HALL 4x4 WOOD BEAR�NG FO z I FU OVER TYVEK'HOU5E WRAP TOTAL HABITABLE 5Q. FT,= I G9.0 U 5-O WI E U_� S.D. P057(Tl f'.) R.R. � J. =�I 2x 12 C.J. @ I G"O.C. U R-5 RIGID INSULATION CLOSET I z I _ - J ® 4'-0"WIDE p 8% LIGHT = 13.5 5Q.FT, w �% I/2"GYP. BOARD-INTEP,IOR ro / AREA OF �,� PROVIDE Y\ 91' u R-15 BATT. INSULATION (INT.) PROP, LIGHTION= .7 SQ I4 0"IOPG OVER FRAMING +'.>� 36 HIGH `I KNEE WALL - I EXHAUST FAN u R-19 BATT. 4%VENTILATION= 6.7 SQ.FT. I - -I- RAILING UP TO RAFTER J = TO EXTERIOR PROP. VENTILATION= 12.8 5Q.FT. I ob TOP of EX. FIRST 5UBFLOOK (0'-0") INSULATION - - I NOTE: I 1 ATTIC PULL- I W AN R905.1 .2 ICE BARRIER K-13 BATT SOUND �� U DOWN STAIRS <n LINE OF 2x 10 RIDGE ABOVE U) =�- o I - EXISTING GRADE IN AKEA5 WHERE THERE HAS BEEN A I �p INSULATION IN ALL I - - lr L Rou o 1 S.D./C.O. HALLWAY HISTORY OF ICE FORMING ALONG THE I 0 o BATHROOM WALLS TYP. I F - ® m z _ - - �+5� - - TUB LAV I L - - -= � Isx 2 N NOTE: F- EAVES CAUSING A BACKUP OF WATER = ( \ 3'-G"WIDE m CL w I a � I N SEE AIR 5EALING REQUIREMENTS ��/�"I� = �(3)2x8 GRDR. EXI5TING AS DESIGNATED IN TABLE 8301.2(I), AN N N w 5.D. I = BATH ON EC-i SHEET(TYPICAL) ADD H55 . 2%" �INw EXI5T.3y"0 BASEMENT ICE BARRIER SHALL BE INSTALLED FOR I N OI \\ �� `r 30"HIGH N / I TILE FLOOR STEEL PIPE - z STL,COLUMN ASPHALT SHINGLES, METAL ROOF I QI I O� 5.D. GUARDRAIL / I ;u 3 I COLUMN ON -' 0 TO REMAIN UN-FINISHED \ SID C. ' z SHINGLES, MINERAL-SURFACED ROLL ( u-+I I AS PER CODE 3'-0" " 30"x30"x 12" P.C. - EXIST. FOUNDATION J O - WALLS TO REMAIN ROOFING, SLATE SLATE TYPE o 1-. NOT TO BE USED FOR c9 FOOTING COOKING, EATING, AND SHINGLES, WOOD SHINGLES 4 WOOD I °CI / ARE OF (TYPICAL} SLEEPING ACTIVITIES MASTER N ti U I", _ _ _ SHAKES. 7HE ICE BARRIER SHALL I OI \ES I +'b U EXIST. P.C. SLAB CON515T OF NOT FEWER THAN 2 LAYERS I - BEDROOM NI \�� I O FOYER = o I- `J�✓6� S.D. OVE FRAMING I OF UNDERIAYMENT CEMENTED _ N N \l 1° - OPEN TO BELOW- r NOTE: I C , IN a FLAT CEILING u •• TOGETHER, OR A SELF-ADHERING I - BEDROOM #3 -1N - r- - - - C.O, DETECTIOR 9'-0"CEILING w POLYMER-MODIFIED BITUMEN 5HEET = I i� z I r \ cv -? U / REQUIRED T BE WITHIN I CLIENT APPROVALS L -- J L - _I - - WOOD FLOOR - FLAT CEILING = cY U - - - SHALL BE USED IN PLACE OF NORMAL I I I C WOOD FLOOR - oC N -; / 15'-0"OF BE ROOMS ��, I APPROVED BY: DATE: L - - - UNDERLAYMENT EXTEND FROM THE +� !„ ° X U BEARING FOR 1„ +O� O 1 ISSUED FOR CLIENT REVIEW 6/26/2017 �'` _ i LOWEST EDGES OF ALL ROOF SURFACES I 4n 15'-1O" I 41, 0" 4° 1 1 1 N N 4° N 4" R.R, C•J. I 14-32 �1_014 4" I �( ) """1 5ECTION TO A POINT NOT LESS THAN 24" INSIDE I 4REVISED 2ND FLR.PLAN 6/30/2017 \\\,.../// `,/ LLL..JJJ THE EXTERIOR WALL LINE OF THE I '� � NOTE FOR LAYOVER VALLEY: I I !, INN y/ BEDROOM #5 I BUILDING, ON ROOFS WITH SLOPE 2x 12 J• @10 O.C. w Q 3 ISSUED FOR CLIENT REVIEW 7/10/2017 NAILING PAD SECURED TO PRIMARY ( J - FLAT CEILING FRAMING. PAD WIDTH TO il I I-Oil EQUAL TO OR GREATER THAN 8 UNITS I c= \ oj�// PROVIDE WOOD FLOOR SCALE t VERTICAL IN 12 UNITS HORIZONTAL, THE I o I I 4 ISSUED FOR CLIENT REVIEW 7/11/2017 ACCOMMODATE HEEL CUT @ RAFTER L� O = �� KNEE WALL i ICE BARRIER SHALL AL50 BE APPLIED I \ - �/ 9+ 5 ISSUED FOR BLDG.PERMIT 10/19/2017 END, PROVIDE UPLIFT CONNECTIONS @ NOT LE55 THAN 3G"MEASURED ALONG = °� CL, (2)2x8 HDR. ;r (2)2x8 HDR UP TO RAFTERS I 2 CL I RAFTERS TO NAILING PAD. NO ROOFING NOTE: THE ROOF SLOPE FROM THE SAVE EDGE I 2x8 R.R. @ I G"O.C. I 2x8 K.R. I °' - ° 2x8 R.R. @ 1 G"O.C. 2x8 R.R,@ 1 G" O.C. - I b UNDER NAILER OR LAYOVER ASSEMBLY. PROVIDE CONTINUOUS N @ " C, w \ WDN304G WDH30 G WDN304G WDH3 4G I In OF THE BUILDING. I - I + i I _ - - - RF�i�i - � MAINTAIN VENTILATION @ LAYOVER. RIDGE VENT(TYP.) I I 6w w - - - - - - - ARES O I �� I A B c�i 4x4 OOD J g _ TOP of RIDGE(+20-L20 _ _ _ 2x 10 RIDGE BEAM I 'I (2)2xG HDR. (2)2 HDR• ° I N POS A-3 A-3 I • (2)2xG HOP, (2)2xG HDR, ROOF CONSTRUCTION: WDH 046 WDH3 46 I • ROOF BELOW 9 2x8 R.R. @IG" O.C. L - - - - - - EGRE55 - - _L - - - - G�55 - - - - _j I W 3 4G _ _ _ _ WD 4G 2 COX PLYWOOD SHEATHING _ -ROOF BEYOND- NOTE: � -LINE ����� J NEW 30 YEAR ARCHITECTURAL -ROOF BEYOND- G 12 2x6 COLLAR TIES 12 ALL WINDOW FLOOR WADS NOTE: 1 �G DESIGNATIONS BELOW SDE ASPHALT ROOF SHINGLE, COLOR @ 32"O.C. REFER TO'ANDERSEN' TO BE SELECTED BY OWNER 5'-5" 8'-8"' 5'-5" 5'-1" 10'-2" 5'-I" 5'-7° THERMPROGROSTAT LE A.T., 1C RESIDENTIAL 8'-102" 5-7 PER N 1103,1 A5 NOTE: PRODUCT GUIDE 20'-31" 20'-01-" -SEE EC-I SHEET ALL INSULATION TO BE INSTALLED AS UN-FINISHED 4R-38C BATT 19'-G." 2 2 PER MANUFACTURERS INSTRUCTIONS IN5ULATION TOP of 2ND FLOOR PLATE (+19'-1") r PROVIDE SAVE 2x 12 C.J. @I G" NOTE: N O R T H BAFFLE- SEE NOTE O.C.-SEE PLANS HURRICANE ON' TIE ALL WINDOWS MEET THE PROP05ED SIECOND f LOOK FLAN REQUIREMENTS OF THE RESIDENTIAL FOR DIRECTION HURRICANE TIE Q Alk TOP of WINDOW(+G'-8"A.F.F.) ON EC-I SHEET CODE FOR N.Y.S.FOR THE FOLLOWING: F SPAN (SPRAY -SEE RC-2 1.LIGHT,VENTILATION,&EGRESS REVISIONS & DRAWING ISSUE V77 FOAM REQ'D} O TYPICAL PROPOSED SCALE:��11 = 1-011 GENERAL CONTRACTOR IS TO FIELD VERIFY ALL SITE 1 ISSUED FOR BID 8/7/2017 (HABITABLE SPACES ONLY} NOTE: = EXTERIOR WALL CONSTRUCTION: 2.ENERGY CODE COMPLIANCE O 2x4 WALL STUDS,/2"COX PLYWOOD = 3.WIND DESIGN PRESSURE LOADS(D.P. SHEATHING- VINYL SIDING- BEDROOM #2 HALL BEDROOM # I a� w RATING) CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 2 v OVER'TYVEK'HOUSE WRAP g AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO 3 =1N R-5 RIGID INSULATION R-15 BATT. INSULATION o- HE COMMENCEMENT F W RK. 4 SEE AIR 5EALING N � 1/2"GYP. BOARD-INTERIOR REQUIREMENTS � K-15 BATT. INSULATION (INT.) 12 5 N 2x8 R.R.@ IG" O.C. PROVIDE WEB ON EC-! SHEET STIFFENERS (TYPICAL) �3 LEGEND_ TOP of 2ND FLK. SUBFLOOR(+ 10'-1_'} 12 R312.1.1 GUARDS WHF.RF.RF,OUIRFD R311.7.8 2 CONTINUITY STU1l2 8� r � � i r i � i GUARDS SHALL BE LOCATED ALONG HANDRAILS FOR STAIRWAYS SHALL BE Searing Plate PROVIDE 'SI M P5ON' x I 1 x 1 i x i 1 x OPEN-SIDED WALKING SURFACES, CONTINUOUS FOR THE FULL LENGTH OF N H3 @ 1 G"O.C. C � EXISTING WALL OR PARTITION TO BE REMOVED INCLUDING STAIRS,RAMPS&LANDINGS, THE FLIGHT,FROM A POINT DIRECTLY TOP of !ST FLOOR PLATE (+8'-O") THAT ARE LOCATED MORE THAN 30" ABOVE THE TOP RISER OF THE FLIGHT TO EXISTING WALL OR PARTITION TO REMAIN MEASURED VERTICALLY TO THE FLOOR A POINT DIRECTLY AIIOVE THE LOLVEST I i EXISTING 2x CEILING OR GRADE AELOW AT ANY POINT WITHIN RISER OF THE FLIGHT. 9 OILTOP of WINDOW(+6'-8"A.F.F. 2xG C.J.@ I G"O.C. I I NEW EXTERIOR WALL CONSISTING OFY-"GYPSUM BOARD, 36"HORIZONTALLY TO THE EDGE OF THE HANDRAIL ENDS SHALL IIE RETURNED OR I G TJI 5G0 SERIES @ I G I 1 JOISTS TO REMAIN 10 ROUND LOAD-BEARING I W X A"WOOD STUDS(I6"O.C,),3M,"BATT INSULATION OPEN SIDE.INSECT SCREENING SHALL NOT SHALL TERMINATE INNMVEL POSTS OR " " i I = " 15),}�" EXTERIOR PLNJ OOD SHEATHI NG,TYVEK HOUSE BE CONSIDERED AS A GUARD. SAFETY TERMINALS.HANDRAILS s (2)13/4"x 117/x"M.L.. I 1 W RAP AND SIDING. R311.7.8.HANDRAMS ADJACENT TO A WALL SHALL HAVE A O.C.-SEE FLOOK PLAN FOP, COLUMN BY CHADSWORTH OR � I I = INTERIOR PARTITION: 2"X 4"WOOD STUDS(16"O.C.)WITHY" HANDRAILS SHALL BE PROVIDED ON NOT SPACE OF NOT LESS THAN l�INCH 1 w SPAN t DIRECTION I { u4 EQUAL(TYP.)8000#CAPACITY GYPSUM BOARD EACH SIDE FROM FLOOR TO UNDERSIDE OF BETWEEN THE WALL AND THE HANDRAIL LESS THAN ONE SIDE OF EACH 0 NOTE: SEE TJI DETAIL SHEET KITCHEN O g STRUCTURE ABOVE CONTINUOUS RUN OF TREADS OR FLIGHT M15m_1 CLOTHES DRYER EXHAUST: _z SEE AIR SEALING REQUIREMENTS I I a.. WITH FOUR OR MORE RISERS. CLOTHES DRYERS SHALL BE EXHAUSTED Double 2x 1 TO WALL -COVERED PORCH- CONTRTOREMOVE EXISTING DOOR / WINDOW AND FRAME. IN ACCORDANCE WITH THE minimum w ON EC-I SHEET(TYPICAL) LIVING ROOM I J( Z CLOSE EXISTING OPENING WITH MATERIALS TO MATCH AND 8311.7.8 1 HEIGHT MANUFACTURER'S INSTRUCTIONS. for header U /I TO BE REMOVED ALIGN WITH EXISTING ADJACENT, 1 I 1= 2x I O D.J. HANDRAIL HEIGHT,MEA5URED or beam THIN STONE VENEER- COLOR 1 I N VERTICALLY FROM THE SLOPED PLANE MI 502.4 1 MATF.RIAT&DUCT STZE: � I I yc @ 1 2 Q C EXHAUST DUCTS SI[ALL HAVE A SMOOTH u t STYLE TO BE SELECTED BY I I uJ SIMP50N' EXISTING DOOR AND FRAME TO BE REMOVED ADJOINING THE TREAD NOSING,OR FINISH INTERIORFIDIISH&BECONSTRUCTEDOF PROJECT TITLE: GALANIS RESIDENCE HOMEOWNER I I '51 MP5ON' SURFACE OF RAMP SLOPE,SHALL BE NOT METAL HAVING A MINIMUM THICKNESS OF LUS 2 1 OZ LESS THAN 34 INCHES AND NOT MORE EXISTING 2x8 F.J.@ 12"O.C. I 1 H I Z CONNECTOR 0.0157 INCHES(NO.28 GAGE).THE DUCT 112"Rod ENGINEER SEAL: DATE: 6/13/2017 " 1 I JOIST HANGER THAN 38 INCHES. TOP of EX. FIRST SUBFLOOR (0-O) ADD (3)2x I 0 ACQ. SHALL BE 4^NOMINAL IN DIAMETER, required for STU1/2 I SCALE: AS NOTED EXISTING DOOR AND FRAME TO REMAIN R314.3 SMOKE ALARM LOCATIONS: R303 7INTERIOR STAIRWAY ILLUMINATION I ' DRAWN BY: DANIEL G. SMOKE ALARMS SHALL BE INSTALLED IN THE L'NT)R10k STAIRWAYS SHALL BE PROVIDE R-19 v EXISTING GRADE EXISTING GRADE FOLLOWING LOCATIONS: PROVIDED WITH AN ARTIFICIAL LIGHT '(D�� � CHECKED BY: T.D.R. BATT INSULATION 1.IN EACH SLEEPING ROOM SOURCE TO ILLUMINATE THE LANDINGS 1 I (3)2x8 GRDR. 4 DRAVdIVGNO: 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN AND TREADS.THE LIGHT SOURCE SHALL I- (2)2xI0AC G R •C I = :. - THE IMMEDLATE VICINITY OF THE BEDROOMS. BE CAPABLE OF ILLUMINATING TREADS& yG� EX 15TI N G U .••.•. : 51 MP50N' :4 O z ::, ,• O z NEW DOOR AND FRAME 3.ON EACH ADDITIONAL STORY OF THE LANDINGS TO LEVELS OF NOT LESS THAN i Threaded Rod EXIST.3/2"O BASEMENT N = P544 BASE t m z DWELLING,INCLUDING BASEMENTS FOOT CANDLE(I I LUX)AS MEASURED AT CNw Coupler Nut „ _ '.'' +: HABITABLE ATTICS AND NOT INCLUDING THE CENTER OF TREADS&LANDINGS, G, ?° xx,;`. CD 5TL.COLUMN U + N CRAWL SPACES&UNINHABITABLE ATTICS.IN THERE SHALL BE A WALL SWITCH AT R Z4 TO REMAIN UN-FINISHED -1- EXIST. FOUNDATION t9 Z • DWELLINGS OR DWELLING UNITS WITH SPLIT EACH FLOOR LEVEL TO CONTROL THE i \• -- NOT TO BE USED FOR �` WALLS TO REMAIN N LEVELS&WITHOUT AN INTERVENING DOOR LIGHT SOURCE WHERE THE STAIRWAY HAS � •�;, r�t' --•� (TYPICAL) COOKING, EATING, AND 3G"MIN. DEPTH '50NO-TUBE' P.C. BETWEEN THEADJacENTLEVELs,AsytorE SIX OR MORE RISERS. ; 1'!;. ! r� ��c�� a'� 111110111111 (�P ) ALARM INSTALLED ON THE UPPER LEVEL LFI t 1w' 0 A EXIST. P.C. SLAB SLEEPING ACTIVITIES FOOTING-5EE FOUNDATION PLAN SHALL SUFFICE FOR THE ADJACENT LOWER R303.8EXTERIORSTAIRWAYILLtTMETNTATION sr;'•�� , , `c/f,/S� ��C��J�� FOR DIAMETER LEVEL PROVIDED THAT THE LOWER LEVEL IS EXTERIOR STAIRWAYS SHALL BE PROVIDED � ?:;,.•,, :• ,• D pRp MOTE: LESS THAN ONE FULL STORY BELOW THE WITH AN ARTIFICIAL LIGHT SOURCE s ti:•.:: =%:":;:L•' GENERAL CONTRACTOR IS TO FIELD VERIFY ALL SITE UPPER LEVEL, LOCATED AT THE TOP LANDING OF THE '':{: '• C °�' �� CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 4.SMOKE ALARMS SHALL BE INSTALLED NOT STAIRWAY,EXTERIOR STAIRWAYS D AWING TITLF,; ASND NOTIFY THE ENGINEER OF ANY DISCPEPANCIES PRIOR LESS THAN 3 FEET HORIZONTALLY FROM THE PROVIDING ACCESS TO A BASEMENT FROM L - J TO THE COMMENCEMENT OF WORK, DOOR OR OPENING OF A BATHROOM THAT THE OUTDOOR GRADE LEVEL SHALL BE TYPICAL:HOLLOW COLUMN UPLIFT PROPOSED SECOND CONTAINS A BATHTUB OR SHOWER UNLESS PROVIDED WITH AN ARTIFICIAL LIGHT B FOR HIGH WIND RESISTANCE CR055 5ECTION 'A-A- OSID INDICATES HARD WIRED, INTERCONNECTED SMOKE DETECTORS SMOKE ALARM REQ THIS WOULD RED BY PLACESECTIONR314.3 OF OF A THESTAIRWCE DATTHEBOTTOMLANDINGA_3 STMPSON•STU1/2 BEARING PLATEFLOOR & SECTION OCfM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR SCALE:4il = 1 1-011 GALAN I S RESIDENCE R1003.9 10HIMNIEYS SMALL EXTEENNDAN T LESS THAN ® GALANIS RESIDENCE a 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL BE 5 MADISON STREET _ NOT LESS THAN 3 FEET ABOVE THE GREENPORT,NEW YORK - HIGHEST POINT WHERE THE CHIMNEY SUFFOLK COUNTY v PASSES THROUGH THE ROOF SECTION: 33 BLOCK: 5 LOT: 21 _ OPTIONAL JURISDICTION:TOWN OF SOUTHOLD _ TOP of RIDGE(+27'-a") _ __ _ 'DOGHOUSE' PROVIDE CONTINUOUS RIDGE DORMERS VENT(TYPICAL) Of III Jill NEW YEAR ARCHITECTURAL 12 12_ THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS ASPHALAL T ROOF SHINGLE, COLOR 9 9 -- - \ PREPARED BY THE ENGINEER FOR THIS PROJECT ARE TO BE SELECTED BY OWNER INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY 12 12 WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF 'AZEK' RAKE BOARD TRIM (IYP.) 9ell 9 THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, TO BE SELECTED BY OWNER GIR20 CIR20 STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT, THE OWNER SHALL BE PERMITTED TO RETAIN ALUMINUM GUTTERS t W/KEY BLOCKS W/ KEY BLOCKS COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND LEADERS- CONNECT TO OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE DRYWELL PROJECT. THE ENGINEERS DRAWINGS, - TOP of 2ND FLOOR PLATE(+19'-1") SPECIFICvIENTS SHALL NOT BE USED BY THE OATIONS AND WNER OR OTHERS ONN OON THER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. TOP of WINDOW(+G'-8"A.F.F,) F- - SHUTTERS w NEW DOUBLE HUNG WINDOWSTO BE SELECTED O = BY'ANDERSEN'-SEE FLOOR - FTTI BY OWNER ® THOMAS D. REILLY P.E. o a) z PLANS FOR MODEL# 4 BEZEL LANE w NOTE; - SMITHTOWN,NY 11787 �?N U PROVIDE ICE t WATER SHIELD - _ _ LLLJ _j EXTENDING A MINIMUM OF 24" - - PHONE(631)724.7888 FROM THE INTERIOR FACE OF ALL WALL5(TYPICAL) EMAIL:TDRPE(a?TDRPE.COM N TOP of 2ND FLR. 5U13FLOOR(+10'-1") y` NOTES: _ TOP of 15T FLOOR PLATE (+8'-0") Ak TOP of WINDOW +6'-8"A.F,F,) - I- 4"CORNER BOARDJL 10 11 - - HORIZONTAL VINYL SIDING-COLOR t 71-1 FT11 STYLE TO BE SELECTED BY OWNER z � J NEW OVERHEAD GARAGE DOOR LL TO BE SELECTED BY OWNER - - - ' � - - - - - - - - - - - _ - - AZEK RAISED Oil TOP of EX. FIRST 5UBFLOOR (0'-0") _ _ PANEL BOARD i 1 r' EXISTING GRADE "• THIN STONE VENEER NEW ENTRY DOOR BY TO BE SELECTED BY 'THERMA-TRU'TO BE I I HOMEOWNER I SELECTED BY OWNER- - - - - - - - - - - - - - - - - - - - - - - - - - - I l I I I I I I I FC OP05ED ffRONT ELEVATION CLIENT APPROVALS : APPROVED$Y: DATE: A ISSUED FOR CLIENT REVIEW 6/26/2017 SCALE: I/411 = 1 1-011 & REVISED 2ND FLR.PLAN 6/30/2017 3 ISSUED FOR CLIENT REVIEW 7/10/2017 GENERAL EXTERIOR NOTES: A ISSUED FOR CLIENT REVIEW 7/11/2017 ° EXTERIOR FINISH TO BE VINYL 51DING U.C.N. ISSUED FOR BLDG.PERMIT 10/19/2017 • PROVIDE CONTINUOUS RIDGE �• - ALL EXTERIOR WINDOWS TO BE NIGH VENT(TYPICAL) PERFORMANCE WITH IN5ULATING GLA55 WITH ALL RELATED TRIM, AND MOULDING5 6 AND SCREENS. WINDOW HEAD HEIGHT TO 6--,5'1E 6'- '� A5 REQUIRED FOR A COMPLETE INSTALLATION TOP of RIDGE(+27'-QV") A.F.F. UNCES5 OTHERW15E NOTED -�-- - - - --- 8 GUTTERS AND LEADER5 NOT 5HOWN FOR PROVIDE CONTINUOU5 RIDGE VENT5 CLARITY. GUTTERS TO BE OF HIGH QUALITY, PROVIDE PROPER q NEW 30 YEAR ARCHITECTURAL COLOR AND STYLE A5 SELECTED BY OWNER. FLASHING AND COUNTER FLA5HING TO ASPHALT ROOF SHINGLE, COLOR GUTTERS TO BE 5ECURED WITH METAL STRAPS. ENSURE WATER TIGHT 511 THROUGHOUT TO BE SELECTED BY OWNER 5011 TO BE VINYL,; "BEAD BOARD 5TYLE" PROJECT PROVIDE ICE SHIELD FROM 1 WITH HIDDEN VENTS, ON CONTfN0005 WD BLOCKING SAVE TO 24"IN51DE THE FASCIA, RAKE BOARD, CORNER BOARD5 AND EXTERIOR WALL LINE(TYP,) WINDOW�DOOR TRIM TO BE 5/4"THI BOARDS, � 'AZEK'4"TRIM BOARD (TYP.) WITH ALUMINUM BRAKE METAL CLADDING OVER. ALUMINUM GUTTERS t COLOR TO BE SELECTED BY OWNER. LEADERS TOP of 2ND FLOOR PLATE (+19'-V) = TOP of WINDOW(+6'-8"A.F,F.) NOTE: ® REVISIONS & DRAWING ISSUE : z: PROVIDE ICE t WATER SHIELD EXTENDING A MINIMUM OF 24" ISSUED FOR BID 8/7/2017 FROM THE I NTEKIOR FACE OF 2 U ALL WALLS(TYPICAL) 3 024"CORNER BOARD a HORIZONTAL VINYL SIDING-COLOR t 12 4 N STYLE TO BE SELECTED BY OWNER 3 5 TOP of 2ND FLR. 5UBFLOOR(+10'-1_') HORIZONTAL � 6 1122 VINYL 51 DING•^ Al TOP of 15T FLOOR PLATE (+8'-011) 81 — 9 OIL TOP of WINDOW(+G'-8"A.F., 10"ROUND LOAD-BEARING = COLUMN BY'CHAD5WOKTH'OR EQUALOW.)(5000# CAPACITY w O c SHALL NOT PERMIT " COVERED cj I PASSAGE OF 4"0 Pal io Mu SPHERE OYP.)7 AL d ILL PROJECT TITLE: GALANIS RESIDENCE ENGINEER SEAL: 1, DATE: 6/13/2017 06 TOP of EX. FIRST 5UBFLOOR (0'-011) k'' SCALE: AS NOTED DRAWN BY: DANIEL G. N E CI�CKED BY: T.D.R.EXISTING GRADE Y. ,.. ,.�.`•. }, ..; : .:• ;•..,, :;.. 0� l T.D. DRAWING NO: I L ---- J L —=-- � I I I I Q q I l I I I o Z I I `� -o cr'. m m 1 o W 8312.1.3 GUARD OPENING LIMITATIONSr,` 4 3 5 I REQUIRED GUARDS SHALL NOT HAVE I FOP OPENINGS FROM THE WALKING SURFACE ROFESS%O TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4"IN DRAWING TITLE: DIAMETER 51DE ELEVATION PROPOSED FRONT & ISO O5 DRIGMT RIGHT SIDE ELEVATIONS SCALE: 411 = 1 1-011 COUNTY RD 48 GALANI S RESIDENCE o GALANIS RESIDENCE R1003.9 CHIMNEY TERMINATION: 5 MADISON STREET CHIMNEYS SHALL EXTEND NOT LESS THAN GREENPORT,NEW YORK 2 FEET HIGHER THAN ANY PORTION OF A SUFFOLK COUNTY BUILDING WITHIN 10 FEET,BUT SHALL BE _ SECTION:33 BLOCK:5 LOT:21 NOT LESS THAN 3 FEET ABOVE THE JURISDICTION:TOWN OF SOUTHOLD HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF _ TOP of RIDGE(+27'-CY2") _ __ _ PROVIDE CONTINUOUS RIDGE VENT(TYPICAL) _ _ FUNCTIONAL THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS LOUVRE PREPARED BY THE ENGINEER FOR THIS PROJECT ARE 12 12 INSTRL�NTS OF THE ENGINEERS SERVICE FOR USE SOLELY 9 12 12 WITII RESPECT TO THIS PROJECT AND UNLESS OTHERWISE NEW 30 YEAR ARCHITECTURAL 9 9 9 PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF ASPHALT ROOF SHINGLE, COLOR THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE TO BE SELECTED BY OWNER COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 'AZEK'4"TRIM BOARD(TYP.} OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN ALUMINUM GUTTERS CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ENGINEERS DRAWINGS, LEADERS SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED _ _ _ ____ _ BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS _ TOP of 2ND_FLOOR PLATE(+19'-1") TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. TOP of WINDOW(+G'-8"A.F.F,) w PROVIDE ICE>t WATER SHIELD o THOMAS D. REILLY P.E. o C9 EXPENDING A MINIMUM OF 24" 4 BEZEL LANE z FROM THE INTERIOR FACE OF �N v ALL WALLS(TYPICAL} FT PHONEO(63�'NY x.78887 02 4"CORNER BOARD `� LL HORIZONTAL VINYL SIDING-COLOR t EMAIL:TDRPE(a;TDRPE.COM STYLE TO BE SELECTED BY OWNER z _ TOP of 2ND FLR, 5UBFLOOR(+10'-I_') NOTES: HORIZONTAL HORIZONTAL VINYL SIDING-^ VINYL SIDING— TOP of 15T FLOOR PLATE(+8'-0') TOP of WINDOW(+G'-8"A.F.F.) = NEW DOUBLE HUNG WINDOWS BY'ANDERSEN' -SEE FLOOR Lu = PLAN5 FOR MODEL# Ju O V' _ z J_ W U 10'ROUND LOAD-BEARING �]T COLUMN 13Y'CHAD5WORTH'OK j OIL TOP of EX. FIRST SUBFLOOK (0'-0") EQUAL(TYP.)8000# CAPACITY EXISTING GRADE 7.; r..;. .`...'. . •..';.;... �.. .` t:.: .t . .`: ..r;j..: :,: ; L______��� I I I I ► I 1 ► -T I �- I I I L— J L_ J L— --j I— J - - - - - - � J �- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� CLIENT APPROVALS f�0 F O 5 E D REAR ELEVATION APPROVED BY: DATE: 1 ISSUED FOR CLIENT REVIEW 6/26/2017 2 REVISED 2ND FLR.PLAN 6/30/2017 SCALE: �I = -011 A ISSUED FOR CLIENT REVIEW 7/10/2017 GENERAL EXTERIOR NOTES: A ISSUED FOR CLIENT REVIEW 7/11/2017 PROVIDE CONTINUOUS RIDGE ALL EXTERIOR WINDOWS TO BE HIGH EXTERIOR FINISH TO BE VINYL SIDING U.O.N. 5 ISSUED FOR BLDG.PERMIT 10/19/2017 VENT(TYPICAL) PERFORMANCE WITH INSULATING GLA55 WITH ALL RELATED TRIM, AND MOULDINGS 6 _ TOP of RIDGE(+27'-�") _ __ AND SCREENS. WINDOW HEAD HEIGHT TO BE 0-61 AS REQUfRED POR A COMPLETE INSTALLATION - A.F.F. UNLESS OTHERWISE NOTED 7 GUTTERS AND LEADERS NOT SHOWN FOR PROVIDE CONTINUOUS RIDGE VENTS g NEW 30 YEAR ARCHITECTURAL LT.I CLARITY. GUTTERS TO BE OF HIGH QUALITY, PROVIDE PROPER ASPHALT ROOF SHINGLE, COLOR COLOR AND STYLE A5 SELECTED BY OWNER, FLASHING AND COUNTER FLA5HING TO 9 TO BE SELECTED BY OWNER GUTTERS TO BE SECURED WITH METAL 5TRAP5. ENSURE WATER TIGHT 5EAM5 THROUGHOUT SOFFITS TO BE VINYL,: "BEAD BOARD STYLE" PROJECT WITH HIDDEN VENTS,ON CONTINUOUS WD BLOCKING PROVIDE ICE SHIELD FROM 1 AZEK'4"TRIM BOARD (TYP.) FASCIA, RAKE BOARD, CORNER BOARDS AND SAVE TO 24"IN51DE THE WINDOW t DOOR TRIM TO BE 5/4"7HK. BOARDS, EXTERIOR WALL LINE(PYP.) ALUMINUM GUTTI=R5 t WITH ALUMINUM BRAKE METAL CLADDING OVER, 3 I EADERS COLOR TO BE SELECTED BY OWNER. TOP of 2ND FLOOR PLATE(+19'-1") -G" � TOP of UVINDOW(+(;'-8"A.F.F•) G HORIZONTAL VINYL SIDING-COLOR t o z 5TYLETOBE5ELECTED13YOWNER------..�_ REVISIONS & DRAWING ISSUE : z NOTE: PROVIDE ICE t WATER SHIELD 1 15STJED FOR BID 8/7/2017 �N EXTENDING A MINIMUM OF 24" 2 FROM THE INTERIOR FACE OF cu ALL WALLS(TYPICAL) 12 4 3� _ TOP of 2ND FLR. 5UBFLOOR(+10'-1 ') 5 HORIZONTAL 12 6 TOP of 15T FLOOR PLATE (+8'-C") VINYL SIDING— TOP of WINDOW(+G'-8"A.F.F,) = 10"ROUND LOAD-BEARING 9 LuLD COLUMN BY'CHAD5WOKTH'OR -rCOVERED PORCH ^ = EQUAL0YP.)8000#CAPACITY En Al O GUARD AS PER I.R.C. U -8.312 J I VIE LL U719 PROJECT TITLE: GALANIS RESIDENCE TOP of EX.FIRST SUBFLOOR ENGINEER SEAL: DATE: 6/13/2017 SCALE: AS NOTED ::.• :'i.:• :',•: :.;•: :...'•, EXISTING GRADE DRAWN BY: DANIEL G. R312.1.3 GUARD OPENING LIMITATIONS 1 1 . 2 1 1 I I I= ? `1�V� = cllrcliED BY:T.D.R. REQUIRED GUARDS SHALL NOT HAVE I I _ I I I I I I DRAWING No: OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HF,IGHT THAT F— co m "' Q I— — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ALLOW PASSAGE OF A SPHERE 4"IN t3 DIAMETER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - � �' 043 O� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DPROFESS� NG TITLE. P 1�0I05fD L 51DE ELEVATION D PROPO SED REAR & SCALE: 44 11 :— ! 1-011 LEFT SIDE ELEVATIONS � GALANI S RESIDENCE • GALANIS RESIDENCE• 5 MADISON STREET GREENPORT,NEW YORK SUFFOLK COUNTY SECTION: 33 BLOCK: 5 LOT: 21 JURISDICTION:TOWN OF SOUTHOLD ALLOWABLE HOLES - TJi® Joists Load bearing or shear wall above (must stack over wall below when THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEER FOR THIS PROJECT ARE No field cut See Table A See Table B 1�"hole may be cut Plate nail - 16d (3Y2") box Trus Joist INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY hotel In anywhere in web out- „ * resent Attach reinforcement to WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE hatched See Table A See Table B Y at 16on-center p ) PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF zones side hatched zone DO NOT rim board joist with one 8d (21/") cut or notch flange. ANDSHALL Q " Floor panel nail - 8d (2/'I) Blocking pane! SUT OCUMENTS HER RESERV E RJGHT L COM DING TH, common nail at each STATUTORY AND OTHER RESERVED RIGHTS INCLUDING TIIE COPYRIGHT. TIM OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS 6�76- 6 common at 6" On-center* corner OTHER DOCUMENT FOR OR INFORMATION AND REFERENCEN' Beveled web stiffener L l 2 x t j D 1 LZ 2 X L 2 O2 CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE each side of TJI® •joist PROJECT. THE ENGINEERS DRAWINGS, 6" minimum minimum 6° 6° tt 1 tt J " 3 " SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED (applies to all holes 1 or 1/4 web 12 length of /4 BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS reinforcement on TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. except knockouts) Do not cut holes larger Trus Jaisfi Table A - End Support than!6"In cantilever DO NOT • . End of joists TJI® joist flan a must bear one side at E5, cut holes in cantilever rim board g Minimum distance from edge of hole to inside face of nearest end support reinforcement. at centerline fully on plate. Birdsmouth cut both sides at E6 DEPTH ® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Toe nail - 10d (3") box of support must not overhang inside face TJI 2" 3" 4" 6%" 1 8%.1. 11" 13" 2" 3" 4" 6Y2' 1 8%" 11" 1 13" at 6" on-center* of plate. o THOMAS D. REILLY P.E. o 110 T-0" 1'-6" 740" 5'-0" T-0" V-6" 2'-6" 4'-6" 9�2, 210 T.0" 1'-6" 2'-7 6-0" 1'-0" 2'-0" 2'-6" 5'-0" Remove tongue and groove f rom 4 BEZEL LANE 230 1'-0 2'-0" 2'-6" 5'-6" 1'-0" Z-0" 3•-0" 5'-0" BC BIRDSMOUTH CUT allowed Less than 5" SMITHTOWN,NY 11787 360 1'-6" 2'-0" 3'-0" 6-a' V-6" T-6" 3'-6" 6-6" floor panel edges supported by B4 PHONE(631)724.7888 110 1'-0" V-0" 1'-9' 2'-6" 64)" 1'-0"I 1'-0" V-6" 4'-0" 6-0" 1" a-Rime to ensure quality at low end of joist only E5 E6 EMAIL:TDRPE0a?TDRPE.COM 210 V-0" Vwg' 1'-0" 2'-6" 6-6,` 1'-0" V-9 2'-0" 5'-0" 6-6" 230 V-0" 1'-0" 1'-a' 3%0" 6-or' T-0" V-0" 2'-0" 5'-6" T-0" nailing, 360 1'-0" V-9' 1'-6" 4'-6" T-0r" V,0" 1'-0" 2'-6" 6'-6" T-6" Conventional construction code 560 V-0" l'-0" 1'-6" 5'-0" 8-0' 1'4" 2'-0" 3'-6" T-0" 8'-0" minimum for use with A3 only. See NOTES: 110 1'-0" ,'-0" 1'-0" 1'-0" 2'.6i• 5'-0" 1'4' 1'-0" 1'-0" 3'-6" 6-0" 8'-0" Trus Joist Framer's Pocket Guide for 210 V-0" V-a' 1'-a' 1'-0" 3'-or 6-9' 1'-0" 1'4" V-0" 4'-a' 6'-6" 8'-6' A3 A3.1 A3,2 A3,3 Nail Trus Joist rim Attach reinforcement to 14" 230 11-0" 1'-0" 1'-0" 1'-6" 3'4" 6-6" l'-0" V-0" l'-V. 4'-0" 7'-0"1 9'-0" A3. r-A3.3 installation specifications. Web stiffeners „ board to blockingwith joist with one 8d 2%" 360 1'-a' V-0" 1'-a' 2-6" 6-6Y' 8'-0" V-0" 1'-0" 1'-0" 5'-6" 8'-0" 9'-6" 8 diameter maximum hole for j ( 2 ) required each connections equivalent common nail at each 560 1'-0" 1'-0" 1'-0" 2'-6" S.Or' 9'-0" 1'-0" 1'-0" 1'-6" 6'-6" 9'-0" 10'-0" 4 7 n u 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" V-0" 1'-0" 1'-0" 2'-6" 6'-6" 8'-0" 10'-6" side at E1W 11/g - 20 deep blocking panels; q 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 2'Cy, 4'-0" 6's" 1'-0" 1'-0" 1'-0" 3'-0" 7'-0" 9'-0" 11'0" 6" diameter maximum for to decking schedule corner 360 1'-0" V-0" 1'-0 1'-0" 3'-OY' 6-0" 9'0 1'-0" 1'-0" 1'-0" 4'-0" 1 It 560 1'-0" 1'-0" 1'-0" ,r_W 3'-0I" 6'-6" 10-0 1'-0" 1'-0" 1'-0 5'-a' 10-0 11'-0" 12'0" blocking panels 9/ deep or shorter than 12" ion Blocking panel between each 4" 6" 8" 10" 12" 15' 17" 4" 6" 8'• 10" 12" 15" 17'• g' joist. Nail to top plate with 360 1'-0" 1'-0" 1'-0" 2'-0•' 54�Y 10'-0" V-0" V-0" 5'-0" 10'-0" 11'-0" 13'-6" Do not cut flanges, 18" nnections equivalent to 560 1'-0" 1'-0" T.U.1'-0" 1'-0" 5'-01" 11'-0" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-6" 2x Stud 20" 360 1'-0" 1'-0" 11-0" V-9- 2'-0Y' 7'-0" 10'-6" V-0" 1'-a' 2'-6" 6-0" 11'-6" 14'0" 15'6 — II 1`It Load from above decking schedule, 660 1'-a' 1'-0" V-0' V-0" V-0Y' 7'-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6 12'6' 14'6" 15'-6" wall at 16 Plate nail - 16d (3 2 ) box ' Table B - Intermediate or Cantilever Support on-center at 12" on-center 12" length of %4" Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 1 „ Trus Joist rim reinforcement on ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Floor panel nail - 8d (2/ ) i '� one side at ET DEPTH TJt® common at 6" on-center board , 2" 3" 4" 6y" 8%"' 11" 13" 2'• 3" 4" 6%Z" 6%$' 11" 13" both sides at E8 110 V-6" 2'4" 3'-0" 7'-6" V-6" 2'-6" 3'-6" 6'-6" 9YZ, 210 2'-0" 2'-0" 3'-6" 7-6" 2'-0" 3'-0" W-C" 7'-0" 1/4" Trus Joist 230 2'-6" 3'-0" 4'-0" 8'-0" 2'-6" T-0" 4'-6" 7'-6" 360 3'-a' 4'-0" 5'-6" 9'-0" V-0" 4'-6" 5'-6" 8'-0" rim board Ei E11N Less than 5" 110 1'-0" 1%(Y' 1'-6" 4%0" 8'-D" 1'-0" 6 V- " 2'-6 6'-6" g-0" 210 1'-0"I 1'-0" 2'-0" 4'-6" 9'-a' 1'-9' Z-0" 3'-0" 7'-6" 10'-0" 2x4 minimum 11%$' 230 1'-0" 2'-0" 2'-6" 6-0" 9'-6" V-0" 2'-6" 3'-6" 8'-0" 19-0" E7 E8 360 2'-0" Y-0" 4'-0" 7'-0" 11'-0Y' 2'-0" 3'-6" 5'-0" 9'-6" 11'-0" 12„ Toe nail - 10d (3") box squash blocks 560 1'-6" 3'-0" 4'-6" 8'0 12,-0Y' 3'-0" 4'-6" 6'-0" 10'-6" 12'-0" „ 110 V-0" l'-0" 1'-0" 2'-0" 4'-6" 8%0" 1'-0" 1'-0" 1'-0" 6-0" 9'-0" 12'-0" at b on-center CLIENT APPROVALS 210 V-0" 1'-0" V-0" 2'-6" 644 9'-0" 1'4a' V-0" 2'-0" 6'-0" 10'-0" 12'-6" min' Use 20 minimums squash blocks APPROVED BY: DATE: 14" 230 V-0" 1'-0" T-0" 3-0" 6-6" 10'-0" 1'-0" 1'-0" 2'-6" 6-0" 19-6" 13•-0" CS to transfer load around TJI® Nail through 2x , wood backer and ISSUED FOR CLIENT REVIEW 6/26/2017 360 ,'-0" 1'-0" 2'-0" 5'-s" 8'-6" 12'-6" 1'-Ir' 2'-0" 4'-0" 9'-0" 12'4" 14'-0" TJI® Dist web with 2 rows 10d 560 1'-0" V.0" 1'-6" 5'-6" 9'-C" 13'-6" 1'-0" V-0" 5'-0" 10'0" 13'-6" 15'-0" COjg fi j 2 REVISED 2ND FLR PLAN 6/30/2017 210 1'-0" 1'-0" 1'-0" V_a,1&4all"l '-6" 9,-6,• V-U' V-0" V-0" 4'-6" 9-6" 12'-6" 15•-6„ Boundary nailing - ,l1 „ 4'-0" length of 8" diameter maximum hale for (3") common nails at 6" 3 ISSUED FOR CLIENT REVIEW 7/10/2017 16„ 230 1'-0" ,'.0" 1'-0" 1'-6" '-6" 10'x" 1'.0" ,'-0" 1'-0" 5'-0 ,0-613'-0" 15-0" $d (2/ ) common Install proper blocking to %" rein orcement Blockingiso 1'-0" 1'0 1'-0 3'-0 '-0" 13'-6 1'-0" 1'-0" 2'-0" T-6" 13-0 14'-6" 1T o u * 4 f 7 n u On-center, clinched. Use 4 ISSUED FOR CLIENT REVIEW 7/11/2017 560 1'-0" 1'0 1'-0" 2'6" 1'-0" 15'-0" 1-a' ,'-0" 3'-5' 9'-0' 1a'-6" 16'-0" 18 0" at 4 on-center support all panel edges 11/ - 16 deep blocking panels; anel 16d (3%") nails with on one side at E21 „ p 5 ISSUED FOR BLDG.PERMIT 10/19/2017 both sides at E3 6 diameter maximum for 4" 6" 8" 10" 12"' 15" 17" 4" 6" 8" 10" 12" 15" 17" 1 �� *See Trus Joist Framer's Pocket Guide g p 12� p 3/z TJI joist 6 18" 360 1'-0' 1'-0" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 4'4" 9'-0" 14'-6" 15-6" 19'-6" A3,4 blocking panels 9/ dee Or 560 1'-0" 1'-0" 7-9' 644 10'-(Y' 16-6" 1'-0" 6'-0" 11'-6" 16'-6" 18'-0" 20-0" for additional installations ecifications, shorter than 12" Fong. f lange widths, 20" 360 1'-0" V-9- 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" V-0" 1-6" 7'-0" 12'-6" 16'-5' 19'-0" 21'-0" p Load bearingor shear wall above , 560 1'-0" 1'o" 1'-0" 1'-6" 5'-5' 12'-0" 16'-0" 1'-0" 3'-0" 8'-6" 14'-0" 1- s 19 6" 20'-6" Do not cut f langes. j 8 Rectangular holes based on measurement of longest side. (must stack Over Wall below) 9 • Holes may be located vertically anywhere withiin the web. Leave) "of web(minimum)at top and bottom of hole. Trus Joist . • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. rim board �� Blocking I • For simple span(5 minimum)uniformly loadedg p joists meeting the requirements of current Trus Joist product guides, one maximum � '� ,� size round hole may be located at the center of the joist span provided no other holes occur in the joist. Wood 2x4 minimum Attach reinforcement backer • Distances are based on the maximum uniform loads shown in current Trus Joist product guides. For other load conditions or hole to joist with 8d (2%") ��5 '(�� 5�� configurations contact your Trus Joist representative. squash blocks „ It ��` Q,'C G0� spa 0 common nails at b on- p � `� � ALLOWABLE HOLES Beams and Headers r.- Z \� center. When reinforcing F1 2x diameter of the largest hole(minimum) 1 Face grain p� both sides, stagger nails. depth 1 11N ._.. � �6 horizontal o O Allowed hole zone E2 E3 O 3 p O O C _ _ � o 0 o depth Cut only round holes and Web stiffeners REVISIONS & DRAWING ISSUE : t only in the center ofbeam. required each side Y3 span Allowed hole zone y span ROUND HOLE CHART at B1W and B2W ISSUED FOR BID s/7/2o17 BEAM DEPTH MAXIMUM SIDE ND TJI® rim joist 2 2 B2W 3 3 �� • For uniformly loaded beams only. 4% 13/4" 4 • Rectangular holes are not allowed. 7Y45t 20 1A2 Must have 13/4" minimum joist j • No holes in cantilevers. See illustration for Allowed Hole Zone bearing at ends 6 • No holes in headers or beams in plank orientation. 6'-0" length of TJI® $" diameter maximum hole for INTERMEDIATE! BEARING joist reinforcement 117/" - 16" deep blocking panels; BEARING AT WALL NO LOAD BEARING WALL ABOVE and filler block. Use 6" diameter maximum for 9 W A 4'-0" length with 9 z" blocking panels 9%" deep or Trus Joist rim board each side Joists are unstable until braced laterally Web stiffeners ers requlrerequiredand 117/8' TJI® joists. shorter than 12" long. or blocking for lateral Bracing Includes: de at t B3W Blocking panels Do not cut flan es. support • Blocking • Sheathing Blocking may be required with • Hangers • Rim Board DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building panel shear walls above or Trus Joist to walk on joists materials on unsheathed below-see detail BI rim board PROJECT TITLE: GALANIS RESIDENCE until braced joists. Stack only over �i Attach reinforcement � ENGINEER SEAL: �� DATE: 6/13/20I7 INJURY MAY RESULT. beams or walls. �i SCALE: AS NOTED WARNING NOTES: to joist web with 3 Lack of concern for proper bracing during construction can result in serious accidents. rows 10d (3") common DRAWN BY: DANIEL G. Under normal conditions if the following guidelines are observed, accidents will be avoided. i �{O R CHIiCKED BY:T.D.R. 1 .- nai Is at 6" on-center, ��ti� ,+ b DRAWING NO: 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI8 joists must be completely installed and properly nailed. clinched. Use 2 rowsaZ'O �2 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be accomplished Poral lam® PSL or .� 1 ° 7 11 �... z by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. with 9/ and 11/ Timber5trande L5L � 3.Safety bracing lines of 1x4(minimum;)must be nailed to a braced end wall or sheathed area as In note 2 and to each joist.Without this �'((� ® t- .�.;i��1'y3; �'; h TJI ``oasts. �1 Column o bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. 4 J `n�' � :��.`�r=�: hc" 4.Sheathing must be totally attached toy each TJI®joist before additional loads can be placed on the system. 5.Ends of cantilevers require safety braking on both the top and bottom flanges. g w it / D 5� T- t 6.The flanges must remain straight within a tolerance ofY2"from true alignment. A B3"' E`t Not for use with 3� " TJI® joist flange widths `CENSE PRoFF. /z l g � DOAWING TITLE: TJI DETAILS & SPECIFICATIONS GALANI S RESIDENCE Filler block: Attach with ten 10d 3 box e GALANIS RESIDENCE Filler block: Attach with ten ( ��) Backer block: Install 10d (3") box nails, clinched, nails, clinched. Use 5 MADISON STREET Use ten 16d (312") box nails ten 16d (312") box tight to bottom flange Double joist GREENPORT,NEW YORK (tight to top f lange with may be required LSTA18 (Simpson or USP) strap SUFFOLK COUNTY Web stiffeners required from each side with 312" nails from each side to f Ian a hangers). Y q SECTION:33 BLOCK: 5 LOT:21 when L exceeds Ct with twelve 10d x 12 nails JURISDICTION:TOWN OF SOUTHOLD q TJI®joist f longe widths. Use LSTA24 (Simpson or USP strap with p 9 9 L Wall i " if sides of hanger do not ® • twelve 10d x % nails required at H55 for�TJI®joists with Atfiach with ten lOd (3") • i i g fifteen nails with TJI joist Backer block: Instal! Bearing plate. q 312 flange widths. joist spacing laterally support at least depths greater than 16". Flush late with inside with slopes greater than 3" per foot g box nails, clinched when L %" of TJI®joist top p g tight to top flange P possible. face of wall or beam THE DRAWINGS,SFECIFICATIONS AND OTHER DOCUMENTS f Ian a (tight to bottom flange PREPARED BY THE ENGINEER FOR THIS PROJECT ARE g Blocking INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY with face mount L5TA18 strap required at WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE • as required PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF hangers}. Attach with H65 with slopes greater / Stra nails: THESE DOCUMENTS AND SIIALL RETAIN ALL COMMON LAW, �! �� // Leave 2/" STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE ten 10d (3") box nails, than 3 per foot // / 13 COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 11 Top flange / minimum end COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND Strap nails• OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN clinched when possible, 2x_overhang. CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE 9 distance hanger Leave 2/g' Stra nails: Notch around PROJECT. THE ENGINEERS DRAWINGS, SPECIFICATIONS AND OTFIER DOCUMENTS SHALL NOT BE USED Face mount Backer block minimum end Leave 2/8' minimum End wall TJI® joist top 05 - beveled bearing BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR hanger both sides of distance end distance f longe, plate when slope OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. web with single Variable slope joist Variable slope joist 0 R14 exceeds%4" per foot TJI® joist NS H5 hanger. Verify capacityH6 N6 hanger. Verify capacity N1 W2 H3 5 and depth limitations. 5 and depth !Imitations. ® THOMAS D. REILLY P.E. 4 BEZEL LANE SMITHTOWN,NY 11787 PHONE(631)724.7888 EMAIL:TDRPE0TDRPE.COM WEB STIFFENER ATTACHMENT NOTES: CONNECTION OF MULTIPLE PIECES �a ; OF TOP-LOADED BEAMS 0) EXTERIOR DECK ATTACHMENT /Y8" minimum BEARING FOR DOOR BEAM TO BEAM BEARING AT BEARING AT Structural exterior 2%4" maximum 9 OR WINDOW HEADER CONNECTION CONCRETE WALL COLUMN 1%4" Width Pieces: sheathing 1Y211� * Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c. Three Sd (2Y2") box nails, Flashing Strap per code if top clinched ® Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c. (Three 16d (3Y2") box nails at olate is not continuous for 14" and deeper beams Treated 2x_ ver header � Verify Par®Ilam PSL or ® If using 12d (3%4') or larger nails, the number ledger 1/„ � 312" TJI®joist flange widths) Timber5trand LSL column capacity and beam of nailing rows may be reduced by one. Web stiffener each side. bearinglength. See fastener Trus Joist g 3Y2" Width Pieces: table below. Maintain rim board See sizes below. See current . 2 distance (minimum) from Tight f+t Trus Joist a Minimum of 2 rows 12" bolts at edge of ledger to fastener. Top flange literature. 24" o.c. staggered W Web Stiffener Size W Web Stiffener Size Allowable Load /Factored Resistance (lbs) i 11 i 11 5 1� 5 �� 7 �� 5 �� hanger (1)Load must be applied evenly across entire Fastener 12 2 X 2 16 minimum 226 /g x 226 minimum Face 0mount 1/4 rim board 1 e-Rim beam width. Otherwise, use connections for side-loadled beams. 3/$" lag bolt 400/630 N.A. /N.A. 13 �� 5 II 5 �� 1 �� n 5 hanger Additional nailing or bolting may be %2" lag bolt 475/750 325 l N.A. /4 X 2/6 minimum 22 1 x 226" minimum L2 L3 L4 L5 L6 required with side-loaded multiple-member LA i " 13/4" 5 " i "See current Trus Joist Protect untreated wood from • Allowable load determined in accordance with AC 124. W226 X 2�6 minimum 32 2X4 literature for framing connectors direct contact with concrete beams. Refer to current product literature. • Corrosion-resistant fasteners required for wet-service applications. CLIENT APPROVALS APPROVED BY: DATE: 1 ISSUED FOR CLIENT REVIEW 6/26/2017 Option #1: A REVISED 2ND FLR.PLAN 6/30/2017 Apply subfloor TJI® Joist b 3 ISSUED FOR CLIENT REVIEW 7/10/2017locking with end 4 ISSUED FOR CLIENT REVIEW 7/11/2017 adhesive to all blocks installed at 3 joist V-cut shear blocking- A ISSUED FOR BLDG.PERMIT 10/19/2017 AI LI NG RG I R EIN"Tcontact surfaces spanlocations using Shear blocking- Trus Joist rim Trus Joist rim board 6 [� ELEVATED SQo1 two 8d (2%2') board or TJI0 joist Beveled web stiffeners 7 1 1 „ , o�5'c box nails or V-cut shear blocking- TJI®joists at bearings: Two 8d (2/2 ) box nails (1 each side), 1/2 BEAM ON COLUMN BASE COLUMN BASE 1�3, , o'�• 23" screws, on both sides. Cut to minimum from end. COLUMN CAP �' screws, Trus Joist rim board I match roof slope. 9 Optional typical Blocking panels, rim joist or rim board to bearing plate: non-shrink Opt_ion#'2: TJi® blocking panels or rim joist: 10d (37) box nails at 6" o.c. grout 2xstrapping installed at Beveled bearing Variable slope Trus Joist rim board: Toenail with 10d (3"') box nails at 6" o.c. or 3 joist span locations plate required seat connector 16d (3%2') box nails at 12" o.c. 1 when slope ' using two 22 screws per p Shear transfer. Connections equivalent to decking nail schedule. g q 9 :: +::,:�.; ".,, ;� :s ;::.:�::: ;:;:�;;,;:: Option #3: 'Dist exceeds%4�� per , \ directly appliecrceiling foot 2 '� �� 2x4 block for Rim board, rim joist or closure to T.1110 'off ist: i i ,fio��� soffit support 13/4" width or less: Two 10d (3") box nails, one each at top and When specified on the layout, / adjacent span ad jacent span bottom flange. Pl P2 P3 pg� one or more of the three bracing R1 maximum R3 maximum RS BiRDSMOUTH CUT allowed 23s"thru 2%2" widths: Two 16d (3%2') box nails, one each at top and options shown must be installed at low end of joist only REVISIONS & DRAWING ISSUE bottom flange. 1 ISSUED FOR BID 8/7/2017 3%2"width: Toenail joist to rim joist with one 10d (3") box nail each 2 side of joist top flange. 4 2x4 minimum squash blocks: Two 10d (3") box nails, one each 5 at to and bottom flange. 6 p g INTERMEDIATE BEARING Blocking panels or shear blocking 2x4 one side, Use 2x4 both sides if 2x4 one side. Use 2x4 s may be specified for joist stability 2x4 one side. Use 2x6 if joist spacing is greater than 24" 9 at intermediate supports both sides if joist spacing Trus Joist rim board for shear Trus Joist rim board for shear pp is greater than 24" joist spacing a greater on-center. Attach with 2 rows 8d blocking (between joists). Field blocking (between joists). Field Web stiffeners �� on-center. O J,�. than 24" on-center. O J� (212") box nails at 8" on-center. Ix trim to match joist depth at trim to match joist depth at required each Twist d backer V-cut shear blocking- ,��� V-cut shear blocking- ,��� Shear blocking- Trus Joist Al outer edge of wall or locate on outer edge of wall or locate on side at R7W w st strap an ac /Trus Joist rim board Trus Joist rim board rim board or TJI®joist wall to match joist depth. wall to match joist depth. block required at R75 Y3 1 1 i i i with slopes greater Filler /� PROJECT TITLE: GALANIS RESIDENCE 3 p than 3" per foot i U 10d (3") box ENGINEER SEAL: DATE: 6/13/2017 2 rows 8d (22 } box nails at 8" Halls at pO11 SCALE: AS NOTED I I /1 1 on-center 2 I I 2 on-center K DRAWN BY: DANIEL G. Beveled bearing Beveled 2x4 block ,,o� . ,® � CHECKED BY: T.D.R. Beveled •l i I I i / �{ ` �/� DRAWING NO: 2 plate required Beveled 2x4 block with 2x4 block J when sloe , ,0 beveled web stiffener on yA exceedsY4" per 2 •� opposite side o web Beveled i � � i Maximum allowable V-cut Maximum allowable V-cut 4 p o�� pP f a,�,�` Beveled web stiffeners o �� benrin late r ",.y CO foot '�` '�` on both sides '� g p �.�N `""7; �° co -�2 required when slope . `� 1 �� R7 R7 BIRDSMOUTH CUT allowedBiRDSMOUTH CUT allowed exceeds%4' per foot QCENSE�Q sg SHEAR BLOCKING and VENTILATION Sg SHEAR BLOCKING and VENTILATION HOLES...Roof Only HOLES...Roof Only R7 y�/ 5 R8 at low end of joist only R9 at low end of joist only R10 DRAWING TITLE: TJI DETAILS CONTINUED GALANI S RESIDENCE o GALANIS RESIDENCE* r � 5 MADISON STREET GREENPORT,NEW YORK ' 0 15 T_ COD_`7"" AIR SEALING D ' SUFFOLK COUNTY TAILS SECTION: 33 BLOCK:5 LOT: 21 JURISDICTION:TOWN OF SOUTHOLD Ni 10 1.14(R401.3)MANDATORY:(APPLICABLE) NI 103.3.2(8403.3.2)SEALING A PERMANENTCERTIFICATE SHALL BE COMPLETED (MANDATORY):(APPLICABLE) THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS Attic scuttle BY THE BUILDER OR REGISTERED DESIGN DUCTS AIR HANDLERS&FILTER BOXES SHALL BE PREPARED BY THE ._r,.--r.-} • SEALED.JOINTS&SEAMS SHALL COMPLY WITH THE INSTRUMENTS OF THE ENGINEERS INE RS SERVICE FOR ARE E SOLELY _ - Fan vrnteti thlinh Sea'I yf isand PROFESSIONAL AND POSTED ON WALL IN THE exterior Vail sea+r:d bath v-nt tans I^sufatlon C<?ms SPACE WHERE THE FURNACE IS LOCATED,A 2015 INTERNATIONAL MECHANICAL CODE OR WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE Air C �(, points ) �S }` _ PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF sealing V 1!• ' l V at pr ,wrat,on A•,! UTILITY ROOM OR AN APPROVED LOCATION INSIDE SECTION M1601.4.1 OF THIS CODE,AS APPLICABLE. THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, to crlLnl�drys � E;�rwcnt I;,cs�.f,N r IrsAallnn trCmH. upand THE BUILDING.WHERE LOCATED ON AN STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE 1. Platy and wall nr nMratic;ns by pl,lmbing ar.d electricalfa,l ng th•ougl) out of it e n-J';hr a-; w's ELECTRICAL PANEL,THE CERTIFICATE SHALL NOT EXCEPTION: COPYRIGHT THE OWNER SHALL BE PERMITTED TO RETAINCOVER OR OBSTRUCT THE VISIBILITY OF THE 1.AIR-IMPERMEABLE SPRAY FOAM PRODUCTS COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND ac rr'`'s 2. Tublshower an outside cr attic Neat! '' f F=ryld mSc,^nt on CIRCUIT DIRECTORY LABEL,SERVICE DISCONNECT SHALL BE PERMITTED TO BE APPLIED WITHOUT OTHER DOCUMENTS FOR INFORMATION AND REFERENCE INCONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE I ADDITIONAL JOINT SEALS. 3. V'•Jinclo'�,'and door rouy`t openings Window rough opening Attic knee-walls I s p;J;batt LABEL OR OTHER REQUIRED LABELS.THE PROJECT. THE ENGINEERS DRAWINGS, 4. Airtight, IC-rated recessed lights and electrical fixtures r CERTIFICATE SHALL LIST THE PREDOMINANT 2.FOR DUCTS HAVING A STATIC PRESSURE SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED r ) ( r, R-VALUES OF INSULATION INSTALLED IN OR ON CLASSIFICATION OF LESS THAN 2 INCUS OF WATER BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS eX Osed t0 attic I i TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR P Sr,il s rh ht IC toted l/ / CEILING/ROOF,WALLS,FOUNDATION&DUCTS COLUMN(500Pa),ADDITIONAL CLOSURE SYSTEMS 5. Exte iorv<tilexllaustfantcrminatinrs g . / I( , I? �1j� I `: OUTSIDE CONDITIONED SPACES U-FACTORS FOR SHALL NOT BE REQUIRED FOR CONTINUOUSLY oTHERSwITIIouTwRrrTENcorISENTFROMENGNEER. recessed by It fixture:, u`i._• ; 6. Ce1ing MOuntPd bath tans. speakers, etc to d,ywaN - :;i...- - I I'' - FENESTRATION AND THE SOLAR HEAT GAIN WELDED JOINTS AND SEAMS,AND LOCKING-TYPE _ _ _ t •- Ganik an iSral COEFFICIENT(SHGC)OF FENESTRATION,AND THE 7. Bottom plate and top plate ( JOINTS AND SEAMS OF OTHER THAN THE S. Seams between rigid exterior Sheathing roug!t op'-ring - g P t -, , i i I' � � � �,E,onl RESULTS FROM ANY REQUIRED DUCT SYSTEM AND SNAP-LOCK&BUTTON-LOCK TYPES. Imt.ufa e a^c,,a l..to 1 ' <},, • BUILDING ENVELOPE AIR LEAKAGE TESTING DONE r i ` Tr'r �' 0 Band area behveen floors. cond6onod space and attic sheet material � ttEl:.ket ON THE BUILDING.WHERE THERE IS MORE THAN NI 102.2.3(8402.2.3)EAVE BAFFLE: O THOMAS D. REILLY P.E. O 10. Garden tub cn exterior v:all br-hind h,3th ub ; .' n ONE VALUE FOR EACH COMPONENT,THE FORAIR-PERMEABLE INSULATION IN VENTED ` ` ` CERTIFICATE SHALL LIST THE VALUE COVERING ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT 11. Mechanical equipment and durt�mrk charts iin 4 BEZEL LANE attics, craw!spaces In,i0n'ed rxtr err'::I! ! THE LARGEST AREA.THE CERTIFICATE SHALL LIST TO SOFFIT AND EAVE VENTS.BAFFLES SHALL Sea!Flurnbmg j ' p THE TYPES AND EFFICIENCIES OF HEATING, Q 12. Ctics, !crawlspace electrical boxes Sea!pl rr:na i + YY Attic pull-down stairs MAINTAIN ANOPENING E UAL OR GREATER TITAN SMITHTOWN NY 11787 THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND 13. Celiny?crawlspacc HVAC boot:, R.g.-i.r,ulaanrl box tor-,c!Id for pt.lp dov;n attic COOLING AND SERVICE WATER HEATING PHONE(631)724.7888 •-''�� ! ; � } EQIDPMENT,WITERE A GAS-FIRED UNVENTED ROOM OVER THE TOP OF THE ATTIC INSULATION.THE EMAIL:TDRPE�TDRPE.COM 1.1. Shores r and tub drain line Ir,r;:,l,=tion Ittr I ,ptvwr r•t (;:r,, t ox; up HEATER,ELECTRIC FURNACE,OR BASEBOARD BAFFLE SHALL BE PERMITTED TO BE ANY SOLID 15. Frye lace inserts 4"J nrfnw A Wo:7thor•ctrip corn !o.J:,e•ilu to ,;'at oil linin) a-L!uut o't'FJ1'rery for ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, MATERIAL. p R 7'^i I tsu';rtir'i opo ang rand to"i^r thrnu t">cces I a rr=s THE CERTIFICATE SHALL LIST"GAS-FIRED 16 Att c kner'wa'I doors sealed ttresho d „ N1102.2.4(R402.2.4)ACCESS HATCHES&DOORS in•o mugh ! 1 UNVENTED ROOM HEATER', ELECTRIC FURNACE NOTES: 17. Joist cavities under attic knPeaalls ! OR"BASEBOARD ELECTRIC HEATER"AS ACCESS DOORS FROM CONDITIONED SPACES TO °F011nq� / UNCONDITIONED SPACES SUCH AS ATTICS AND 18. Transition between ceihny heights us r 7 � I � APPROPRIATE.AN EFFICIENCY SHALL NOT BE CRAWL SPACES SHALL BE WEATHERSTT2IPPEDAND (e.g.. 10't0 8) brtC�.c rod LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, INSULATED TO A LEVEL EQUIVALENT TO THE ;' r t ELECTRIC FURNACES OR ELECTRIC BASEBOARD 19. Attic scuttle hole f weatherstripping HEATERS. INSULATION ON THE SURROUNDING SURFACES. 20 Att:c pulkdov.r stairs Ladirr `___;� ' , JAC,;c•s,du t:ir b:Jrtier :i,'. i u ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT 21. Wall penetrations of mechanical combustion T�+�" ' � _. ��... - r_,:-..;,�.# G•rcom.me•-r!rd}---OHB. Vii' ,.�' THAT PREVENTS DAMAGING OR COMPRESSING THE closets ... ,. i -� N1 103.1(R403.1)CONTROLS-MANDATORY(APPLICABLE INSULATION.A WOOD-FRAMED OREQUIVALENT tJ e bac�.r r.;tl c spy, !tam r.. :'r.pr a!o',: r, _ .+F ii `'• `'r'a 9'i' AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR N•t ', b.. ` ' %f N oust:;r1� r,r., hrhar pr cramp BAFFLE OR RETAINER IS REQUIRED TO BE 22. Thresholds at mochanical `:I g iss hr xr�n w'ndr r: rnr ane - `mss/ :nci rol.r h EACH SEPARATE HEATING AND COOLING SYSTEM PROVIDED WHEN LOOSE FILL INSULATION IS combustion closet doors rq f,ea.n• rif ; .� `,\ We'll ir t tr will INSTALLED,THE PURPOSE OF WHICH IS TO S.Jt)tIJUf .. \ \ r 23. Eland joist exposed to c3.JiK•backer N1103.1.1(R403.1.1)PROGRAMMABLE THERMOSTAT exterior Se:,I 3np heir,+wen i i' =�. ` PREVENT THE LOOSE FILL INSULATION FROM rod,or foam 1I�THERMOSTAT CONTROLLING THE PRIMARY r' �--" . SPILLING INTO THE LIVING SPACE WHEN THE ATTIC 24. Band area exposed to e ectrlcal t,ax acid C "Ik Shower/tub drain rough f �y HE, OR COOLING SYSTEM OF THE DWELLING ACCESS IS OPENED,AND TO PROVIDE A "� UNIT SHALL BE CAPABLE OF CONTROLLING THE PERMANENT MEANS OF MAINTAINING THE dy,vnu -- - g `�' "' _ HEATING AND COOLING SYSTEM ONA DAILY INSTALLED R-VALUE OF TIME LOOSE FILL unconditioned space �. (such as basement or. opening `''ter:= „ . �� -•= Combustion closet SCI�DULETOMAINTAIN DIFFERENT TEMPERATURE garage) INSULATION. =�"- =`✓` Inlprti n:d r,nrt t l r hr,r, f u Mark SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS 25. Exterior wa'I Ad'Irsro t:r '' `� a r n!ats j r ` THERMOSTAT SHALL INCLUDE THE CAPABILITY TO n r. (, N1102.2.1(R402.2.1)CEILINGS WITH ATTIC SPACES penetrations lot as per rr r,Iranrc a_ SET BACK OR TEMPORARILY OPERATE THE SYSTEM I I,.•'a!!ar,d sec;!sheet. ' r . I SECTION RI 102.1.2 WOULD REQUIRE R-38 retri eration Imes. t t � ', 1' r'''}'fir' MAINTAIN ZONE TEMPERATURE DOWN TO 55°F OR UP g rnor hoh:nd t,b INSULATION IN THE CEILING INSTALLING R-30 conderTsate hoe, etc. = - TO 85°F. THE THERMOSTAT SHALL INITIALLY BE� o MMED BY THE MANUFACTURER WITH A OVER 100/"OF THE CEILING AREA REQUIRING PROGRA t INSULATION SHALL BE DEEMED TO SATISFY THE IJ .. DATING TEMPERATURE SET POINT NO HIGHER THAN REQUIREMENTS FOR R-38 WHEREVER THE FULL soil �II rlt3ckinu•h:i.foist pis anrt 70°F AND A COOLING TEMPERATURE SET POINT NO HEIGHT OF UNCOMPRESSED R-30 INSULATION ry caunked or feanced LOWER THAN 9 . I �_ � R 11 ca'nl !' i rl,tln boor AN 78oF. EXTENDS OVER THE WALL TOP PLATE AT THE l "+ r,. II II i i {senN'nsh:x't; EAVES.SIMILARLY,WHERE SECTION RI 102.1.2 j I • ttrou,th walls, HOT-WATER PIPING INSULATION: it tl '= WOULD REQUIRE R-49 INSULATION IN THE CEILING, 1��;`*•' - R-3 WHERE PIPING IS: It II ! I _- 4ri INSTALLING R-38 OVER 100%OF THE CEILING AREA Wall cross _ ,�" ! w'r - �;I >3/4"IN NOMINAL DIAMETER REQUIRING INSULATION SHALL BE DEEMED TO SERVES>1 DWELLING UNIT SATISFY THE REQUIREMENT FOR R-49 INSULATION 1 ; 1 I WHEREVER THE FULL HEIGHT OF UNCOMPRESSED Sna!'tai mg and p u nbingc '',1 4 r LOCATED OUTSIDE BUILDING percet at ins _ - Two-leve! attic THERMAL ENVELOPE A"Ic '•. _ ��x �?i �_ :.. _> �.Wiz. R-38 INSULATION EXTENDS OVER THE WALL TOP �r•^•,. rn tt;',r i; ti f ' t FROM WATER HEATER TO DISTRIBUTION PLATE AT THE EAVES.THIS REDUCTION SHALL NOT . MANIFOLDUNDER A FLOOR SLAB APPLY TO THE U-FACTOR ALTERNATIVE4 CLIENT APPROVALS : .;aft a 1' ;I ` '"-" In�u'�t•ad BURIED IN RECIRCULATION SYSTEMS(SUPPLY APPROACH IN SECTION RI 102.1.4 AND THE TOTAL APPROVED BY: DATE: ( r... ; r- Unci^d:h,red SPn"(' `'`'I,(c'6,tlu '"" AND RETURNS),OTHER TITAN DEMAND UA ALTERNATIVE IN SECTION RI 102.1.5 f RECIRCULATION SYSTEM. 1 ISSUED FOR CLIENT REVIEW 6/26/2017 Chases and 0 0 0 00 `� S.,,I t,,,a•u J c:r.J,• rr. I��t ori . J _ __ r I` $ ' ' ale,he J•t'r N1101.12(8303.3)MAINTENANCE INFORMATION 2 REVISED 2ND FLR PLAN 6/30/2017 common _._._ 00 Ll �. Alftti (rer:rs•rn e,ciefi} N1103.3,1 (R403.3.1)INSULATION MAINTENANCE INSTRUCTIONS SHALL BE by-passes Seal,=rr ci r:,ulatr G f dr yrra'!t ----'� = Ri'!wi �. 1 SUPPLY AND RETURN DUCTS INATTICS SHALL BE FURNISHED FOR EQUIPMENT AND SYSTEMS THAT 3 ISSUED FOR CLIENT REVIEW 7/10/2017 drnr pr'j sr'f,t I'll'an0 t-.I^ 1 �� t oar t'' r i A'j `:-,I'LL i l_. INSULATED TO A MINIMUM OF R-8 WHERE 3"IN REQUIRE PREVENTATIVE MAINTENANCE. p Cr.c {k P' to DIAMETER AND GREATER AND R-6 WHERE LESS REQUIRED REGULAR MAINTENANCE ACTIONS Combustion chase penetrations G.^aim 4 ISSUED FOR CLIENT REVIEW 7/11/2017 - c r THAN 3 IN DIAMETER.SUPPLY AND RETURN DUCTS .+ .� SHALL BE CLEARLY STATED AND INCORPORATED5 ISSUED FOR BLDG.PERMIT 10/19/2017 Sr•tl' ? - Doer atlases ay:nnst sotcrt t,reshot i IN OTHER PORTIONS OF THE BUILDING SHALL BE ON A READILY ACCESSIBLE LABEL.THE LABEL !Glue INSULATED TO A MINIMUM OF R-6 WHERE 3"IN SHALL INCLUDE THE TITLE OR PUBLICATION 6 ' d DIAMETER OR GREATER AND R-4.2 WHERE LESS ng NUMBER FOR THE OPERATION AND MAINTENANCE THAN 3"IN DIAMETER. 7 I! � t J s.t•., _, -._ ,��I ; '�j � I FOR THAT PARTICULAR MODEL AND TYPE OF N1103.4(R403.4)MECHANICAL SYSTEM PIPING PRODUCT. 8 C,1r,,llr,rlari Co^dlh;nc' ~� Sc�II-f fr,: r I niver.rd I ItiO•wit'r'rd•tatf•,ws;'rif,{`t'3 INSULATION(MANDATORY)(APPLICABLE) 9 t art saacF NI 102.2.9(R402.2.9)BASEMENT WALLS ° ° WALLS ASSOCIATED WITH CONDITIONED CAPABLE OF CARRYING FLUIDS ABOVE 105 F OR ELOW 55 F si'ecar c.tl boxes I ---- '" MINIMUM O SHALL BE INSULATED TO F R-3 BASEMENTS SHALL BE INSULATED FROM THE TOP - ' , OF THE BASEMENT WALL DOWN TO 10 FEET BELOW Ind f:xl;lres to , til ---'` -� ' I Exterior penetrations d yvdc?I Sr a HVAC a G'uc,d y"'d:a to: I "��L i, - p N1103.4.1(8403.4.1)PROTECTION OF PIPING INSULATION: GRADE OR TON THE BASEMENT FLOOR WHICHEVER i T,J;e:> i; ,I± PIPING INSULATION EXPOSED TO WEATHER SHALL BE IS LESS.WALLS ASSOCIATED WITH pcnct•aticn_. C�?ulkcx.a icy tivaL '1 etr;hu ,s 1u1 !1 i PROTECTED FROM DAMAGE,INCLUDING THAT CAUSED BY UNCONDITIONED BASEMENTS SHALL MEET THIS 3 r\ rr,rnr-retia rr fines rondnnsati^'ern,Mc shr-xt nn _. SUNLIGHT,MOISTURE,EQUIPMENT MAINTENANCE AND REQUIREMENT UNLESS THE FLOOR OVERHEAD IS 1 ,, � Ora' ,",,r.^.+---•, �..',..•- .....�_A_ _. ':.�.._ �. r;'ur rl I seu,, - u= - ( WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR INSULATED IN ACCORDANCE WITH SECTIONS ;;a' to _, t,uthirn �* RADIATION THAT CAN CAUSE DEGRADATION OF THE N1102.1.2&N1102.2.8 ( S:a!F! ctrirra !•1 Lel-L'I'p,ila,CatJ k ,...- ..rr i'!'ttA MATERIAL.ADHESIVE TAPE SHALL NOT BE PERMITTED. III 1 -t a Ion- ` "c ,Till]t'!o Pen- 'wt -; ��Y, N1102.4(R402.4)AIR LEAKAGE(MANDATORY) �` NI 103.3.5(R403.3.5)BUILDING THE BUILDING THE, ENVELOPE SHALL BE Syr:!r,l,r.h•n3 I .t-'� ^ � _ '-. -'. CAVITIES:(MANDATORY) LIMIT AIR 7�nehe!:orlr; { LEAKAGE IN BUILDING FRAMI NG CAVITIES SHALL AOC ORDANCE WINSTRUCTED OTH THE REQUIItEMENTS OF Now - - - - � Sill gasket or doubte-boad of caulk NOT BE USED AS DUCTS OR PLENUMS. SECTIONS N110_.4.1 THROUGH N1102.4.5 41M Se,t111'JAC :J 4 :,ea'arowid chi•m,c-y Ih.wr .,Wh sticet l ' Vel�' ,1'�,J r' 1, N110_.4.4(8402.4.4)ROOMS CONTAINING FUEL :tort belt tampP;-r tJ.F ra:Jfk t N1103.3.3(R403.3.3)DUCT TESTING(MANDATORY) prtr,rr,rtims 1�-... BURNING APPLIANCES: REVISIONS & DRAWING ISSUE : (APPLICABLE)-HERS RATER IN CLIMATE ZONES 3 THROUGH 8,WHERE OPEN DUCTS SMALL BE PRESSURE TESTED TO COMBUSTION AIR DUCTS PROVIDE COMBUSTION ISSUED FOR BID 8/7/2017 DETERMINE AIR LEAKAGE BY ONE OF THE AIR TO OPEN COMBUSTION FUEL BURNING FOLLOWING METHODS: APPLIANCES,THE APPLIANCES AND COMBUSTION 2 1.ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE AIR OPENING SHALL BE LOCATED OUTSIDE THE 3 MEASURED WITH A PRESSURE DIFFERENTIAL OF After drywall BUILDING TIR;RMAL ENVELOPE OR ENCLOSED INA Air sealingchecklist 0.1INCH W.G.(25Pa)ACROSS THE SYSTEM, 4 ❑ Seal electrical switch and outlet boxes to drywall Airseal exterior INCLUDING THE MANUFACTURER'S AIR HANDLER ROOM,ISOLATED FROM INSIDE TiIE THERMAL Before drywall � ENVELOPE.SUCH ROOMS SHALL BE SEALED AND N1103.9(R403.9)SNOW MELT SYSTEM CONSTROLS ENCLOSURE IF INSTALLED AT THE TIME OF TIME 5 With caulk. ❑ Seal all exterior penetrations, such as porch light N1102.5(8402.:5)MAXIMUM FF,NSTRATION U-FACTOR INSULATED IN ACCORDANCE WITH THE ENVELOPE (MANDATORY) TEST.ALL REGISTERS SHALL BE TAPED OR E3 Seal bottom plate of exterior walls with caulk or sill fixtures, phone, security, cable and electric service &SHGC ATORY); SNOW&ICE MELTIJNG SYSTEMS,SUPPLIED OTHERWISE SEALED DURING THE TEST. REQUIREMENTS OF TABLE N110WHERE THE 6 ❑ Seal light fixture boxes to drywall with caulk or THE AREA-WEIGHTED AVERAGE MAXIMUM WALLS,FLOORS AND CEILINGS SHALL MEET A seal; seat inside edge with caulk after wa+lis are up. holes, with caulk or spray foam. THROUGH ENERGY SERVICE TO THE BUILDING, 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE foam. FENESTRATION U-FACTOR PERMITTED USING MINIMUM OF THE BASEMENT WALL R-VALUE SHALL INCLUDE AUTOMATIC CONTROLS CAPABLE, SHALL BE MEASURED WITH A PRESSURE ❑ Seal band joist area with caulk, spray foam, or ❑ Repair or replace an missing sheathing. "„,,,•,,R�.,, r", „,, ,„,v .:.,mM, TRADEOFFS FROM SECTION N1]02.1.5 ORN1105 REQUIREMENT.THE DOOR INTO THE ROOM SHALL J P Y P P Y g g 17 ` _',,_,,,, ,., ,,.<,_„�,,.,�,,,,....,..,,:.:.. .,:• OF SH[JTTING OFF THE SYSTEM WHEN THE DIFFERENTIAL OF 0.1 INCH W.G.(25Pa)ACROSS THE gasketing betNeen top plate and band joist, and ❑ Seal bath and kitchen ventilation fans to drywall with SHALL BE 0.483IN CLIMATE ZONES 4 AND SAND 0,40 BE FULLY GASKETED AND ANY WATER LINES AND Al caulk or foam. "r""r'°.,A"Ell.rE.° °=y'°v. ,,,°�EEI E,,IAEST.,,"E,.,°° »Ta. IN CLIMATE ZONES 6 THROUGH 8 FOR VERTICAL PAVEMENT TEMPERATURE IS ABOVE 50°F,AND NO ENTIRE SYSTEM,INCLUDING THE DUCTS IN THE ROOM INSULATED IN ACCORDANCE 9 If installing housewrap: °,9A°E.EEcEE,tAI,, PRECIPITATION IS FALLIN G AND AN AUTOMATIC MANUFACTURERS AIR HANDLER ENCLOSURE. FENESTRATION,AND 0.75 IN CLIMATE ZONES 4 WITH SECTION N1103.THE,COMBUSTION AIR DUCT between band joist and subfloor• "°""""'""' OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF REGISTERS SHALL BE TAPED OR OTHERWISE LSt:,''m4Sr SItAtllu,k 9EE,"9 ❑ Seal all duct boots to float or drywall With Caulk, ❑ Seal top and bottom edges past the plates with 9"��E,,,.Ak,l �: / THROUGH 8 BOR SKYLIGHTS.THE ARE WHEN SHALL BE INSULATED WIITRR IT PASSES THROUGH ❑ For bath tubs on outside Walls, insulate lila exterior \ WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40°F SEALED DURING THE TEST. housewrap tae or caulk. =•,� AVERAGE MAXIMUM FENESTRATION SHGC CONDITIONED SPACE TO A MINIMUM OF R-8 P P ',` �. EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL wall and air-seal behind tub with sheet goads before foam, or mastic. $rntnllbvWp„t4 ; -_- PERMITTED UiSING TRADEOFFS FROM SECTION tub is installed. Ater lila drain is installed, seal the ❑ Seal housewrap at windows and doors. S^ ^'^s'^ro" N1103.6(R403.6)MECHANICAL VENTILATION NOT BE REQUIRED WHERE THE DUCTS AND AIR NI 105 IN CLIMATE ZONE 1 THROUGH 3 SHALL BE EXCEPTIONS: •r„L;„ „I,,.•,,,,>.1,,.., (MANDATORY ❑ Seal any plumbing penetration through drywall with �" `'�-`` 0.50 f` Z HANDLERS ARE LOCATED ENTIRELY WITHIN THE I.DIRECT VENT APPLIANCES WITH BOTH EXHAUST tub drain penetration with ri id foam insulation and ❑ Minimize cuts in housewrap and caulk or tae to (( �� THE BUILDING SHALL BE PROVIDED WITH BUILDING THERMAL ENVELOPE. P €r P P I, '' . ,.. •cl!:r�•'.�� PIPES INSTALLED CONTINUOUS TO THE OUTSIDE. caulk or foam. �-'] N1103.1.2.(R403.1.2)HEAT PUMP SUPPLEMENTARY VENTILATION THAT MEETS THE REQUIREMENTS OF A WRITTEN REPORT OF THE RESULTS OF TIE TEST ! °! 2.FIREPLACES AND STOVES COMPLYING WITH spray fgam, seal all penetrations, ::,,,•,,.,,•:,;,.,:,,:., ❑ If not done before drywall, seal tub drain penetration HEAT(MANDATORY) SECTION M1507 OF THIS CODE OR THE SHALL BE SIGNED BY THE PARTY CONDUCTING / <,�' SECTIONS N1102.4.2.AND 81006 ❑ For dropped soffit cabinets and shmvers, use sheet ❑ Overlap seams and seal with caulk or 5° °°n'y,A4°," HEAT PUMPS]HAVING SUPPLEMENTARY ELECTRIC INTERNATIONAL MECHANICAL CODE,AS THE TEST AND PROVIDED TO THE CODE OFFICIAL. (from crawls ace side) with plywood or rigid board PROJECT TITLE: GALANIS RESIDENCE p P Yw g RESISTANCE HiFAT SHALL HAVE CONTROLS THAT, APPLICABLE,OR WITH OTHER APPROVED MEANS OF material and sealant to slap air leakage from attic housewrap tape. N1103.7(R403.7)MEQUIPMENT SIZING& N1102.4(8402.4)AIR LEAKAGE(MANDATORY) insulation and caulk or foam. EXCEPT DURING DEFROST,PREVENT VENTILATION.OUTDOOR AIR INTAKES AND ,, ENGINEER SEAL: DATE: 6i13i2017 into soffit and then insulate. Altemately; frame and ❑ If not using housewrap, seal all sheathing seams SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY EFFICIENCY RATING(MANDATORY)-APPLICABLE THE BUILDING THERMAL ENVEL01 E SHALL BE install drywall fcr the soffit area atter the taped ❑ Seal gaps at whole house fan with spray foam or with housewrap tape or caulk. PUMP COMPRIESSOR CAN MEET THE HEATING LOAD. DAMPERS THAT CLOSE WHEN THE VENTILATION HEATING&COOLING EQUIPMENT SHALL BE SIZED CONSTRUCTED TO LIMIT AIR LEAKAGE IN SCALE: As NOTED ceilingdrywall is installed. housewrap tae (ensure louvers functionproperly). SYSTEM IS NOT OPERATING. IN ACCORDANCE WITH ACCA MANUAL S BASED ACCORDANCE WITH THE REQUIREMENTS OF •,.�...-- ' DRAWN BY: DANIEL G. rYti" p p ON BUILDING LOADS CALCULATED IN SECTIONS N1102.4.1 THROUGH N1102.4.5 Ni 103.5.1(840:3.5.1)REAMED WATER CIRCULATION CHECKED BY: T.D.R. ❑ Seat windows and exterior doors with backer rod and ❑ Fabricate whole house fan cover from rigid foam AND TEMPERATURE MAINTENANCE SYSTEMS N1102.2.8(8402.2.8)FLOORS: ACCORDANCE WITII ACCA MANUAL J OR OTHER (MANDATORY FLOOR FRAMING-CAVITY INSULATION SHALL BE APPROVED HEATING AND COOLING N1102.4.5(R402.4.5)RECESSED LIGHTING a L� n �✓ DRAWING NO: caulk or spray foam. Be cau*Maus using spray foam insulation and contact paper; attach with Velcro" �- p p HEATED WATER CIRCULATION SYSTEMS SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT CALCULATION METHODOLOGIES.NEW OR RECESSED LUMINARIES INSTALLED 1N THE as it can expand and pinch jambs and may void or wood frame bolted to ceiling. Or, if attic INACCORDAPNCE WITH SECTION R1103.5.1.1 HEAT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. REPLACEMENT HEATING AND COOLING BUILDING THERMAL ENVELOPE SHALL BE SEALED some v'Jindow warranties. TRACE TEMPERATURE MAINTENANCE SYSTEMS EQUIPMENT SHALL HAVE AN EFFICIENCY RATING TO LIMIT AIR LEAKAGE BETWEEN CONDITIONEDLL ��- access is easy, build a cover from rigid foam orEQUAL TO OR GREATER THAN THE MINIMUM AND UNCONDITIONED SPACES.ALL RECESSED L SHALL BE IN ACCORDANCE WITH SECTION 1 •�._,, v> ❑ Seal all electrical wire,plumbing,and HVAC duct board which is laced over the fan from the REQUIRED BY FEDERAL LAW FOR THE LUMINARIES SHALL BE IC-RATED AND LABELED AS ' s p 81103.5.1.2.AUTOMATIC CONTROLS,TEMPERATURE •�. , � .-y,�� penetrations bet',veen any conditioned and attic side. SENSORS ANIS PUMPS SMALL BE ACCESSIBLE. GEOGRAPHIC LOCATION WIRE THE EQUIPMENT HAVING AN AIR LEAKAGE RATE NOT MORE THAN �y a �C EC- 1 unconditioned spaces. MANUAL CONTROLS SHALL BE READILY IS INSTALLED. 2.0 CFM ASTM E28 AT A 1 TESTED7 I ACCORDANCE PRESSURE ITR ; OH L OQQ� ❑ For attic hatches, insulate top of board with at least DUCT SEALING DETAIL ACCESSIBLE. DIFFERENTIAL.ALL RECESSED LUMINARIES SHALL LICENSE two inches of rigid foam insulation or fiberglass batt; 1 BE SEALED WITH A GASKET OR CAULK BETWEEN seal with weatherstripping. Use these same steps (APPLICABLE) THE HOUSING AND THE INTERIOR WALL OR DRAWING TITLE. for short and full-size attic kneewall access doors CEILING COVERING. and include a tight latch. ENERGY CODE NOTES ❑ For attic pull down stairs, use rigid foam cover kit; & AIR SEALING DETAIL make stairs airtight using latch bolts and weatherstripping. G A L A N I S R E S I D E N C E ® GALANIS RESIDENCE 5 MADISON STREET INT RNATIONAL Ri SIDENT11AL COD COMP IANCTE'�_7, SH ET� 2015 GREENPORT,NEW YORK NOTE: THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE TO .08 HEIGHT ABOVE FINISHED GRADE (8404.1.6) 16 MASONRY FIREPLACE CLEARANCES 81001.11) SUFFOLK COUNTY SECTION:33 BLOCK: 5 21 CONTRUCT THIS PROJECT IN STRICT ACCORDANCE WITH THESE CRITERIA UNLESS MORE CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE ALL WOOD BEAMS;, JOISTS, STUDS AND OTHER COMBUSTIBLE MATERIAL .03 NAILING SCHEDULE JURISDICTION:TOWN OF SOUOTHOLD RESTRICTIVE CRITERIA ARE PROVIDED BY A COMPLETION SPECIFICATIONS MANUAL. FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM SHALL HAVE A CLEARANCE OF NOT LESS THAT 2 INCHES FROM THE FRONT Unless otherwise noted on the construction drawings, all nailing is to be in NOTE: THE GENERAL CONTRACTOR&INDEPENDENT CONTRACTORS ARE RESPONSIBLE FOR OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES accordance with this schedule. THEIR OWN MEANS OF SAFETY PROCEDURES AS WELL AS SITE SAFETY. G.C. TO PROVIDE RISK ELSEWHERE. FROM THE BACK FACES OF MASONRY FIREPLACES THE AIR SPACE SHALL NOT NAILING SCHEDULE TABLE 3.1 WFCM MANAGEMENT STRATEGY FOR ALL TRADES TO MAINTAIN THE SAFETY FOR ALL .09 BACKFILL PLACEMENT(R404.1.7) BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH THE ,SPECIFICATIONS AND OTHER DOCUMENTS Joint Descri tion # of Common Nails Nail S acro PREPAAREDRED BBY Y TTHE ENGINEER FOR THIS PROJECT ARE SUBCONTRACTORS WORK. BACKFILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALL FOR A MIN. SECTION R1001.12. INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY .02 FRAMING AND CONSTRUCTION DESIGN CRITERIA R301.2.1.1 OF 7 DAYS jj IjU�AS BEEN ANCHORED TO THE FLOOR ABOVE OR HAS BEEN EXCEPTIONS: ROOF FRAMING Wrrx RESPECT To THIS PROJECT AND UNLESS OTHERWISE ( ) fi V Rafter to TO Plate Toe-nailed see Table 3.4A per rafter PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR,OF THIS PROJECT IS IN A REGION WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 130 MILES PER SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 1. MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH P ( ) ( ) P THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW. CeilingJoist to To Plate Toe-nailed see Table 3.4A per Dist STATUTORY AND OTHER RESERVED RlGxrs INCLUDING TILE HOUR AND IT HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER COMBUSTIBLES IN ACCORDANCE WITH UL 127 AND INSTALLED IN p ( ) ( ) p J COPYRIGHT, THE OWNER SHALL BE PERMITTED TO RETAIN 10 CRAWL SPACE VENTILATION(R408.2) Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) each lap COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR.ONE AND TWO-FAMILY UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS, THE MINIMUM ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) each lap CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE DWELLINGS. (STANDARD REFERENCE NUMBER WFCM-2015; NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAT 1 SQUARE FOOT FOR INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN Collar Tie to Rafter(Face-nailed) ( ) P er see Table 3.6A tie PROJECT, THE SPECIFICATIONS AERS DRAWINGS, CONTACT WITH THEIR EXTERIOR SURFACESAND ND OTHER DOCUMENTS SHALL NOT BE USED . .03 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT EACH 150 SQUARE FEET OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING Blocking to Rafter(Toe-nailed) (2)8d each end BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS 2 WHEN MASONRY FIREPLACES ARE PART OF MASONRY OR CONCRETE TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR TABLE R301.5 OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION WALLS COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE Rim Board to Rafter(End-nailed) (2)16d each end OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. USE LIVE LOAD OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES FROM THE INSIDE WALL FRAMING Uninhabitable Attics without storage b 10 FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING Top Plate to Top Plate(Face-nailed) 2-16d 1 Per foot Uninhabitable Attics with limited storage b,g 20 I SURFACE OF THE NEAREST FIREBOX LINING. Habitable attics&attics served w(filed stairs so SHALL NOT EXCEED /4 INCH. (WHERE A SPECIFIC VENT HAS NOT BEEN SPECIFIED THE Top Plates at Intersections (Face-nailed) 4-I6d Joints-each side 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING Stud to Stud (Face-nailed) 2-16d 24" oc Balconies(exterior)and deckse 40 USE OF ANY MATERIALS SUCH AS WOOD SIDING FLOORING AND DRYWALL SHALL BE Header to Header(Face-nailed) 16d 16" oc along edges ♦ THOMAS D. REILLY P.E. Fire escapes 40 h OF THE FOLLOWING IS PERMITTED) . ' Guardrails and handrailsd 200 1 PERFORATED SHEET METAL PLATES NOT LESS THAT 0.070-INCH THICK. PERMITTED TO ABUT THE MASONRY FIREPLACE SIDE WALLS AND Top or Bottom Plate to Stud(End nailed) 4 BEZEL LANE Guardrails in-fill componentsf 5oa HEARTH EXTENSION IN ACCORDANCE WITH FIGURE 81001.11 PROVIDED Bottom Plate to Floor 'Dist Band 'Dist End 'Dist (see Table 3.5A) per stud SMITHTOWN,NY ll7s7 Passenger vehicle garages .2 EXPANDED SHEET METAL PLATES NOT LESS THAT 0.047-INCH THICK. J J J Rooms other then sleeping rooms 30 SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS THAN 12 INCHES 1,2 PHONE 631 724.7888 P g .3 CAST IRON GRILLS OR GRATING. - or Blocking (Face-nailed) 2- 16d per foot � � Sleeping rooms FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. EMAIL:TDRPE TDRPE.COM Stairs 40, .4 EXTRUDED LOAD-BEARING BRICK VENTS. FLOOR F TNG .5 HARDWARE CLOTH OF 0.035-INCH WIRE OR HEAVIER 4. EXPOSED COMBUSTIBLE MANTELS OR TRIM MAY BE PLACED DIRECTLY ROOF SNOW LOAD ** 14 PSF .6 CORROSION-RESISTANT WIRE MESH WITH THE LEAST DIMENSION BEING 1/8 INCH. ON THE MASONRY FIREPLACE FRONT SURROUNDING THE FIREPLACE Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d per Joist ' OPENING PROVIDED SUCH COMBUSTIBLE MATERIALS SHALL NOT BE Bridging to Joist(Toe-nailed) 2-8d each end NOTES: * REFER TO CODE MANUAL FOR ADDITIONAL CRITERIA EXCEPTIONS: Blocking to Joist(Toe-nailed} 2-8d each end PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING. COMBUSTIBLE Blocking to Sill or To Plate Toe-nailed 3-16d each block ** CONVERSION OF GROUND SNOW LOAD ALLOWED WITH PROVISIONS OF ASCE 7 1. THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 1/1,500 OF g P ( ) MATERIAL WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT Ledger Strip to Beam Face-nailed 3-16d eachjoist .04 PRESUMPTIVE LOAD BEARING WALLIES OF FOUNDATION MATERIALS THE UNDER-FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN g P ( ) J TABLE R401.4.1 APPROVED CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS PROJECT MORE THAN 1/8 INCH FOR EACH 1-INCH DISTANCE FROM SUCH Joist on Ledger to Beam(Toe-nailed) 3-8d per joist ARE PLACED SO AS TO PROVIDE CROSS-VENTILATION OF THE SPACE. THE AN OPENING. Band Joist to Joist(End-nailed) 3-16d per Joist CLASS OF MATERIAL LOAD-BEARING PRESSURE Band Joist to Sill or Top Plate Toe-nailed 2-16d per foot (pounds per square foot) INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE PROHIBITED. ENERGY CONSERVATION ROOF SHEATHING Qi�stalline bedrock 12,000 .11 UNVENTED CRAWL SPACE(R408.3) I. COMPLIANCE(N1101) Wood Structural Panels 8d (see Table 3.10) Sedimentary an foliated roc 4,000 VENTILIATION OPENINGS IN UNDER-FLOOR SPACES SPECIFIED IN SECTION R408.1 COMPLIANCE WITH I THE ENERGY CONSERVATION CODE OF NYS HAS BEEN Diagonal Board Sheathing Sandy grave and/or grave 3,000 1"x6" or 1"x8" 2-8d per support GW and GP ' AND R408.2 SHALL NOT BE REQUIRED WHERE: DETERMINED BY THE USE OF THE APPROVED US D.O.E. SOFTWARE PROGRAM P pp an , sI ty san , c ayey sand, silty grave an 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER. "RESCHECK" WHICH IS SUBMITTED AS PART OF THIS SET OF DRAWINGS I"x 10" or wider 3-8d per support clayey gravel 2,000 SW SP SM SC GM and GC JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES AND SHALL BE 2. COMBUSTION AIR(M1701) Clay,sandy clay, silty clay, clayey silt,silt and 1,500 WHEN PRACTICAL b SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND AT CEILING SHEATHING sandy silt LEAST 6 INCHES UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO 1. , COMBUSTION AIR TAKEN FROM OUTSIDE SHOULD BE Gypsum Wallboard I 5d coolers 7" edge/ 10" field (CI, ML, MH and CH) THE STEM WALL or Insulation. PROVIDED BY TWO SEPARATE DUTS LOCATED WITHIN 12 INCHES OF THE WALL SHEATHING For SI: 1 pound per square foot=0.0479 kPa BOTTOM AND TOP OF THE ENCLOSURE OPENINGS ARE PERMITTED TO 2. ONE OF THE FOLLOWING IS PROVIDED FOR THE UNDER-FLOOR SPACE: Wood Structural Panels 8d (see Table 3.11) a. Where soil tests are required by section R401.4,the allowable bearing capacities CONNECT TO SPACES SUCH AS VENTILATED CRAWL SPACES AND Structural Fiberboard Panels of the soil shall be art of the recommendations. NOTE: SEE OPTIONS IN RESIDENTIAL CODE OF NEW YORK STATE. 11 a galvanized p VENTILATED ATTICS. THE SAME DUCT SHALL NOT SERVE BOTH 1/2 g ' 3 edge/6„ field b. Where the building official determines that in-place soils with an allowable rooting nail a bearingg capacity of less than 1,500 psf are likely to be present at the site, the 12 CRAWL SPACE ACCESS (R408.4) COMBUSTION AIR OPENING INLETS. 25/32" 11 g . galvanized 3" edge/6" field allowable bearing capacity shall be determined by a soils investigation. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES, ACCESS OPENINGS .2 SIZE OF OPENINGS SHALL PROVDIE 1 SQUARE INCH OF FREE AREA PER roofing nail OS MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 INCHES. 4,000 BTU/H OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE SPACE Gypsum Wallboard 5d coolers 7" edge/ 10" field TABLE 8402.2 OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY FOR VERTICAL DUCT INSTALLATIONS. Hardboard 8d (see Table 3.11) 24 INCHES. WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW .3 SIZE OF OPENINGS SHALL PROVIDE I SQUARE INCH OF FREE AREA PER Particleboard Panels 8d (see Manufacturer) MINIMUM COMPRESSIVE STRENGTH a(f'c) GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE 2 000 BTU/H OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE SPACE Diagonal Board Sheathing 1"x6" of 1"x8" 2-8d per support TYPE OR LOCATIONS OF CONCRETE Weathering potential PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE TRESH-OLD OF FOR HORIZONTAL DUCT INSTALLATIONS. 1"x10" or wider 3-8d per support CONSTRUCTION Severe THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE .4 THE MINIMUM CROSS SECTIONAL DIMENSION SHALL BE 3 INCHES. CLIENT APPROVALS Basement walls, foundation and of er .5 IF A SINGLE PERMANENT OPENING SOURCE IS THE ONLY MEANS OF FLOOR SHEATHING APPROVED BY: DATE: r AI concrete not exposed to the weather 2,500 c LOCATED UNDER A DOOR TO THE RESIDENCE. SEE SECTION M1305.1.4 FOR ACCESS Basement slabs an interior slabs grade, REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. SUPPLYING OUTSIDE COMBUSTION R, THEN THE OPENINGS SHALL Structural Panels ISSUED FOR CLIENT REVIEW 6/26/2017 / except garage floor slabs 2'500 c .13 FIRE BLOCKING REQUIRED (8302.11) PROVIDE 1 SQUARE INCH OF FREE AREA PER 3,000 BT'U/H OF TOTAL INPUT "ede /12" field Aa- REVISED 2ND FLR.PLAN 6/30/2017 RATING OF ALg1" or less 8d 6reater than 1" 10d 6" edge 6" field ,L APPLIANCES IN THE SPACE FOR VERTICAL OR3 HORIZONTAL DUCT INSTALLATIONS. ISSUED FOR CLIENT REVIEW 7/10/2017 Basement walls, foundation walls, exterior IN COMBUSTIBLE CONSTRUCTION,FIRE-BLOCKING SHALL BE PROVIDED TO CUTDiagonal Board Sheathing walls and other vertical concrete work 3,000 d OFF BOTH VERTICAL&HORIZONTAL CONCEALED DRAFT OPENINGS AND TO (G2407.6.2(304.6.2)) 1x6� or 1x8 2-8d per support A ISSUED FOR CLIENT REVIEW 7/11/2017 exposed to the weather FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES &BETWEEN A TOP STORY 3. PLUMBING 1"x10" or wider 3-8d per support 5 ISSUED FOR BLDG.PERMIT 10/19/201.7 Porches, carport slabs an steps exposed COMPLIANCE 3,500 d e f & THE ROOF SPACE. 1. Nailingrequirements are based on wall-sheathing nailed 6" on center at the panel edge. 6 to the weather and garage floor slabs ' ' ALL PLUMBING WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS P2501 q g P g FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE alternative nailing schedules shall be used where wall sheathing nailing is reduced. For a. Strength at 28 days psi THROUGH P3201 OF THE NYS RESIDENTIAL CODE. g y p FOLLOWING LOCATIONS: example, if wall sheathing is nailed 3 inches o.c. at the panel edge to obtain higher shear s b. See table R301.2(1)for weathering potential. 4. ELECTRICAL c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air l. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS,INCLUDING FURRED COMPLIANCE capacities, nailing requirements for structural members shall be doubled,or alternate 9 SPACES &PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: connectors shall be used to maintain the load path. entrained concrete in accordance with footnote d. ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS E3401 d. Concrete shall be air entrained. Total air content(percent by volume of concrete) shall not be less than 5 1.1 VERTICALLY AT THE CEILING&FLOOR LEVELS THROUGH E4304 OF THE NYS RESIDENTIAL CODE 2. When wall sheathing is continuous over connected members, the tabulated number of nails percent or more than 7 percent. 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET shall be permitted to be reduced to 1-16d nail per foot. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL&HORIZONTAL 5. STRUCTURAL STEEL e. See Section R402.2 for minimum cementitious materials content. .04 RAFTER/CEILING JOIST CONNECTION AT TOP PLATE f. For garage floors with a steel-troweled finish, reduction of the total air content(percent by volume of SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS & COVE CEILINGS. GENERAL EXPOSURE B 120& 130 MPH TABLE 3.4A concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP& BOTTOM OF I STRUCTURAL,STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR Three Second Gust Wind Speed(mph) increased to not less than THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8.302.7 THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 4,000 psi. 4. AT OPENINGS AROUND VENTS,PIPES,DUCTS CABLES & WIRES AT CEILINGS & BUILDINGS" - 13TH EDITION. 120 130 FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF -ALL PLATES AND ANGLES SHALL BE ASTM A36 06 SLOPE FOOTINGS (8403.1.5) -WIDE FLANGE BEAMS SHALL BE ASTM A992- GRADE 50 Rafter/ Number of 8d Common Nails FLAME & PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR Ceiling Joist or I Od Box Nails (Toe-nailed) THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. -ALL PIPE AND TUBE COLUMNS BE ASTM A500 Spacing Wall Height Required in each Rafter SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL -BOLTS SMALL BE A307, 3/4" MINIMUM U.O.N. p g (ft.) and/or Ceiling Joist 10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION 81003.19 -WELDING ELECTRODES SHALL BE CLASS E70XX. (in.) g REVISIONS & DRAWING ISSUE ( ) to Top Plate Connection 1,2,3,4 THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED .2 STEEL IS T0,BE INSTALLED WITH ONE COAT OF SHOP APPLIED PRIMER. 1 ISSUED FOR BID 8/7/2017 BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS AT THE LINE OF DWELLING UNIT SEPARATION. 2 2 HORIZONTAL 10 PERCENT SLOPE 2 . 12 8- 10 ( ) .14 MASONRY CHIMNEY CLEARANCES (81003.18) 6. STRUCTURAL WOOD FRAMING CRITERIA OF THE WFCM- 2015 EDITION 3 #4 REINFORING BAR , ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE GENERAL 16 8- 10 2 3 4 18"MIN.LENGTH BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A " ++ o .l THE WFCM STATES IT IS ACCEPTABLE TO COMBINE PARTS OF EITHER 5 MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES (51 MM). CHAPTER 2, ENGINEERED DESIGN,OR CHAPTER 3,PRESCRIPTIVE DESIGN, 24 8- 10 3 4 6 CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE TO MEET COMPLIANCE. THIS PROJECT HAS BEEN DESIGNED IN BUILDING, INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, ACCORDANCE WITH CHAPTER 3. STEPPED F(� ING SHALL HAVE A MINIMUM AIR SPACE CLEARANCE OF 1 INCH(25.4 MM). THE AIR .2 ALL STRUCTURAL LUMBER WAS DESIGNED USING CRITERIA FOR 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 g FIGURE R403. .5 SPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN HEM-FIR 92 OR BETTER LUMBER. NO SUBSTITUTIONS OF LUMBER SPECIES 2. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE I 9 ao --- ACCORDANCE WITH SECTION R1003.19. IS TO BE MADE WITHOUT THE DESIGNER'S CONSENT. (NOTE: IN SOME SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST SHALL EXCEPTIONS: LOCATIONS :DIFFERENT SPECIES MAY HAVE TO BE SPECIFIED AND MUST EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 1. MASONRY CHIMNEYS EQUIPPED WITH A CHIMNEY LINING SYSTEM LISTED BE USED IN LIEU OF THE ABOVE. 3. TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE #4 INFORING AR AND LABELED FOR USE IN CHIMNEYS IN CONTACT WITH COMBUSTIBLES IN ANCHOR BOLT SCHEDULE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN " ACCORDANCE WITH UL 1777 AND INSTALLED IN ACCORDANCE WITH THE FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN 36 MIN. 18"MIN.LENGTH MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE TABLE 3.213 EXPOSURE B ALL WIND SPEEDS FASTENED TO A 2x6 TOP PLATE Al NOTES: T FOOTING THICKNESS SCALE: (NOT TO SCALE) COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR EXTERIOR SURFACES. 4. WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10' THEY SHALL BE ++ �} Bolts � PROJECT TIT'L,F,: GALANIS RESIDENCE, Anchor Bolt Foundation 1 2 dia. Bolts 5 8 is Max. THE MINIMUM FOOTING THICKNESS, T, IN STEPPED AREAS SHALL EQUAL THE FOOTING 2. WHERE MASONRY CHIMNEYS ARE CONSTRUCTED AS PART OF MASONRY ADJUSTED AS FOLLOWS: THICKNESS IN THOSE UNSTEPPED AREAS. THE REINFORCING BAR SIZE IN STEPPED AREA OR CONCRETE WALLS, COMBUSTIBLE MATERIALS SHALL NOT BE IN Connection Supporting Max. Anchor Bolt Anchor Bolt ENGINEER SEAL: DATE: 6/13/2017NOT Spacing (in.) Spacing (in.) ' SCALE: AS NOTED SHALL EQUAL THE BAR SIZE IN THOSE UNSTEPPED A MINIMUM OF 3" OF CONCRETE IS CONTACT WITH THE MASONRY OR CONCRETE WALL LESS THAN 12 INCHES * WALL HEIGHT 8'-0" 10'_0+' DRAWN BY: DANMLG. Sill Plate to Foundation REQUIRED AROUND ALL REINFORCING BARS. FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. R K Q `�� CHECKED BY: T.D.R 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS, (Crawl space or TOP PLATE TO RIDGE ADJUSTMENT s� FACTOR �:�' ��_ �/" �;!� DRAWING NO: .07 SURFACE DRAINAGE(R401.3) SUCH AS WOOD SIDING AND FLOORING, SHALL BE PERMITTED TO ABUT Basement 1-3 Stories 31 48 HEIGHT(ft) j �ti ,_. F SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER THE MASONRY CHIMNEY SIDE WALLS' IN ACCORDANCE WITH FIGURE Wall Bottom Plate to) 10' 1.00 1.00 ° APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE RI003.18, PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS Foundation _ .. t GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE THAN 8 INCHES FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. (slab-on-grade) 15 1.15 1.25 �Yn _, o AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST15 CI IIMNEY FIREBLOCKING(81003.19) *Anchor bolts shall have a minimum embedment of 7" in concrete foundations and slabs °20 RC- 1 1.40 1.50 � ' p`� 10 FEET. EXCEPTION: WHERE LOT LINES,WALLS, SLOPES OR OTHER PHYSICAL BARRIERS on-grade and 15 in masonry block foundation. A minimum of one bolt shall be SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH provided within 6 to 12 inches of each end of each late and within 12" of each corner. ENSED PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED CHIMNEYS PASS SHALL BE FIREBLOCKED WITH NON COMBUSTIBLE MATERIAL hree-inch square washers shall be used at each anchor bolt. Unless otherwise indicated. � TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN All existing sill plates in areas of new work to be anchored with additional self taping anchor IRawING TITLE: FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A OF 2 PERCENT AWAY CHIMNEYS AND WOOD JOISTS BEAMS OR HEADERS SHALL BE SELF-SUPPORTING bolts "Simpson" THD62600H "Titen HD". Spacing to be in accordance with table 3.2B. FROM THE BUILDING. OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACCROSS THE SPACES NEW YORK STATE BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. RESIDENTIAL, CODES G ALANI S RESIDENCE i ® GALANIS RESIDENCE o INT1 RESIDENTIA Ci7_.1, D �� S � 2015 5 MADISON STREET GREENPORT,NEW YORK SUFFOLK COUNTY .05 RAFTER/ CEILING JOIST HEEL CONNECTION Three Second Gust Windspeed (mph) r� SECTION: 33 BLOCK: 5 LOT:21 DEAD LOAD ASSUMPTION:ROOF ASSEMBLY DL= 10 PSF p ( p ) Figure 3.2 Sill Plate Anchorage to Concrete Foundation lull Figure 3.3b Stud Notching and Boring Limits JURISDICTION:TOWN OF SOUTHOLD TABLE 3.9 A NOTE:FRAMER TO 20 PSF GROUND SNOW LOAD ,07 ROOF SHEATHING ATTACHMENT 20 130 DETERMINE PROPER Roof span(ft.) EXPOSURE B TABLE 3.10 STRUCTURAL SHEATHING ROOF SPAN TO USE 12 24 3b AN E F E F Anchor Bolts and Wail Stud THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS Required Number of Washers as required Notch d PREPARED BY THE ENGINEER FOR THIS PROJECT ARE 1 Rafter/Truss Spacing Maximum Nail Spacing for 8d Common Sill Plate Bottom Plate depth<1/4d INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY Rafter Rafter 16d common or Sheathing Location 2 Hole edge WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE Spacing (inches, o.c.) or 10d Box Nails (inches, O.C.) g PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF slope p g 40d box nails per Anchor Holt distance> 5/8" THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, (In,) Heel Joint 12 b 12 6 12 (see 3,2.1.7 & 3,2,2,3) Outer 1/3 of STATUTORYAND OTHER RESERVED RIGHTS INCLUDING TEE S lice 1 2 3 4 S Floor Joist span only COPYRIGHT. THE OWNER SHALL BE PERMTTTED TO RETAIN 16 6 12 6 12 Hole diameter COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 12 3 5 8 4' Perimeter Edge Zone •052 <2/5d OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN ete oReou Single Stud Hole diameter 3:12 16 4 7 10 19.2 6 12 6 12 Stud CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE " I C <3/5d PROJECT. THE ENGINEERS DRAWINGS, 24 5 10 15 24 6 6 6 6 SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED 12 3 4 6 _ 12 6 i 2 6 12 Double Stud BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR 4:12 16 3 5 8 16 6 12 6 12 Fo datio all 5111 Plate Plate OTHERS WITHOUT WRITTEN CONSENT FROM ENGINEER. 24 4 8 11 Interior Zone 19.2 6 12 6 12 Hole edge 12 3 3 5 24 6 12 6 12 Steel Strap lapped under sill plate distance > 5/8" 5:12 16 3 4 6 (see 3.2.2.3) 24 3 6 9 Gable Endwall Rake and Rake Truss 6 6 6 6 12 3 3 4 E- Nail spacing at panel edges(in.) O THOMAS D. REILLY P.E. 7:12 16 3 3 5 F- Nail spacing at intermediate supports in the panel field(in.). 4 BEZEL LANE 24 3 5 7 Figure 2.1g Rake Overhang Limits-Outlookers(see 2.1.3.4c) SMITHTOWN,NY 11787 12 3 3 3 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 4 o.c.Nail FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT Spacing PHONE(631)724.7888 9:12 16 3 3 4 Figure 3,3a Solari Sawn Joist and Rafter Notching and Boring Limits EMAIL:TDRPE a TDRPE.COM 24 3 4 5 REQUIREMENTS SHALL BE USED. Connection per Section 2.2.2.1&2.2.6.50 12 3 3 3 1.FOR WIND SPEEDS GREATER THAN 130MPH,BLOCKING IS RE UIRED WHICH TRANSFERS L 4'Perimeter Zone Q panel field nailing 12:12 16 3 3 3 SHEAR LOAD TO TWO ADDITIONAL JOISTS(3 JOISTS TOTAL) �---4 Perimeter tone NOTES: 24 3 3 4 panel edge nailing 1.HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A Outer third of NOTE: LOAD BEARING WALL,HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. Three Second Gust Windspeed(mph) span only REQUIRED ON 2X12 FLOOR JOISTS ONLY AT 8' � ( p ) Lesser of 2. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR INTERVALS AND MUST BE SOLID 2X LUMBER. L/2 or 2' PURLINS TO A LOAD BEARING WALL,THE TABULATED HEEL JOINT CONNECTION METAL BRIDGING IS NOT ALLOWED. 120 130 Minimum 2x4 Outlooker uired REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE STRUCTURAL SHEATHING Blocking REDUCTION IN SPAN. ,08 WALL SHEATHING ATTACHMENT-EXPOSURE B OR PANEL SIDING 3.EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING TABLE 3.11 E F E F Gable Endwall 1/3 Joist JOIST LAP SPLICES. depth,Max. Stud Spacing Maximum Nail Spacing for 8d Common Section A-A 1/4 Joist '1 1 P g p g depth,Max. �/ 2"Min. 4. TABULATED HELL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE Sheathing Location (inches,o.c.) or lOd Box Nails(inches,o.c.)"' ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY. 5, TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR 12' 6 12 6 12 2"Min, RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR 4'Edge Zone 16 6 12 6 12 Figure 3.7b Floor Bracing Endwall 1/3 Joist RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,NO ATTIC STORAGE IS ASSUMED, 24 6 12 6 12 depth,Max, 1/6 Joist &THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE 12 6 12 6 12 depth,Max. FOLLOWING FACTORS: ! Figure 3.5d Double Joist Under a Bathtub Figure 3.4x0 Joists Framing on a Steel Beam Interior Zone 16 6 12 6 12 I Ceiling Height/Roof Ridge Heel Joint Connection 24 6 12 6 12 { Stu ENDWALL-�,. Adjustment E-Nail spacing at panel edges(in.) - JOISTS { Moisture•Resistant Bridging Height(he/hr) -� - - Drywall Factors F-Nail spacing at intermediate supports in the panel field(in.) r --� -'-� - 1 For wall sheathing within 4 feet of the corners,the 4-foot edge We attachment requirements shall be used. 1/2 2.00 __- 1 3 1.50 2 TABULATED NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS A A �.------ -- .�^ / WITH _ ` BLOCKING 1/4 1.33 0.42<G<0.49 1/5 1,25 3 For exterior panel siding galvanized box nails shall be permitted to be substituted for common nails. BLOCKING-� "• 1/6 1.20 �..- _ _�._ Joist I SECTION A-A Bathtub 1100 I/10 1.11 _ 10 SPANS FOR WINDOW SILL PLATE-WIND EXPOSURE B Three Second Gust Wind S Speed m h CLIENT APPROVALS P ( p ) _.___ .__..__..__ ___. .._...._.._._.._ ___.. ._..____._ .__ __ .___. Block � APPROVED BY: DATE: .06 RIDGE STRAP&COLLAR TIE TO RAFTER CONNECTION-EXPOSURE B TABLE 3.23B EXCEPTION: 120 130 1 ISSUED FOR CLIENT REVIEW 6/26/2017 RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL 1x6 or 2x4 LUMBER ARE NOTE:FRAMER TO Figure 3.1c Shear Wall Offset Double Trimmer Subflooring Q DETERMINE PROPER Maximum Window Sill Plate 1,2,3,4 Joist steel Beam 2 REVISED 2ND FLR.PLAN 6/30!2017 LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE&ATTACHED TO RAFTERS USING 5-I0d SILL PLATE TO USE Spans for Common Lumber Species NAILS AT EACH END Shear Walt 3 ISSUED FOR CLIENT REVIEW 7/10/2017 Size (ft-in) (ft-in) Triple Joists,2x8 or Larger, gist Tension Straps Tension Strap to Figure 3.7a Ceiling Bracing Gable Endwall 4 ISSUED FOR CLIENT REVIEW 7/11/2017 1-2x4(Flat) 6-2 5-8 at Shear Wali Ends Resist Overturning 5 ISSUED FOR BLDG.PERMIT 10/19/2017 ® 2x4 Continuous Truss or Ceiling Joist Table 11. Headers In Loadbear�ng Exterior Walls ay 1-2x6(Flat) 9-3 8-6 ', r d i Lateral brace at 6'o.c. 10d Nails 6 Header Span (ft t �IlkiJtlrtx � Number of Full-Height Studs 2-2x4(Flat) 9-2 8-5 _ " Gable 2 10d Nails at 3. o.c. Uplift(lb.) Lateral (ib.) 2-2x6 Tat 13-8 12-8 End 8 n u tt flat) ® Figure 3.21 Roof to Top Plate Connection Through Sheathing I Truss 12 o.c. 16 o.c. 24 o.c. Blocking Requlred 9 2 2-2x4, 1 -2x6 1 1 1 203 111 1. TABULATED SPANS SHALL BE PERMITTED TO BE DIVIDED BY 0.96,FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. Shear Wall 3 _2-2x4, 1 -2x6 2 2 1 305 166 2. TABULATED SPANS ARE BASED ON 10 FOOT WALL HEIGHTS•FOR TONER WALL HEIGHTS,H, 4 2-2x6, 1 -2x10 2 2 1 406 222 THE TABULATED SPANS SHALL BE DIVIDED BY(H/10) na�ooa� Cantilever Offset Offset �d oo�oaoo 3. TABULATED SPANS ARE BASED ON THE LOWEST F AND E FOR#2 GRADE DOUGLAS �_�_ 5 2 -2x8 3 3 2 508 277 4. of Stud to 5d Cooler Nails at 10 O.C. FIR-LARCH,HEM-FIR,SOUTHERN PINE&SPRUCE-PINE-FIR. ( 6 3-2x8,3-2x12 3 3 2 609 333 4. THE NUMBER OF FULL HEIGHT STUDS REQUIRED AT EACH END OF THE HEADER SHALL BE it of Stud) 2"x4"Block nailed to each 0 7 4-2xi0, 3-2x12 4 3 2 711 388 DETERMINED IN ACCORDANCE WITH TABLE 3.23C NOTE: 1. G,C.CAN CHOOSE METHOD OF ATTACHMENT WHERE TwlstShap Gypsum Board 8 3,125x8.252 4 3 2 813 443 TWO OR MORE METHODS ARE PRESENTED,SUCH AS W OR'Al' .. 20 Gage Strap 9 3,125x9.6252 5 3 3 914 499 FRAMING HARDWARE SCHEDULE, NOTE:FASTEN ALL HARDWARE IN 2. ALL CONNECTIONS TO BE AT EVERY MEMBER U,O,N, 5d Cooler Nails at 7 o.c. 10 3.125x112 5 4 3 1016 554 REFER TO STRUCT.PLANS FOR ACCORDANCE WITH THE MANUFACTURERS /, End of StrapEach FASTENER REQUIREMENTS. 11 3.125x12.3752 6 4 3 1117 610 OTHER SYMBOL LOCATIONS. A Endwall Studs 1 Header is sized to resist a 20 psi live load and a 20 psi dead load for a 40 SF/LF tributary area(36 foot building width two-foot GENERIC NAME overhangs).U lift and lateral loads are from wind pressures. SYMBOL MANUFACTURER PART NO. NOTES REVISIONS & DRAWING ISSUE ; p p Figure 3.13a Corner Stud Hold-down Detail Figure 3.t3b Corner Stud Hold-down Detail 2 Tabulated spans assume 20 F combination glulam with a minimum Fbx=2,000 psi, Fvx=210 psi and E= 1,500,000 psi. -3 Studs With Blocking <3> Rafter to To Plate CS20 (8)8d COMMON NAILS IN EACH g .4 Studs ISSUED FOR BID 8/7/2017 Simpson END. Table 8. Wall Connections for Endwall Assemblies 2A (4)8d COMMON NAILS IN PLATE H - Al Rafter to To Plate 3 Simpson (6)8d 1-1/2 COMMON NAILS IN RAFTER x•t Nuua..a"F'idw.- ._ .,.. ..Wrka{'}.-S.-.Y:ie.�'n4'§ s J'�A�:aSkAA ...' Blocking at 24"o.c. 4 8 10 12 14 16 1$ 20 A2 TOPPlate to Stud SPZ (6) 10d COMMON NAILS IN EACH Stud Spacing i= t�,i' 11F Y 6 g Simpson END. "� 'rI { - i4 'i'•.. ;,7 t t 69t i ;.7 t{ , 'tr / � '4114 V7 art ; Endwall 5 Stud to Stud CS20 (4)8d COMMON NAILS IN EACH D • . • • 6 12" o.c. 106 2 2 2 2 2 2 2 O Simpson END. Sidewall • E Corner stud • ; Hold-down connected tro 16" o.c. _^141 i 2 2 2 2 2 2 2 B 1 Stud to Rim Joist CS20 (4)8d COMMON NAILS IN EACH B • . transfer shear Simpson END. 'i- F Hold-down 2-16d Common z 2-16d Common 24 o.c. � 212 2 2 2 2 3 3 3 N� E -------- C Sill Plate Anchorage CS20 (4)8d COMMON NAILS IN STUD& nails at 10"o.c. nails at 6"o.c. 9 O Simpson RIM JOISTS • • Figure 3.9a CeilingBrace Gable End (10)8d COMMON NAILS IN EACH • • Corner stud O CS20 e, connected to Figure 3.9b Studs and Headers Around Wall Openings-Bay Window Studs and Headers Around Wall Openings Simpson END. transfer Shear Double Top Holddown (1)HDU8- 7/8"0 ANCHOR DF 7870 E Hoarier Plate 20 SDS 1/4 x 2 1/2" SCREWS HF 5665 ' 2E Stud E Simpson SD52.5 ( ) N� ; Bottom Plate 3"MIN,WOOD <Z> Holddown (1)HDU5 5/8"0 ANCHOR MEMBER THICISS �k- Simpson -SDS2.5 (14)SDS 1/4 x 2 1/2" SCREWS PF 665 F Exterior Header Anchorage (1)ON EACH END OF HDR DF 775 REFER TO DETAIL 3.1a HEADER Figure 3,8c Interior Stud Detail Figure 3,8d 70p Plate Intersection Detail PROJECT TITLE: GALANts RESIDENCE Band,ols: Double Header G LSTA 12 FOR ANCHORAGE TO ANCHORAGE ENGINEER SEAL: DATE: 6n3i2o17 - Simpson (10) 1 O BOX NAILS TOTAL HF 665 FOUNDATION, SEE SCHEDULE Full Height-\\ ) E Rafter Header stud Jack stud H Exterior Header Anchors e LSTA 18 (1)ON EACH END DF 9-1 C &PLAN FOR i SCALE: AS NOTED Top Plate O LOCATIONS& - ,,., DRAWN BY: DANIEL G. (op Plata Simpson (12) IOd BOX NAILS TOTAL I->F 797 ,.-'_ - I' � FRAMING PLAN F Upper top plate taps K �' CHECKED BY: T.D.R. Block 1 Exterior Header Anchors e LSTA l8 O)ON EACH END OF HDR DF 1085 FOR LOCATIONS), continuous lower window ) '• t0 late �j DRAWING NO: S"bfloor sui Plata 14 I Od BOX NAILS TOTAL HF 930 •'�.�`,-�. - - O Simpson ( ) p p �� �` Bottom Outlooker Anchorage H2,5A r • •,•• • ti Q, yy Plate O (5)8d BOX NAILS IN EACH END NOTE: `-) I I % 0. �', 0 Simpson PROVIDE -Band fnist Exterior Header Anchorage (2)ON EACH END OF HDR DF 1550 ° Q a ANCHORAGE 1N • `' _ ;-1 ,� lat° a Simpson LSTA 12 (10) l Od BOX NAIL S TOTAL HF 1330 0 °° °4 ° • ' ,a 4.° CONCRETE AS PER Bottom Plata C-2 Post Base ABA66 5/8"0 ANCHOR 4 ° +� °:. ° ° Q t MANUFACTURERS Z' H L 4 4. STRICTEST j 0 Q�� O ENSE Simpson (8) 16d BOX NAILS TOTAL 720 ° a °. 41 e , ° 4 ° ° °• ° ° v °. REQUIREMENTS A -1 O Simpson nCa BC6 (6) 16d BOX NAILS TOTAL 1050 CROSS SECTION END VIEW A&B END VIEW C DRAWING TITLE: P OExterior Header Anchorage (2)ON EACH END OF HDR DF 2170 Figure 2.2c Uplift connections-Load Path NEW YORK STATE Simpson LSTA 18 (14) 1 O BOX NAILS TOTAL (EACx.BF 186> NOTE: 1. CONTRACTOR RESPONSIBLE TO VERIFY COMPATABTLITY RESIDENTIAL CODES WITH ALL HARDWARE FINISHES AND TREATED LUMBER. GALAN I S RESIDENCE