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43681-Z
I.�;a=' �Q\pgUEfal,�coG Town of Southold 10/20/2020 y� P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41548 Date: 10/20/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2195 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-13-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/8/2019 pursuant to which Building Permit No. 43681 dated 4/25/2019 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 roof, to existing single-family dwelling as applied for. The certificate is issued to Giese,Thomas&Garagalo,Paulette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43681 8/28/2020 PLUMBERS CERTIFICATION DATED 7/28/2020 a a an lumbin c. Au riz d ignature o�gOFFOITOWN OF SOUTHOLD 19, BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE 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#: 43681 Date: 4/25/2019 Permission is hereby granted to: Giese, Thomas PO BOX 509 Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2195 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-13-4 Pursuant to application dated 4/8/2019 and approved by the Building Inspector. To expire on 10/24/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ADDITION TO DWELLING $50.00 Total: $250.00 Buildin r 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. S. 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. V New Construction: (' Old or Pre-existing Building: (check one) Location of Property: I �0 oV 0� P&4/o-J7_ House Nom- Street Hamlet Owner or Owners of Property. Suffolk County Tax Map No 1000, Section I Block 0 Lot Subdivision Filed Map. Lot: Permit No. O Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ,V/ (c eck one) Fee Submitted: $ Applicant Signature oF s®U��®� Town Hall Annex ®' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinOD-town.Southold.n us Southold,NY 11971-0959 y' COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To- Thomas Giese Address: 2195 Nassau Point Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 43681 Section: 104 Block: 13 Lot 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dan Wilcenski Electrical Contr License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 1 Transformer UC Lights 11' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches Pucks 3 Exit Fixtures Pump Other Equipment. Fridge, Mini Fridge, DW, W/D, Micro Notes: Renovation of Entry, Kitchen, 1st Floor Bath/ Laundry, Den, Great Room Inspector Signature: \ Date: August 28, 2020 S.Devlin-Cert Electrical Compliance Form As J s TownITBR Annex 54375 Telephone(631)763x1802 P-O. .1 eii` Fax(631)763-950a % mIr971-0959,: - BTJII:DINGD3PA-pT11+1EI�Tft;, ., to V . man 40 .;,. =R T'IF IC"AT " . ., Bli _ hIL_ Moo zI C'r- J :Sy' wal not: 5.2„ - 5 =tial•;' '.,.. p��bb - "`�'�x ,- 'tet`" --- %�%C>Yz, vs:�`, .r ,;*•,r,.s=-",Z�y""�,���?;, s: s-,zf"•�_t+",�i:-f> _�',, ,�=-� ix�°';:�Y',.4._,.,,y"^ �r�,.;a'.-; '�_ i<, - �'•*a _s,7r�'•... ,n,.=- , <`,"- > .r; rr lrit: pr•;,;'.;'< t: _,/, ' t - ASF= - : •- Iease f` - - _ -Aso za ..x' r, a.".`,.:•r"`,' � 7.;,f' •.cc,,+�, '�.s,_,i>., -r, _ ff.'s x•r },• �q Tv EMU!J fy� - '}T - W P„ B.SOIr.' _ co ;N y, ; / f-r'' ', I fir� .»�F, - Oita.- •`ti's" .e ,.7+• Q- '�1!O'+tai' ,q f.,•a n''i t T.Srfl'•..-, , ,�. •�, z�'• C,' , {� Q "'3 •> yt''�v `�w` 'li - - - -t_ a,.c`'-„ _ AMUZ In Slay- ` "stir r' { r 'a - A 7 FF 4 n,r - ,r� r3. - <;.('t.'. y vim- �u.� ,!" tea+ .2•, •4' cfl.y _ ,.frc}'� !.k�- '�Vi':.'•y,i.-- ,`E`!;- 'P•/,`^+ P=ti,N- ;,Y:F ,,.c� r+»-•-c..•Y','. ;•T V" "E:',M" ts;:tir::_. .3 'i v'11; r v:' 7 ,r'ar- 'i.,; "r,ti: ✓.Sa 6., `moo'.. 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"tai,':3;?E A4-,�}- , - - 'g �Y� ti,., 'm �'+�x-3u, 'srvxY-4i`r.^-'.'r^','�:,-r,;��-c'y"^'.;�,,:.-•;.i,'r.;.�?.^ ���+�"" xati;v �-- '%.d1 •, iv.f.- +�,- S`.YS -, ak.,'i •X QTS'-•5 s,..§' 4 :.•_ 1+.:',.'. ',`, :"fix,•=.>•4•.U,s'�i'd''$'•�-•�',iI'S:iso?-,''�,w.,+`")Sa�r' `�i-.;��EY' '.*%_ ^4^ y�.;;5., ,�`a'' '�''^•u, d.'y-"V ,.Jy�a�L-s�"*e '1.p��; . ,. - :' "Y3 -S+ig,'�+���r-'r-n,""-',''7i�=J3r�`,ibirirn .+x.,, �W�%'',F;.s$`1:',i1''c3,•.' r,� - OF SOUlyo6 * TOWN OF SOUTHOLD BUILDING DEPT. ioum, 765-1602 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: ff Y�nl g vy DATE �_ o INSPECTOR OE 50U1y0� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] 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 INSPECTOR SOF soul # # TOWN OF SOUTHOLD BUILDING DEPT. 765`1802 INSPECTION [ ] FOUNDATION IST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [Y] FIRRESISTANT PENETRATION ELECTRICAL (ROUGH) [ CTRICAL (FINAL) CODE VIOLATION [ ULKING REM RKS: �y az.-�, * -C*4111 (IVV- 6 DATE INSPECTOR log.) OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. °`yrou�mm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST .[ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Lf k<04 ® - DATE INSPECTOR j �— - s NAri" # TOWN OF SOUT-HOLD BUILDING DEPT. courm '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: t4 �� ARC� / n if A DATE �i Z� INSPECTOR G+-- of FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) • �y ___________________________ ......... 'FOUNDATION (2ND) fieALIO � CID ROUGH FRAMING& PLUMBING H ilk 'polpi"Jo -J6 i — 1/ INSULATION PER N.Y; ,3 STATE ENERGY CODE FINAL � ADDITIONAL COMMENTS r �► z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11,971 " 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ,e, . I� 2 /_Q Survey Sautholdtownp .gov y ;u PF,-VMIT�NO, " 1 J��QO'I :'`°I: Check Septic Form' ':. N.Y.S.D.E.C. �--� Trustees 0� n� C.O.Application ((� \�V/ Flood Permit Examined 204 Single&Separate D % Truss Identification Form APR _ 8 2019 Storm-Water Assessment Form Contact: Approved ,20 � 'Mail to: (r✓ �i _ff ' TOWN(jF SOMO T Disapproved a/c Phone: Expiration 20 Y --Buil ' Ins ctor APPLICATION FOR BUILDING PERMIT Date " d r , 20 INSTRUCTIONS a. This application MUST be completely filled in.by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship td 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,Ge'rtificate,of.;Occupancy. > ? £-;Eveiy`•building,permit shall expire if the work authorized has not commeiieed`w�itliin•12;moq'ths after the date of — 's y I♦ Y `tl issuaneeaor,h'as,not been completed within 18 months from such date. If no zoning amendments dr other regulations affecting the 'prQperty,havD be6n enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafte-r,a ew permit shall be required. "APPLICATION IS HEREBY MADE to-the Building Department for the issuance of a Building Permit pursuant to the Buildin'g'Zone Ordinance of the Town of Soutli'old, Suffolk.County,New York, and other applicable Laws, Ordinances or Regulations,'for the construction of buildings, additions, oi,alterations or for removal or demolition as herein described. The applicant agrees to•comply''with all'applicable laws,ordinances,building coda,housing code,and'regul'ations, and to admit authorized,inspectors on premises and,in building for necessary inspections. (Signature of applicant onname,if a corporation) (Mailing,address of applicant) j State whether applicant is owner, lessee, age t, architec ngineer, general contractor, electrician, plumber or builder Name of owner of premises " (As on the tax roll 6r• atest deed)_ If applicant is a corporation, signature of duly authorized officer (Name and-title of corporate officer) 4` Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio of 1 - d n which props d,work wi 1 be done: N4 House Number Street Hamlet County Tax Map No. 1000 Section4�__Blodkl i Subdivision Filed Map No. Lot j t 2. State existing use and occupancy of premises and i tended use a �qcXancy o roposed construction: a. Existing use and occupancy . b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration_ !� Repair Removal Demolition Other Work ia4 (Description) 4. Estimated Cost ° `t IF ed I.; t., (To 6edpaid on filing this application) 5. If dwelling, number of dwelling units '–Dumber of-dwelling uniUaeach floor If garage, number of cars j 6. If business, commercial or mixed occupancy, specify nature anclretEnt%(Aeach type of use. o,aH ri u vl' il',`i`v OT 7. Dimensions of existing structures, if any: Front Rear Depth He Numb f Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories i 8. Dimensions of entire new construction: Front Rear Depth Height Num of Stories v 9. Size of lot: Front Re Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which,premises are situated_ I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOZ i 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES-NO I ? I 14. Names of Owner of pre ises Address Phone No. J 7 67 Name of Architect cs Address Phone No Name of Contradress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUI 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—0� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF rc L'' being duly sworn, deposes and says that(s)he is the applicant (Name of i divi ual signi contract) abov named, (S)He is the (Contract ,Age t, 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. I Sworn to�> ore me this day of Ap r 20t%_ Notary PublL /\ YER NOTA PUBLIC,STATE-OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY �] COMMISSION EXPIRES JUNE 30,2Q'O\ Scott A. Russell S7C'ORMWATIER SUPERVISOR MANAGEMENT SOUMOLD Wem Hall.-P.o_soot]7.74 +j ��-mol ,MW_f0X um Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) ' DOES TMS ]PROJECT INVOLVE ANY OF THE FOLLOWINQ Yes No CCHM ML THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to - 100 feet of horizontal distance. 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 FHW-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 raf tha q 11 abare,SIMM Complete the ApplicuiL seedw bddow with your Marne, s4 u dwe,Contact Mien,Date a Cvmngr Tam Map Number! Qapter 2W does not vift to your pvju- If yam answered YES.to one or mom of the Awe,please submit Two odes of a Starmwater Managetmmt Caatrcd Plan and a cams ldW Check Ifst Form to the Bwldina Department w1j5-7m BWlftg Pmt APPn - APPLICAN f: tPiop�rty oma,; Fkdc=onai,A�Cerus ar,othed S C.T.M. $: 1000 Date NAME: 4 Block Lot �h� FOR.)BUILDING 7A ;:RENT USE t�NLY" ' c«um anforrmiiam 1!( Reviewed By: Ij — — — — — — — — — — — — — — — — — — Dag j I Pro dd ess/ Location of Construction Work — — — — — — — — — — — — — — - — — ,� �'2 Q(:W:oErw%ard rn' ed for processing Management Building Permit. ,J 7f AlfJ-14-il Pro11.4 imwater Management Centro!Plan Not Required. water Management Control Plan iS Required. to Engineering Department for Review.) FORM I SMCP-TOS MAY 2014 i ez Sr ti4'ffA&- Poioo-T OW APPLICANT• S.C.T.M.# 1000 CHAPTER 236 (Property O., Design Profess" Agent,Contractor.Other) —> O k , Z Stormv�ater Management Control Plan CHECK LIST NAME- Section B� Lot S M C P -Plan Requirements Provide ONE copy or the Building Permit Application. rxa:rnm rG/�����Z Dat `� 9 � * The applicant must provide a Complete Explanation and/or Reason for not providing �����rc J _+ TNS Q j all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. EROSION of the Site Boundary as required by§236-1702). ';h;ill inclaide but not be limited te, d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. ' f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) ' g. Location of all existing& proposed structures, roads, See of inactive soils. driveways,sidewalks, drainage improvements& utilities. EF h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 115,01i vaLj j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). ../ 1. Location of proposed concrete washout area(s). ✓ M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. Contact 105 Engineering at Ibb-150 before 3. Details&Sectional Drawings for Stormwater practices are required for approval. Backfill, OR Provide Engineers Certification Items requiring details shall include but not be limited to: that the drainage has been installed to Code. a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. x c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales etc.) **** FOR ENGINEE N DEPA TMENT USE ONLY**** Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — - - - — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: Z� I ® SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 \X -46 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 1 9 2020 Town Hall Annex- 54375 Main Road - PO Box 1.179 Southold, New York 11971-0959 Telephone (631) 765-18.02 - FAX(631)-765-9502 _ roper.richertMown,southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 4, �� � cam,. S pcv' Date: - - 2,o Company Name. Name: License No.. --2 .2 3 - �� email• s 14 Caa , VLL Address: 9 91 Phone No.: JQS SITE INFORMATION: (An Information Required) Name: G 1 •� ddress: .Z S_ S S a� �?.P c Cross street: L phone No.: Sidg.Permit P. 5• email: IT Map District loo Section: �0 Block:- Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) i �,✓ / ; Circle All That Apply: Is job ready for Inspection?: �/ NO Final Do you need a Temp CerBficate?: YES s(::::::::::;�Rough toued On Temp Information: (Alb information ) Service Size 1 Ph 3 Ph A Id Meter# New Service-Fire Reconnect- Reconnect-Servi econnected-U ' ergro - verhead #Underground Laterals 1 H Frame le Worts done S ce? Y N Additional Informatio PAYMENT DUE WITH APPLICATION e2-Request for Inspec8on Formids i 1 • PERMIT# 1/� ' Address: Switches Outlets r l N ; I GFi's Surface El r Sconces HH's . UC Lts 6 Fans Wf Fridge 1 HW v V Exhaust I Oven G�,S Dryer �&4— Smokes DWI Service Carbon Micro I Generator Combo I Cooktop Transfer AC I AH I I Mini 4 rl _ - - • Special: ° �e— ' Comments. '�c.�i � �" 1 • r � 2, g�1ffol c BUILDING DEPARTMENT-Electrical Inspector h .� TOWN OF SOUTHOLD ;`"� '.'f._^ ;r'111}1 Town Hall Annex -54375 Main Road j-1 p� 66 �'t f9 �' �,y • Southold, New York 11971-0`iv9 Telephone (631) 765-1802 - FAX(631i) 765023 2019 roger.richertatown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: d J(- i° Date:----7- 3/ Company Name: t Name: License No.: �f ) Z3-yw� email• �e J CIz..j-e7 c,44 4f gil.a ce Address: Phone No.: - Z--3 �- JOB SITE INFORMATION: (All Information Required) Name: c G i e, '5-c, Address: Cross Street: � 5w— Phone No.: BIdg.Permit#: _ ��-i e") email: Tax Map District: 1000 Section: 1by Block: 127 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) (,,A 6_nom, ��Y V'Iy�cl-, Circle All That Apply: Is job ready for inspection?: YES NO3ough Final Do you need a Temp Certificate?: YES/ NO Iss On Temp information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fre Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION d 1,011 f 82-Request forinspecdon Form ads n„ C�— �1ff BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD "' ""`y{ = j"7 i �� f � Town Hall Annex - 54375 Main Road x�-� 9 Southold, New York 11971 9 Telephone (631) 765-1802 - FAX( 7652.023 1 2019 roger.riche[!@town.southold.ny.us , APPLICATION FOR ELECTRICAL INSPECTION TONVIN OF SOUTHOLD REQUESTED BY: ` c L I• Date: —7-31 Company Name: t Name: 'Da, License No.: L f'� Z�_M—,L✓ email: Address: . o -f 0 ` " Phone No..• - Z k - G -Z-F dOB SITE INFORMATION: (All Information Required) r, Name; e -cr Address: FA- �-- Cross.Street. Phone No.. BIdg.Penrit Tax Map C7�istrict: f"©OQ Scion: D Block: 3 L-ot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1, Ai n ��� Yc�r r L' Circle All That Apply: Is yob ready for inspection?: YES NO ough In Final Do you need a Temp Certificate?: YES! NO Iss 'On emp Inforination: (All Infbrinadon required) Service Size 1 Ph 3`Ph S1129: A #Meters Old Met®r# New Service- FIre.Reconnect-Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �J U �7I If� � 1 . 82-Request for Inspection FormAs n„ C�— A �/ 1 PERMIT# 6-th C,n Address: Switches Outlets ti GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: l Comments Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 i P.O.Box 1179 ft Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE`°CONSTRUCTION. PRE".ENGINEER, —;WOOD-CONSTRUCTIONANDIOR.TIMBER CONSTRUCTION Date:=-- 6 4-/ -- Owner: 1 S Locatiori of Pro ert Z r P Y� Please t e 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) T� 7 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) Signature:, _ _ Name (person submitting this form): _ -- CWyvf Capacity(check applicable line): Owner Owner representative - TrussReg15.docx Effective 1/1/2015 r -- 6" .D I.A;.M ETEER = - - t II REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 , �f t > t. f 3 _ � ,E f i /21 "STROKE _ The construction type designation shall be g991 gjg7 5 stli 7!' iifflor 46vil to indicate the construction classification of the structure under OESIONATIO.N FOR, $T 'UCTURA;L, section 602 of the BCNYS C(1MPOkEN TS,'T AT ARSE OF TRUSS., TYPE CP'NSTRIliCTION � F„ ,r FLOOR FRAMING, INCLUDING t. Ill GIRDERS AND BEAMS mix LL 77 ROOF FRAMING IUMINNI, 3 �cFIR �� FLOOR ASID ROOF FRAMING STANDARDS AND CODES I a I I i i I i -- - - - - -- 5,- S 78035'20" W - - - - - - - - - - - - - - - - - - - p / \ ROOF AREA:720.5 SQ.FT. 0100%/2"PER HR.-120 CU.FT N INSTALL:B'dia,3'deep DRYWELL dp N ; \ _ / (CAPACITY:126 CU.FT.) N ON 2 , EXISTING ROOF (3111% O TO BE REMOVED Z) j // `4z AND RE-BUILT z H 0 G EXIST. STONE NECK I /// h°� WALL 6 A Y � // EXISTING ROOF 3'(TO ROPERTY) TO BE REMOVED lie AND RE-BUILT � L u (TO BULKHEAD)Lu ���� h • •�aO� RICKLu , I M I I ROOF AREA-304.5 SQ.FC. (x2100%/2"PER HR.:51 CU FT. !V} ��'� n V J I INSTALL-6'dia,3'deep DRYWELL Q p I (CAPACITY:67 CU.FT.) I TOASOIL L^ N CONC. OCPTIO WASHOUT NOT NEEDED 00 (NO CONCRETE WORK) L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - N 78036;'20" E I (� HAY BALE OR SITE E �, SCALE: 1" REScheck Software Version 4.6.4 IN .U Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/AE}eot: Designer/Contractor: /� /� /��r-4 Mark Schwartz,Architect ,G I FSE t LC> P.O.Box 933 p�^^ �- � Cutchogue,NY 11935 PIT /• 2 631-734-4185 mksarchitect@optonline.net • e 'r • :e e Compliance: 22.2%Better Than Code Maximum UA: 41 'Your UA, 36 Maximum SHGC: 0.40 Your SHGC: 0.31 ;The!o Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. [1t DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Assembly or Cor" U-Pactor UA_ Perimeter 11-Value R V11je Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 130 Lth 19.0 0.043 6 Wali 1:Wood Frame, 16"o.c. 355 19.0 0.043 14 Window 1:Wood Frame:Double Pane with Low-E 36 0,290 10 SHGC:0.31 Ceiling 1:Flat Ceiling or Scissor Truss 130 21.0 0.044 6 Compliance Statement The proposed building design described here is consistent with the building pecific ions,and other calculations submitted with the permit application.The proposed building has;4ee�Aesigned to mee5 1 C requirements in REScheck Version 4.6.4 and to comply with the mandatory requiremen Ir� heck Inspection Checklist. M4211L ScHt4/4-1ZVH(L-04f Name'-Title _ �- Si 1 is +' ;_f Date t Project Title: Report date: 04/15/19 Data filename:C:\Users\Drafting Station\Documents\REScheck\GEISE-GARAFALO.rck Page 1 of 1 REVISIONS SITE DATA: SCTM # 1000-104-13-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 37253 SQ.FT. 0.855 acres APPROVED AS NOTED - - \ DATE: s B.P.#_ COMPLY WITH ALL CODES OF WETLANDS: 3000 SQ.FT. FEE: BY:_42 NEW YORK STATE & TOWN CODES BUILDABLE: 34253 SQ.FT. 0.786 acres - - NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF GROUND DISTURBANCE: 9600 SQ.FT. 765-1802 8 AM TO 4 PM FOR THE " FOLLOWING INSPECTIONS: �j©0 00 1. FOUNDATION - TWO REQUIRED I'" 0ARD *_w v EXISTING HOUSE: 1810.2 SQ.FT. 5.3% FOR POURED CC'JCRETE ��� 2. ROUGH - FRAMING & PLUMBING 8eUT '6EB TOWN TRUSTHEXES 3. EXISTING POOL: 640.0 SQ.FT. 1.9% SOLATION , - - 4. FINAL - CONSTRUCTION MUST EXISTING PORCH: 24.5 SQ.FT. 0.1% BE COMPLETE FOR C.O. - - ALL CONSTRUCTION SHALL MEET THE EXISTING DECK: 258.3 SQ.FT. 0.8% REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EXISTING STOOPS: 59.5 SQ.FT. 0.2% _ �C SIGN OR CONSTRUCTION ERRORS. aC U Ln DRAMAGE INSPECTIONS ARE REQUIRED EXISTING GARAGE: 379.4 SQ.FT. 1.1% J In Contact TOS Engineering at 765-1560 before ''J zi `D Backfill,OR Provide Engineer's Certification BULKHEAD DECK: 172.0 SQ.FT. 0.5% that the drainage has Wen installer!to Code. x DRYWELLS 8'X3',6'X3' - 8 CU.YD. 4 CU.YD. U OCCUPANCY OR E IS UNLAWFUL WITHOUT CERTIFICATE ELECTRICAL TOTAL: 3343.9 SQ.FT 9.7% 8 CU.YD. 4 CU.YD. INSPECTION REQUIRED OF OCCUPANCY MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: MAY 27,2015 Q% S 78035'20" W - 369.81' x1sx/ z o - - - - - - - - - - - - - - - - - - - - o���-� o.{ z Q / \ ROOF AREA:720.5 SQ.FT. / a @100%/2"PER HR.:120 CU.FT. QI N INSTALL:Vdia,3'deep DRYWELL N _ (CAPACITY:126 CU.FT.) M W • 1 C11 G ROOF m —r i// 00� TO BEEXISTREMOVED UTILITY ' N Q AND RE-BUILT v , , POLE � � O M EXIST. o „' �-�-' EXIST. GARAGE H 0 G Z 1 STONE /%' �°h—°- WALL NECK ,8.,' BAY / z EXISTING ROOF 3'(TO ROPERTY) TO BE REMOVED `�° EX. STONE W Yo II III 1\ANID RE-BUILT ALK E WALL 0 V 5 ( O BULKHEAD) gR1C CCLI O Z. p �O CONSTRUCTION 0 ENTRANCE 0 G sx • �- M I I ROOF AREA:304.5 SQ.FT. @100%/2"PER HR.:51 CU.FT. tV� tVL >'" n O INSTALL:Baia,Tdeep DRYWELL II F n I I (CAPACITY:67 CU.FT.) � / — � � W EX. STONE to z u i O I CONC. LOCATION WASHOUT . _ I WALL NOT NEEDED i ♦� 00 (NO CONCRETE WORK) I V ' O N 78036'20" E 378.81 a " Co ► fi,lr w z v 11 ; 111 g,.�. ; .,� _•� rn c+ HAY BALE OR SILT FENCING � ,���� S�y`� Tryy nt. DRAWN: MH/MS SITE PLAN t: ;� � �' SCALE: I/4"=1'-0" i w ��•' 1 JOB#: SCALE. " = 20�-0� ® �� srt ,�»�� March 28,2019 1 �. r'` - SHEET NUMBER: 33 ,&�" �. S- 1 REVISIONS - o e 77 I Hill 11 1-11 1 UL 1 11 1 1 1 1 1 1 11 11 1 1 1 lr`TL �- o ti ti N H � ^ K w z 0 x FRONT ELEVATION C#n w z o SCALE: 1/4" = 1' O a H aw � w c7 H z � Ho � w w W O OD O o ° -t� ° w Z Z w o � ao a = !n U U um W z Lo 04 DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 28,2019 \4'A � ` t ��' ` a SHEET NUMBER: EXISTING FRONT ELEVATION ; SCALE: 1/4" = 1' REVISIONS 7�f J ��x V00 DO 0 r LAU I Ll N i U ^ M _ o RIGHT ELEVATION SCALE: '1/4" = V02 � w H � x w W Un 0 Y O Q O W � Z Z_ w O � a C7 = O 2 Q U _ . .. c w Q U ��.-ti`MN Ar ,. .p 0 --1 CV DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: -. — 1 4 March 28,2019 SHEET NUMBER: EXISTING RIGHT ELEVATION A-2 „ SCALE: 1/4 = 1 REVISIONS 00 �Qo 000 TF� -110 Eill 0 r N _ � N U o Z Lo u z 0 x e, 4 D D 4 REAR ELEVATION z a o SCALE: 1/4" = V ° W � w w W 0 --- — 0 ¢ O � � z z w O � a � Is y \`� W z lz Q" w DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 28,2019 SHEET NUMBER: EXISTING REAR ELEVATION A-3 SCALE: 1/4" = V REVISIONS OO°o 00 0 IJTL�" 0 r, r~ N ^ N � M T LEFT ELEVATION SCALE: 1/4" 1' Z o 0 aW � w � w � w w W Y O Q O Qr w z z w o cr � = Q Or U U) W z � ID x�scyt N s�O� -9� 0 y. DRAWN: MH/MS SCALE: I/4 —I-0 d d► JOB#: �4', c 46eKsv March 28,20l 9 SHEET NUMBER: EXISTING LEFF ELEVATION e.•�r ? SCALE: 1/4" = 1' A�4 REVISIONS ---------------- --------•••--•••.............. 10 / o U Ln .......................................... 44 U EX,(2)u - Z%8 GIRDER -Z Raa= --- --------- EXISTING FOUNDATION PLAN SCALE: 1/8"=1' C C F-� Z ------------------------------------------------- MP D—I ...........................P.......---..................P............._._............ --------------- -- 11 11 Y --- ------ -------------- 11 �o r U) Lo a) C\l VIP A N S DRAWN: MH 1 MS -A SCALE: 1/4"=I'm0" EXISTING IST. FLOOR PLAN SCALE: 1/8" V JOB#: 4' OIL( March 28,2019 SHEET NUMBER: OJT pq A�S REVISIONS i A B O00 00 0 N N 1 i BUILD UP FLOOR SYSTEM N� a TO BE FLUSH WITH HOUSE M ti 1 SISTER 2X12 TO EXISTING (ASSUMED 2X6)JOISTS v Z y v m 00 ADJUST AS NECESSARY ;t n s 1 � U � i �G c, 1 1 I 1 1 I I I I I RAWL SPACE � I I CRAWL SPACE 1 1 1 I Z 1 1 I P GC TO VERIFY Z EXISTING STRUCTURAL ' ,SUPPORT UNDER WALL ABOVE O A- 1 o1 1 I 1 W Q 1 1 z ' o 1 ------------------------------------------ ❑ I w LL 0 I rq O I '- ' ---------- EX.(2)2X8 GIRDER - --------------- I W _____________________ ________________ 1 0 tLLo 1 ILL CN I O 1 ' 1 N SEPTIC I I T-0"BLOCK FOUNDATION I Q 1 I O D }- I O1 1 I 1 W N I 1 1 1_ z I 1 I 1 Z X1.1 1 ———————————————————— I 1 1 O D 1 1 v a � A : B Q � v Q �Mr L U FOUNDATION PLAN . , w �` F--a SCALE: 1/4" = 1' �� �ti`'�5 - N4 �'`� '�.h/, DRAWN: MH/MS SCALE: 1/4"=1'-0" •�'��R�, t> a .,._, JOB#: March 28,2019 SHEET NUMBER: - PICS , A�6 REVISIONS B 0©OoO°o o© A)— (3) (3)2X8 DF#2 HDR (3)1-3/4X9-1/2 ML HDR (3)2X8 DF#2 HDR d N RE-USE EXISTING DOORS M a m cc Q N r', R' OZ r — — — — — - r — — — — — -i � � o p rot _ 0 Q I BUILD UP FLOOR TO BE FLUSH WITH HOUSE I N Z V- W v' f I WALL HEIGHT TO MATCH HOUSE(8'-0") 1 m 1 m �• o (REMOVE AND REBUILD WALLS) 00 -14 X W O I I REPLACE ROOF I I U NLu Y I I m v �v CATHEDRAL L ._ _ _ _ _ � CEILING --------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- EXISTING BEAM AND POSTS STRUCTURE TO BE CONFIRMEND EXISTING DEN NEW CATHEDRAL CEILING EXISTING LIVING / DINING 11 o z z EXISTING DECK14 = - - - - - - - - - - - - - - - - - - - - - - - �...i UP - - - - - 00 - - - - - - - - - - - - - - 0 O O EXISTING o BATH NEW CATHEDRAL L CEILING EXISTING KITCHEN - EXISTING ENTRY EXISTING BEDROOM w NEW CATHEDRAL CEILING 11 O it O D II 0 W ---- ❑ Q; O W r�TT � Z .................. 1+1 - _Z j O EXISTING PORCH ? p 0 0 rh < V A B W z � W ` ilk. f-0 `r 1ST. FLOOR PLAN fg�,��` N s��`L� DRAWN: MH/MS G� Y .$, SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' � $!�.+ '�,' JOB#: �w March 28,2019 SHEET NUMBER: , 23A�7 REVISIONS v0 0 ©O°o °O© 0 -------------------------------------------------------------------------------------- I t 1 I o I I ti I 1 N i I �n s U b I 1 I I 1 I I I a CXW24 CXW24 CXW24 REPLACE EX.WINDOW REPLACE EX WINDOW REPLACE EX.WINDOW EGRESS- EG ESS- EGRESS- + NEW ROOF ABOVE cD EX. BEDROOM EX. BEDROOM N EX. BEDROOM 4 REPLACE EX.WINDOWS v CENTER OFF DOOR BELOW Q a O t I � w r EX. HALL 0 /\ EX. BEDROOM w 07 EX. BATH EX. OFFICE O Q Y DN REPLACE EX.WINDOW O 0 O EGRESS- Q 771 o CXW24 z Z Z W CL C.) 2ND. FLOOR PLAN Q 0 co �_ SCALE: 1/4" = V W z 0 �* w cq l' DRAWN: MH/MS SCALE: 1/4"=I'-O" a � At � JOB#: } ` March 28,2019 SHEET NUMBER: REVISIONS 1 A 60 ©o o©� I I I I o N 1 1 1 1 H M I I I I cI LL LL co( (2)2X8 DF#2 00 mI (2)2X8 DF#_2 Co x x x Ix qJ w z N 1 1 N N 1 N N N N 12 trsj O S yl oc VELUX I v VELUX I y 2 © 12 aC, 1 SOI SKYLIGHT , , SOI SKYLIGHT , ✓ s `; ti`s U Cn I I CUTBACK 2'OVERHANG I z ROOFING TO 6"OVERHANG r Iit 9 _o' I I 1 � VER WINDOW BELOW � 5Ti1LL 2X6 RR EXISTING ROOF TO BE V @16"OC �� REMOVED C RAISE CHIMNEY H AS REQUIRED 00 GF�.o N sy0 ti EXISTING ROOF O d (3)I-3/4X18 ML RIDGE r a w O zc 1LLL EXISTING ROOF 0 Y EXISTING ROOF TO BE REMOVED O 0 0 W Z z_ W O � a 00 Q U W z � ROOF PLANLo B .,gid=::::.v;�,•�. �• w 4 ` C,I,- H N ( SCALE: 1/4" = 1' '� � - * DRAWN: MH/MS SCALE: 1/4"=1'-0" �� {{ JOB#: March 28,2019 4 �C� `;_-333 SHEET NUMBER: REVISIONS N EXISTING CEILING JOISTS EXISTING CUT BACK OVERHANG 0 FOR EGRESS WINDOWS OFFICE EXISTING BEDROOM - ----- - . ------------- -- 12 ----------- - - -- ROOFING TO BE INSTALLED OVER ICE SIDEWAL MIN.12.SPH UP DF#2 RR@76"OC o EXISTING FLOOR SYSTEM EXISTING BEAM IF > w INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD:TAPEZLn ., U y Ra PER MANUFACTURER'S INSTRUCTIONS:SEALANT APPLICABLE): HEAD FLASHING;AIR SEAL WINDOW AROUND Q (/� d o BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH I FBASED ON RISK LYINSTALLEDNON-EXPANDING • EXISTING KITCHEN EXISTING LIVING ROOM IT MUST BE CHEMICALLLY COMPATABLE WITH NG FOAM SHOULD NOT FILL THE SILLPAN. 00 Q HOUSEWRAP AND FLASHING. }, U tt of WINDOW WITH HOUSEWRAP DETAIL w FLOOR ISISISISIM 'EXISTINGFLOOR SYSTEM EXISTING FLOOR SYSTEM SISTER 2X12 TO EX.FJ TO BUILD UP FLOOR EXISTING 74 EXISTING EXISTINGO FOUNDATION FOUNDATION FOUNDATION 0 F- U W U � W U Q � SECTION A-A w SCALE: 1/4" = V (3)1-3/4X18 Z ML RIDGE a H W 12 ------ ----- 2X8 @16110C ----- ------ 4 rl n 2X70 D�#� • • • • �_ �z RR 0761�C „�,�: ��. � 1 'r i• r I i y � �• I I I � I � IN.EIIEIX+EM IfNGR1 10 ]In EIBEdACM IfNGl11 ]6'OC � I l i 1 I � 1 i 1 ,\ o , ♦ IN r U-A1�91F 10 ti 1 J j � ° w F- ♦ P t` 1 / \ \ / I xo a Nwo°nsa swa I \1 1 ( 11l Ex+ if O W ww� ,IIII „� a (_� ® TYPICAL WINDOW OPENING 1°www: ( 1 I y 111NNN!l���111111111 �1UNNN�,INNYNII PANEL SPAN EQUAL OR SMALLER fl THAN 4 FEET u+ aw IV. \ \ i a.wamMEurlacn, � EXISTING FLOOR SY! PICA DOC IOPENING PANEL SPAN GREATER THAN 4 FEET z-n+mss:mes mr«Ecim w ewo°ouuw , AND EQUAL OR SMALLER \�`EI'�`rzen inn wi w� u ensE°wroioa wlm ex. Q /1 GC TO VERIFY EXISTING STRUCTURAL THAN 6FEET ,�,w1YpY�°� LnEMBFDMEXIIHIGM G V SUPPORT IN FIELD FOR RIDGE E �/� TYPICAL MULTIPLE OPENINGSD PHO°"° '° V 1 Lf) Frt°E°n[irt IB�Gfx PANEL SPAN GREATER THAN 6 FEET r T l AND EQUAL OR SMALLER EXISTING EXISTING THAN eFEET N FOUNDATION FOUNDATION WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �1 �,d„ .; jv~ AS PER SEC.1609.1,2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Q► ^^ !"y' WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16- O'c~ 441 N • • AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ` I,A 1��*0..;' _ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �Ly` Y "t DRAWN: MH/MS CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. `sl_�'•Y _•a.�l� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. L J 4 ASCALE: 1/4"=I'-O" SECTION B—B. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. JOB#: �$ March 28,2019 SCALE: 1/4" 1� SHEET NUMBER: = � @ r �:�•; � � : as3 A- 10 REVISIONS c WIND LOAD PATH CONNECTION AND C ONSTRUC TION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD BOTTOM PLATE ENDWALL CRIPPLE STUD fk—. o RIDGE BATHTUB LEDGER DOUBLE JOIST —� HEADER SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDSSUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WTH THE FLOOR o 1 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA72 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2X1O LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC d THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD n THROUGH-ROOF EXHAUST (y m H WALL STUD VENTS SELECTED AND LOCATED BY CONTRACTOR S U 2 0 u � m oho VENTILATION CHANNEL METAL STRAP AS REQUIRED U RIM BOARD RAFTER RAFTERS MAINTAIN U r� VENTILATION WOOD JOIST co Izs SILL PLATE(S) 1O TOP PLATE BLOCKINGx4LED ER BLOCKING FOUNDATION 2x4 SOFFIT JOIST R ATTIC SHALL BE PROVIDED WITH A FASCIA STAPPING TO BE ATTACHED TO WALL STUDS 048"OC MINIMUM NET FREE VENTILATING AREA AND ALL WINDOW/DOOR OPENING JACK STUDS NOT LESS THAN 1/150 OF THE AREA OF GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT INSTALL 4'0" O.C. RESISTANT METAL MESH WITH MESH � � CONTIN. SOFFIT/ EXT. PLYWOOD 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS + OPENINGS OF Va INCH IN DIMENSION. ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE INSTALL 4'0" O.C. i CONNECT TO 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS i 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS / ` OVER BEARING WALLS AND HEADERS NSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYCOWN ANCHOR CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER ON ALL OPENINGS ' i 2ND. FLO R WALL - i RAFTER z \i� z WOOD JOIST O H TOP PLATE GIRDER/HEADER u WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD z z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION Q INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION A'PLICATION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. ON ALL OPENINGS RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS INSTALL 4'0" O.C. CONNECT OVER 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE I �� TERMITE SHIELD SILL GASKET � 1 I r � I rTl CONC. SLABV� '` , �•L•� TYP. CONC. FOUNDATION � A 6 MIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL • ` I I 6MIL POLY ON EXTERIOR V • `p - ' ` ' STEEL COLUMN •p n � q q o .r • � 1/ I I I��. ., v O CONC. SLAB I p ` ' v ANCHOR BOLT EMBEDMENT: �• O o p POURED CONCRETE: 7" ° C A i COMPACT FILL BLOCK WALL: 15" �� Y • V o r •p i 1 " i p w � KEYWAY FOOTING A ° V • • q • o ` O �'p c- 6, CONC. FTG. 'p Q'p C USE WITH 3x3 SQUARE WASHERS O �••• • ) :p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT O DRAIN TILE D SUPPORTING MAXIMUM SPACING - � rTy W SILL PLATE TO FOUNDATION 1 STORY 72" OC r Z (CRAWL SPACE ORFOUNDATION) Z SILL PLATE TO FOUNDATION 2 STORIES 36" OC O TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL_ SPACE R FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. a WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' OC 0 S AB-ON- RADE �—SUBFLOOR Q� (n ' DOOR FRAME JOIST ' Q 0CONC. SLAB GARAGE W Z 6X6 10/10 WWM DOOR USE 2X8 STEEL BEAM Lh COMPACT FILL I FOR BLOCKOUT W ^ 4" SLAB W/ 6X6 WMM SLOPE NOTCH JOIST AND ADJUST HEIGHT ~� N P.T. PLATE �� < , Q, • n 4"DRIVEWAY —�► (WITH A NAILING PLATE IF NEEDED) T ,• 7 1 2"• •. •• • TO BE APROX. 1/2" OR HIGHER THAN " p, •• • • • •' STEEL BEAM TO ALLOW FOR SHRINKAGE +�.►"'r r"�r�+j t; `� D °o O , ; •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNS "At"O `A 1? a 6.�• p •° o•°. • .. ' $ CA DRAWN: MH/MS RAD ••p•• D�4�'p-- �—•'j-- —�-- G :• = e q " ',7' p 12" ' I/4r– -0 n 6X6 W.W.M. ; q • —q ° II—II JOB#: MN. ti5C• I q � REINFORCING BAR ' q ° s D s REINFORCING BAR �. -moi •° • , O C PLAT-z IEE BEAM) �t MBH rch 28,2019 DRAIN TILE U r � SHEET NUMBER: 1 • 4L • r TYPICAL CONC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT ��, REVISIONS TES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NO1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PERTABLE TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT ACOMMON JOIST construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END I NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 t 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NOTES GAURDRAILS ANY DIRECTION 200 NAIL NAIL ti construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt Q TP PLATE TO PER FACE NAIL OU specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION a anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE G m ' 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGES � 0 2 w Ln 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Uior 2-16d COMMON °; r4 or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior Vj () STUD O.C. NAIL Sym.: 144 attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v Q z d 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. s such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER lbd COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS � � U N in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6Typell exteE If rior wallAshallALL me meet CONNECTIONS: of table 3.15a-b times the appropriate BOTTOM PLATE TO: FOUNDATION NOTES: FLOOR JOIST,BAND JOIST, 2-16dCOMMO PER SFACE EE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3-16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER DERLANT FLOOD ELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 11 YES 2.4.4.2 and 2.2.4 respectively. - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4•Bd COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-Sd COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 3-15d COMMONNOTE:2 FOR PANEL FIELD � anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W 6"maximum lifts(layers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:13 O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL 806 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES Q Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-Sd COMMON �'� Z JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END Q� O All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONF�=)I U the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMONw Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g I 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with 6>0.49. F_ into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL Z 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. U below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P S' STRUCTURAL PANEL 8d WfCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. NAIL SPACING NAIL SPACING AT INTERMEDIATE CEILING SHEATHING: SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) where needed. GYPSUM " O.C.EDGE NOTE:2 FOR PANEL FIELD 7 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 1 O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6}.Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored W NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall O 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMO, Y 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSllM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD O O 2 .Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. >- 7). 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) f P y g ty P pp FLOOR SHEATHING: other access openings unless otherwise noted(typical). 1).PROVIDE 5/8"TYPE X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0 W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Q Z provide adequate bracing and lases to protect and secure the structure.Verify with the JOINT DESCRIPTION N y SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. F-� state code and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE Z HVAC SYSTEM NOTES Sd COMMON 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED O 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in Floor joists 0 under all bearingwalls. NO'T'ES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) a O 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. � < = needed. MENTIONED IN SCHEDULE NOTES ONLY. ! U U 2).HVAC subcontractor is to fully coordinate all system data and requirements with the 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Q equipment supplier. .. �! rT, Z 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailingrequirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 yy�..p+'" "" �. F+i (� P r ) q g feet.Batts or blankets of mineral or lass fiber shall be allowed as firebtockin in walls constructe �"' � CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the anel a e.if wall sheathin g g C s 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P dg g 'ra /y i Lo using parallel rows of studs or staggered studs. - Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher g P gg �� ��,�'N 5� A 0) 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural d ��' �� r"+ T adhered with PL400 adhesive and screwed to floor Joists.Finished floor to be installed members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at so 11t Q .' -y n H N ELECTRICAL NOTES: "j -P�, -k over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. .9 A N � I� 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the to and bottom of the run.Enclosed s acel' ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. P g P P "' members,the tabulated number of shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. t �� DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. SCALE: 1/4"=1'-0" 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage e,� �. Q�• 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. A s+�233 e( - JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 O N and R315 of IRC. 1 NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR �.,,,��� ;.�' March T U 019 torch down type material over. )• 5).For the Fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. -*^ SHEET NUMBER: EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TOVERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. ,. 10.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be nstalled with a foam sill gasket and cop-r-sex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: COVER TOP DE14SITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A- 12 TESTED BY PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.