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Home My WebLink About44204-Z Town of Southold 9/26/2020 0 P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41468 Date: 9/26/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1255 Kayleighs Ct, East Marion SCTM#: 473889 Sec/Block/Lot: 22.-3-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/12/2019 pursuant to which Building Permit No. 44204 dated 9/24/2019 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 a home office(not used for sleeping) covered front porch and rear entries to an existing 4 bedroom one family dwelling as applied for. The certificate is issued to Grove Jr,Richard&Grove,Mady-Grove of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44204 9/11/2020 PLUMBERS CERTIFICATION DATED Raymond Hulse /17/2020 ut o ' Signature TOWN OF SOUTHOLD �ao�S�F�ot,r�oy O BUILDING DEPARTMENT TOWN CLERK'S,OFFICE oy • }¢ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44204 Date: 9/24/2019 Permission is hereby granted to: Grove Jr, Richard & Grove, Mady-Grove 16 Summit Rd Port Washington, NY -11050 To: construct additions and alterations to existing single-family dwelling as applied for. a At premises located at: 1255 Kayleighs Ct, East Marion SCTM # 473889 Sec/Block/Lot# 22.-3-5.3 Pursuant to application dated 9/12/2019 and approved by the Building Inspector. To expire on 3/25/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $900.80 CO -ADDITION TO DWELLING $50.00 Total:- $9'50.80 Buildingctor o�gOffD(,�-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y a ' TOWN CLERK'S OFFICE c . 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#: 44159 Date: 9/12/2019 Permission is hereby granted to: Grove Jr, Richard & Grove, Theresa Mady 16 Summit Rd Port Washington, NY 11050 To: 200a underground electrical service and move meter. At premises located at: 1255 Kayleighs Ct, East Marion SCTM # 473889 Sec/Block/Lot# 22.-3-5.3 Pursuant to application dated 9/12/2019 and approved by the Building Inspector. To expire on 3/13/2021. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, r 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 I 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 i Date. NS Old or Pre-existing Building: K� (check one) New Construction: nn Location of Property: j House No. Street Hamlet i Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block�� 1� Lot Subdivision ( (, Filed Map. Lot: Permit No. '1�o Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 60 Oki pplic nt Signature !j ' BuRding=Department Application f AUTHORIZATION (Where the Applicant is not the Owner) i4 1, Theresa Mady-Grove,residing at 1255 Kayleighs Court, East Marion AT, do hereby 4 authorize Constantine Rigas to apply on my behalf to the Southold Building Department. I 23 l� (Owner's Signature) (Date) (Print Owner's Name ' s OF 30�p�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Richard Grove Jr Address: 1255 Kayleighs Ct city:East Marion st: NY' zip: 11939 Building Permit#: 44204 Section: 22 Block: 3 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical Contr. License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 91 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water x2 Gac GFCI Recpt 6 Wall Fixtures 18 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 7 Combo Smoke/CO 8 Transformer UC Lights 10' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 61 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Micro, DW Notes: New House Inspector Signature Date: September 11, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 BUILDING DEPARTMENT � TOWN OF SOUTHOLD 1 I SEP 1 8 202 B urp'Tc DE MD CERTIFICATION Date; 11� Building Permit No. (� - Owner: (Please print) Plumber: LvcoA (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this. vi _ day of�,tQA�_e,�O, 20 gD MAMA KOUC#JWMY NOTARY PUSUC-STATE OF NEW YOM No.011(08276021 Qualified in,Sulbik Cmq My Commisslon Expires 0244-2021 Notary Public, County u \ # TOWN OF SOUTHOLD BUILDING DEPT. G Q �`ycourm ''� 765-1802 INSPECT=ION OUNDATION 1ST [ ] 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: ),AAA loves ov> 0v- -t/-DATE !b INSPECTOR of soujyOlo # # TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECT. ] `FOUNDATION 1ST [ ROUGH PLBG. UNDATION 2ND [ ] SULATIOWCAULKINIG [ FRAMING /STRA - [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSP TION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v k vw4 1 v,, �A,�A pi_ D �011041e__P 14,11 V�z - �t� �� DATE --INSPECTOR - OF SOUIyo� L+u Zc ) 2 S SL # # TOWN OF SOUTHOLD BUILDINk P c4/-(scr `ycourm�F'' 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e, DATE /2,6 INSPECTOR oF soolyO6 ll # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ourm ' 765-1802 = . - INSPECTION [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [" I LATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE-& CHIMNEY [ '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATI [ ] PRE C/O REMARKS: 1 3 DATE INSPECTOR pF SOUTyOIo &�k 4 l CLl SO Lf TOWN OF S UTHOUILDI . DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: G e III AAQ DATE ANSPECTOR ' y 2 C)H 2PD1EQDU SEP 1 4 2020 [V77&,&ZTTNT x DEPT. � Y Tk_l s F e✓zL� t a s s t �e ? � , s _ FIELD INSPECTION REPORT -DATE COMMENTS r� FOUNDATION(IST) -------------------------------------- FOUNDATION (2ND) z 0 ✓v V N y ROUGH FRAMING& PLUMBING 9 6&/ ILA V r INSULATION PER N.Y. y STATE ENERGY CODE fiwo �Q i( FINAL 'Ai ! Lo IL ADDITIONAL COMMENTS v Ze`S Qk c• m � ro d l ' Young & Young, Land Surveyors � � 400 Ostrander Avenue, Riverhead, New York 11901 >xuit>� 516-7.27-2303 $.11 —11 m Ot g 1 Alden W. Young, P.E & L.S. (1908-1994) gaffs IIlilT� �- 1 Howard W. Young, Land Surveyor a�gs Thomas C. Aolpert, Professional Engineer John Sohnum Land Surveyor C 31.69' va x NOTE: e � 1 1. ■= MONUMENT FOUND aF „ E 2. 8= STAKE FOUND 60 rc ?$.Cg`4C J tN ,kwp 3. LOT NUMBERS SHOWN HEREON REFER TO SUBDIVISION - g IJ •tST, ' "HIGHPOINT WOODS' FILED IN THE OFFICE OF THE CLERK , OF SUFFOLK COUNTY ON JULY 25, 1997 AS FILE NO. 10035. _ __1086-^•''�/i� ��4 PROP '^o� ��(fO, 61+ �es VVELL %Tog 01 2 E 1'n \ Nt A � � l:J c.P• ff a 6f 3 t Ot a lI I. JULY 3, 2000 FINAL SURVEYo o o AreL 43�g61 S'{' j I O JAN. 18, 2000 FOUNDATION LOCATION CD Wee C: NOV. 26, 1999 STAKED PROPOSED HOUSE50 t l N p r 3,('j� Z N AUG. 20 1999 PROPOSED GARAGE S 3 -. 1t AUG. 13 1999 PROPOSED HOUSE OO O o DATE: REVISIONS: Ell 0 3 CD '7g09W SURVEY FOR: g �oF NEl�ry UWIWAM J. SNYDER & R„ o W. y °9 KATHERINE SNYDER 21 o ;? CO At: EAST MARION Town of: SOUTHOLD 0 N 1 k,Ot z Suffolk County, New York gig rtJ O `�N9� 1 fi O al Suff. Co. Tax Map: 1000 22 3 5.3 ��v /u"�.Tt"07 Y�,.,I.TS SERVICES ^ rn o �LA(�s� Dlstrkt Sectlan Block Lot K SUFF ' CCU;+3T`!I7Es�A2T�• ' gag; JOsy�O�S ;y�b ?i'IO�T. gv ¢' CERTIFIED TO• Cyy, b flQ�r1s �Si �} aO67° WILLIAM J. SNYDER JULu KATHERINE SNYDER s ✓'rev 'rl;^t d 1 H.S. 1a. Or Jn' HLR FEDERAL CREDIT UNION �— NATIONAL GRANITE TITLE 0 :0 r - 1 GY.:�.+:J£t^i S�1�i•:�'3Ct�':'."5 C'.fCh:s F'J"L.0 TY:e S:vraoa?ia�astt s� r_^w:ctcs� fctrrdt0 p'� lobs rY / �•�r .'} f :Si,�, ^;.«'Y hSryri�'i1i:*tC,..� - f�'• �� •!! *� � :NOV. 25. 1998 192/1 Jltf,�t��, —j, a-1 d's:tf _ ttpA�, p ^� N.Y RTE �� OSCALE ATS e °+�: Jrti _ L11V f C r5. JOB NO. :98-0717lip I, SHEET NO.:1 OF 1 O � © 980717_flnol.dw ° Scott A. Russell y � ST(O�IE�.l��l WA\T]EPL SUPERVISOR �T ( �T z AWA\1�A\Gl)EAKIE1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS )PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑KP,-A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ , Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑rzro, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit your Building Permit Application. Date APPLICANT (Property Owner,Design Professional, gen ontractor,Other) S.C.T.M. #: 1000 , • 'strict NAME !� ^� ' 4k)l J \� rim,) ection Block Lot C�A FOR BUILDING DEPARTMENT USE ONLY**** Contact Information rrRna,.v"m�i Reviewed By: — — — — — — — — — — — — — — — — Date- Property atePro erty Address / Location of Construction Work: - — \ E] Approved for processing Building Permit. ` Stormwater Management Control Plan Not Required. - - - - - - - - - - - - - - - - - ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) IL FORM 4 SMCP-TOS MAY 2014 Aird 4-D 66 �i1ff01 � BUILDING DEPARTMENT-Electri a TOWN OF SOUTHO { Town Hall Annex- 54375 Main Roa PO Box 1179 Southold, New York 1197 -6i59 S E P 1 2 2019 Telephone (631) 765-1802 - FAX(631) 765-9502 roger:richerta-town:southold-.ny.us 3q,DTNf DF Tr �-�,, pti •, C�:. �'� '.fes APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Bob Burns Date: 9 /12/2019 Company Name: Paul Burns Electrical Contractors Inc Name: Paul R Burns Jr License No.: 3897ME, email: pburnsjr&optonline:net Address: PO BOx 1061 Southold, NY 11971 Phone No.. 631-365-4735 ,_- JOB SITE INFORMATION: (All Information Required) Name: Theresa Mady-Grove Address: ai1eighs Co,un East arson ka S Cross Street: t Phone No.: •Bldg.Permit#: )41_q email: Tax Map District: 1000 Section: a Block: _ Lot: ,3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) 200a Underground service-relocate meter Circle All That Apply: Is job ready for inspection?:. YES / Rough In _'Final Do you need a Temp Certificate?: OESNO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: . 200 A #Meters 1 Old Meter# New Service- Fre Reconnect-Flood ReGennect-Service Reconnected -Undergroun Overhead #Underground Laterals 2 H Fram Pole Work done on Service?_ N Additional Information: PAYMENT DUE WITH'APPLICATION - 82-Request for Inspection Form As l Y BUILDING DEPARTMENT-Electrical Inspector ¢� }`� �!- TOWN OF SOUTHOLD REM `1 4 2020 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 !�®gqerr@southoldtownny.gov seand@southo9dtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-3654735 JOB SITE INFORMATION (All Information Required) Name 1 herL-Oc, ,,-A — Address: 12-5,S Cross Street: Phone No.: Bldg.Permit#: /yzo email: Tax Map District: 1000 Section: - as Block: Lot: � BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES/ NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# 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 Request for Inspection FormAs � r 1 BOLDING`DEPARTMENT;,Electrical 1nspector TOWN-OF SOUTHOLD 4 �020 ' ' Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 t. _ .. . LLQ° Telephone(631) 765-1802- FAX(631)765-9502 - t f6gerrla'�southoldtownnv.g2v.�,seandq&-southoldtownn -gov _ APPLICATION FOR ELECTRICAL,INSPECTION` Yg ELECTRICIAN INFORMATION (A11 Information Required)` Date: Company Name: Paul Burns Electrical Contractors Inc Name: License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 3outhoid,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: �2t y Phone No.: Bldg.Permit email: Tax.Map,District: 1000. _-Section;_ . .a-. Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) o J + Circle All That Apply: - Is job ready for inspection?: YES/ NO Rough'In Final ^ Do you need a Temp Certificate?: YES/ NO _= Issued On . Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .A '#Meters Old Meter# -New Service- Fire Reconnect-Flood Reconnect-ServiceReconnected-Underground-Overhead #Underground Laterals 1, 2 H Frame Pole Work done on Service? Y N Additional Information, - PAYMENT_DUE WITH.APPLICATION Request for Inspection Foim.xts c� 1 ! `tel �1 S �m� loll scollj 4..5 m.it✓ ry1,u�r Svb f�iDA' �' �$' Cn^G,�rnl ca+n �2a tel �c'e lst ��car o4Y'�cL/Ixc��a^� m o�SIIFFQ[��oG Town Hall Annex may y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 N = Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: ,, �/s Y � Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ✓ Floor and roof raming (FR) Signature: Name (person submitting this form): Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 t� Y ��f�t44 @�;J +n�t�xfi't �r••.f f �'f�7#e$.* ��.t`�4r-.f r�'� +�}v '�r,r � 3 Fvi ��...r��-4w;gt�' I• a"t ,;�s.^�"2�{,; L�`1'a�'i=r 4 ti'TC�ttJ'�� ✓d•�.Y,t L1^��h irk` .�ti��", yiLt�T��.._€S�t l•�`r�A�K.�". � t� �Y w�w"'� �t:� . t�ll+� r r.0 i'� yA• 7 •f:- l r } �a fl' iti. i 4 r � j x �, • 1 r 4 4 � m i ` L i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RIGAS 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. DESIGN /BUILD KING STUDS ° ENDWALL RAFTER - CRIPPLE STUD WALL STUD p RIDGE BOTTOM PLATE Joseph Q h hp 0 LEDGER BATHTUB �JosepI 1 Fisc etti, F.E. ° HEADER DOUBLE JOIST SIDEWALL RAFTER PROFESSIONAL ENGINEER 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 ADDED SUPPORT 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 WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC PP WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL 9/ 2/ 19 RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION - TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 1 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL TO MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. 4 � SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT " - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ' FLASHING TO FORM CHANNEL INSTALL 4'O" O.C. i AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 1255 Ka yle ig hs C o uit 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4" x 18 a. TYDOWN ANCHOR CONNECT TO PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Ea st Ma Ylo n N� 11939 ON ALL OPENINGS / �.� ACTION / g EACH RAFTER INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8' x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS �� KEEP ROOFING NAILS OUT i � OF FLASHING 2ND. FLOOR WALL FP ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT I! WOOD JOIST Y' �-► TOP PLATE GIRDER/HEADER AL�MO NS SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS 1#L# & A D D MO NS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 11 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOROVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE SUBFLOOR SILL PRO JEC TT'AM: TERMITE SHIELD WOOD JOISTS 2x6 SILL GASKET r TYP. CONC. FOUNDATION ` CONC. SLAB NEOPRENE .` i / OD C 6 MIL. POLY V GASKET DAMPPROOF EXTERIOR e > ` BOLTEDx80 OSTEELUBEAMWWIOTH PLATE ^ CNTINOUS 6MIL POLY ON EXTERIOR V GRANULAR FILL -7, , , ` ` i V STEEL COLUMN p I 1/2 " DIA. BOLTS ® 48" ox. STAG. A • e p u CONC. SLAB d C p D C.Cee ` ROOF JACK De signe n'Builde r o ^ I o u ANCHOR BOLT EMBEDMENT: ` `�` STEEL BEAM p POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL p° , COMPACT FILL 'D r ` BLOCK WALL: 15" / RIG A S C O ROOFING LAPS I TOP AND BOTTOM PLATE V ' • Q ° p " FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 22260 main road, one nt ny 11957 KEYWAY FOOTING D C p �. n CONC. FTG. p Q p G D' SIDES AND TOP ee USE WITH 3x3 SQUARE WASHERS 1/2" GROUT ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) / 631 323 8022 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS I 1 ( 10 KIPS ) c@ii,-asco.com SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC ' SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC b SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Fri�•ineer CONC. SLAB DOOR FRAME r—SUBFLOOR Jose ph Fisc he tti P.E. 6X6 10/10 WWM GE P.O. Box 616 Southold NY 11971 COMPACT FILL I DOORI o-_ JOIST , 1 I USE 2X8 STEEL BEAM 631 765 2954 FOR BLOCKOUT 4" SLAB > P.T. PLATE W/ 6X6 WMM M SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE �. < <� • ° pe �tit'p•_ - �" ••- e e �e,- G i oD ��•p� �1}1 e n . ' e n " •e e•• ae. •a ° • (WITH A NAILING PLATE IF NEEDED)AT END AND TO BE APROX. 1/2" OR HER THAN ES OF WOOD - - - - STEEL BEAM TO ALLOWFOR SHRINKAGE GE BEAMS DD GRADE Q C G (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) L I_ II-6X6 W.W.M. 12 a a MIN. D S D D c D ^ •p •p /�v •p �`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMIUM p p c wi SUBFLOOR •' cl • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM R-1-11 DDa '�REINFORCING BAR • , ° O ,°'D eJOISTDRAIN TILE fN e e • 11• O O SHEET METAL / 30# FELT UNDER BEAM AT POINT 4 A e e T v STEEL BEAM n Scale a s No to d 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK � IP f�- .' II-111=1�FI=111=.1 1�= J 4 c 3" PLATE (BOLTED TO BEAM) G s' ^ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM ,q REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. r''7G 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT .' .,. . BEAM POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R A 4"MAX. GIRDER ` L DECKING DECKING = X4"DIA.MAXIMUM ISI`- DESIGN /BUILD EXTERIOR WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED THROUGH-BOLTS WITH WASHERS z OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2) 1/2 GALV. OR S.S. IG S PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER m RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION JOISTF LEDGER SHON OP ANCHOR Joseph Fischetti, P.E. DECKING 1/2"DIA.EXPANSION BOLTS, � � JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER °`� e d CONCRETE POST FLOOR F MANUFACTURE ERSAN NSTRSCTIONS) % • PIER DECK/PORCH RAILING PROFESSIONAL ENGINEER JOIST 1-5/8"MIN. w/WASHERS AND NUTS 4,d° 5"MAX. DECK JOISTS ��eDe ° DECKING .D�v�e,a` Doc. ° a, DECKING DECKING _• JOIST HANGER �•' `•� DECK JOISTS v �s ea14 2X ACQ LEDGER BOARD FOUNDATION WALL�: �*4 ��-4 NOTE: b .4 epa n BLOCK FOUNDATION °e� o�a DECK JOIST DECK JOIST FOUNDATION p < ' o TO BE FILLED WITH G i. JOIST HANGER 2X ACQ GING ST WALL ,�' 'v�� GROUT AT ANCHOR `a,e�a e° LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN. THROUGH-BOLTS o s"MAX. DECKJOIST THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2' 4. 9/ 2/ 19 SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC__LT SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH P05T EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 11� 2OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2%MINIMUM SPACING AND © O O O 2"MIN. O 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 5"MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX.1O O O 71/2 MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES I«I2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. LEDGERLOK SCREWS CONCRETE LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT PIER 4"DIA.MAXIMUM 1255 Ka yle ig hs C o ui t BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" Ea A Ma rio n NY 11939 FROM TOP AND BOTTOM EDGES. 24"X24"X12" CONC. FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. z 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail is not circular it shall have a \ perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN I v -OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a STAIR RAILING ;OLID SAWN distance of 3/4 inch measured vertically from the tallest FLOOR JOISTS DECK 7GIRDER I JOISTS DECK I I portion of the profile and achieve a depth of at least 5/16 A L �O NS JOIST JOIST I I inch within 7/8 inch below the widest portion of the 1 1profile.The required depth shall continue for at least 3/8 1-1/2"SPACE THREADED ROD MAY BE THREADED ROD MAY BE inch to a level that is not less than 1-3/4 inches below the MINIMUM & ADD�IIO NS SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of theAWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a WEB WITH(16)10d NAILS LGIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 inches. 10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS PRO JEC T']EL4M: LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE 1N (2) LOCATIONS IN DECK) 16"0C EQUAL OR GREATER THAN 3"LONG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH De sig ne V Build e r I F BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL RIG A S C O ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 10d NAILS AT 4"O.C.STAGGERED THROUGH BOLTS WITH WASHERS 22260 m a in mad, o fie nt ny 11957 OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 631 323 8022 c@rigasco.com I I DECK 1 1 STAIR TREAD JOIST I I I 1 RIM BOARD THREADED ROD MAY BE MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO HE STRINGER ]Ing ine e r AWAY FROM THE HOUSE b BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) LFILL BAY AND FIT SNUGLY JOIST HANGER GIRDER JOIST Jo se p h �3sc he tti, P.E. RO. Bo x 616, So utho Id NY 11971 631 765 2954 GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) e � '� SPLICED JOISTS OVER HEADER/GIRDER � ` „ .�� r- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST �n GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL NOTES L c x:��Q tij{ Scale a s No to d HAZARDS JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER JOIST TO: 4-8d COMMOI11 PER TOE @16"OC MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - _ (2)THRU- TO HEAVY MODERATE BRIDGING 2-8d COMMON EACH TOE BOLTS TO JOIST END NAIL BLOCKING EACH TOE PB44 POST a TO JOIST 2-8d COMMONEND NAIL WOOD JOIST ANCHOR "dia. = JjF - p BLOCKING TO: EACH TOE DPIER 16"TREAD p o 1). ALL FRAMING, CONSTRUCTION, COMPLIANCE TO BE PER 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 3-16d COMMON e SILL OR TOP PLATE BLOCK NAIL I 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM LEDGER STRIP 3-16d COMMOIN JOIST NAIL EACH FACE GIRDEWHEADER GRADE o a a CONC.SLAB c, (AS REQ.) JOIST ON LEDGER PER TOE WOOD JOIST ,a 4 '•a a 3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3 8d COMMO JOIST NAIL ' • 8"dia. n :"P' DECK PIER BAND JOIST PER END 4 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3-16d COMMO JOIST NAIL 3'_0�� a o•4 PIOR C PER PLAN BAND JOIST TO: PERFLUSH JOISTS WITH HEADER/GIRDER 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE 2-16d COMMOP FOOT TOE NAILA15 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4 0� THE PROPER STEEL CONNECTOR. 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ' TO ALLOW FOR SHRINKAGE. WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES . . _ 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. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES RIGAS 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 BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DESIGN /BUILD intent and framing details.They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P p TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State 'building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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: DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 Joseph F iseh etti, F. E. shoulcl 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 EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2 - 8d COMMON 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 PROFESSIONAL ENGINEER (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 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.36QTY. SPACING.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY DESIGNED FOR CAT. C precautions and programs in connection with the work. There are no warranties fora bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt ( ) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP 2 - 16d COMMON O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 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 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such a!; bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL 9/ 2/ 19 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAMs CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 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 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 4- 8d COMMON 11 YES 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: 1255 Ka yle ig hs C o uit 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 1�T�� be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. NOTES. Ea. s�t Ma Ylo n 1v i 11939 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL @ 9 CATHEDRAL CEILING ASSEMBLY: 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C.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 )• to ur minimum h thick 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 SEE NOTES: 1 ( BOTH FIELDS) 3 -16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). alon the open ceiling art of the building. Connections to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.0 8d COMMON 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one g P g P g' g LEDGER STRIP EACH FACE @ @ attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F 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 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 . Girders for deck joists to be bolted to each post with washers and nuts. 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. ) j P SILL OR TOP PLATE 2 -16d COMMON, FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored ROOF SHEATHING:I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ALA�O NS FRAMING NOTES 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 6inches o.c. 1). AIII framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL SPACING & ADD�IIO NS 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. QTY. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For •- below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd 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. WFCM- SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g g otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING where needed. GYPSUM 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. EE NOTES: 1, 3 ( BOTH FIELDS) 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. 5d COOLERS NOTE: 2 FOR PANEL FIELD Beariing 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. WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: PRO JEC TVAM: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 5'11 and 89. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE be used. a sig ne n'Build e r 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs 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 the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7"' O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. RIGAS c O on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 22260 ma in ru a d, o rie nt ny 11957 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 6313238022 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g� g P other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. c@rigasco.com provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. . where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMO 6"'O.C. EDGE 3). INSTALL 1 -Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES V OR LESS 12" O.C. FIELD Section R602.8 - FIREBLOCKING REQUIRED NOTES: '�1 llle e r under all bearingwalls. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) g 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Jo se p h NsC he ttl P.E. equipment supplier. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor P.O. Box 616, So utho Id NY 11971 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 6317652954 Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or AdvantechI ood subfloor P Yti' shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installedELECTRICAL NOTES: members shall be doubled, or alternate connectors, 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor aser manufacture's instructions. P 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. drop ceilings and cove ceilings. 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 top and bottom of the runEnclosed spaces ; ^��'4 �T' ' `7' 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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8, N.Y.S. Residential Code. to have regular 1/2 sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foot. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of Sc; ale as No to d 4 . Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. a • '�t✓''' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P and R315 of IRC. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. " torch down type material over. 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR . TO VERIFY (EXISTING SOIL CONDITIONS PRIOR TO FILL. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR NOTE: DENSITY (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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ALTERATION OR ON To ECTION 7209 THE NEW YORK STATE AND NOT TO BE USED TO ASLJSH PROPERTY LINES OR FOR SURVEY MAP OT MING THE LAM MBOSSED SHALL 0T BE CONSIDERED TO IRE A VALID ME COPY. RIGAS INDICATED HER EON SHALL RUN ONLY o � OR OM T4F SURVEY ty I PREPARED AND ON H HALF p THE EDUCATION COMPANY,(GOVE GOVERNMENTAL AGENCY AND LENDING TINS TUTI% LISTED HEREQN, AND TO THE ASSIGNEES OF THESPECIFIC i. ON��EW5137U � G RPnCA71ONS ARE NOT 1RANS ABT.£ TO ADDITIONAL S SONS MQUENT COPIES �) THE LOCATION OF�WE�,LS (W). SE "TANKS(ST) �I C��S OR SHOWN HEREON E HFMW FIELD C R'VA TIONS AND OR DATA OBTAINED(4) CERTIFICATION OT140 DESIGN /BUILD 400 0strrandear Avenva, Riverhead, Nero York 114101 t tel. 651-727-2305 fax. 631.121044 +ad�tlr��ry�sv�"tc �ln�ertn�.cc ' .;.3. Joseph �ischetti, P.E. �+oward Y4. Young, l..and rve�c�r Thomo5 0. Holpert, FroPasslrll0l Englnoor PROFESSIONAL ENGINEER Vouglas E. Adams, Frofasslowl Englne ar 1 { fZol:eert C. Toot, Architect r 0 OO6951TB DATA� MMA = 45,4161 50, FT. /P IMLWISION - 'H1bI" OIt�T HOWS"S" FILM IN THE OFFI� F THE 9/ 2/ 19 00 GMK OF 5UFFOLIc CO JKl Y ON JULY 25, 1997 A5 PILE No. 10095. 0. r 00A 1440 ( C N .0 'Z if t4 .CL Remove bay on YIP 0-1i 0 \ south side,n garage 22x22 /�je �1. 'additio SA''EN(ORS CERTIFICATION Vj!LLji \ ; 1255 Kaye ig hs C o urt ------�.- �' ' ICY TIF=F" TO RICHARD E. GROVE, JR, THERESA MAImo!'w'-DRO�►VEw COMMONWEALTH LAN# Ea St Mario n NY 11939 .� TITLE INSaURANCE COMPA NY & EMINENT A►B 5 T R A C T, I N C. THAT TH 1'5 SMV'EY WAS PRJ 1PAR,P IN --+ ..----"""'_"~ ,�, �' rd �. ;'• AC-00RDANCE AITH THE CAME 0F PRACTIOE I ofZ LANA WZVLY5 AL7OPTED BY THE NEAYORK STATE ASSOCIATION OF �' t :; „ ; ►` I ' F'1 FE-5510 lAL LAND C- aRV EYO . �A �f ALZERA"H® NS " & A D D THO NS .0 owl E , a A 40 SURVENr FOR PRO JEC T VAM: 0 RICHARD E* &WVE , Jmoo* 4 Ot LOT "Hl& POINT IA'w�IOOP5" De signer'Builde r at East Marlon, Tom of 5ovthold RIG AS C O � � 5ufifolk CoLintlgr Neve York 22260 m a in mad, ofientny 11957 631 323 8022 1 CERTIFIEV 5 1 Y c@iigasco.com cs �y t CouriN 'fax MOP DistrIct 1000 5ectlon 22 Block 05 Lot 5.5 FIELD SKYEY COMPLETED JULY 12, 2016 Ehg ine e r - .. MAF' F REFAR-W JULY ISO, 2016 Record of Revisions KECOORD OF REVISIONS OATS Jo se p h ]3sc he tti P.E. GENERAL AMEIOMENTS _ JULY 184, 2016 P.O. Bo x 616, So utho Id NY 11971 jULy 05, .7C�I9 631 765 2954 m 50 G7 25 50 100 °�°� , ;rK. Scale a s No to d �L 1��r i 41#� i �,� " 5011 �, JCB NO. 2019-00507*4A L")M. qW'1l-t-.2016-0004 Gs of I E VVNUMENT SET Ll MONV4r; 'JT r-OV V SAKE 5ET - 5TA FOJ�V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A ------------........ ------------- - ------ --------------------------- --- ----------------------- ---------- =�--------------------------------------___________________=____ - ----------------- ....................................... --------- .............. ------. ............. .......................... ----------—-------------------------- DESIGN /BUILD —------- --- —-------- ..... ... ............ .................. ----------- I T ------------------------------------------------------- -------------------------------------------- --------- --- -------------- ------------ t L I ---------------- -------------------------------- -------—----------------- ---------------------_-____�-�_ -1 - TI 'I ---------------------------------- ------------------------------- I FT I I I I ------------ ------------ ............. __=__I--------------------- -----------—----------—----------------—------ --—-------—--------- —------- 771 -------------------------- -------------- ------------------------- --------------------------------------------------------= F I J --- - ----------------------- ----------------------------------------------------------------------------------- --------------------------------------- -----_------------ --------------- ------ --------------- ......... I J-11-11 -------------7-=__77-77 Joseph Fischettif F. E. ----------- ------- -- ----------------------- T-7 T__T Li I ----- - ----- I rt E PROFESSIONAL ENGINEER L L TI F- I j T I LJ I Tl� 11 1 L T T F Ej___E I - C? zo -!T I m F 1 -Y-11 J I I -f FJ I L L I] 1 1. t 1, 1-71 . ti-1. T_ ----- ------ T LL------------- ------- --------------------- -------- ---------—------- 11 FIT ------------- ------------------ ------- ------------- I I i H 1___.j I I JF I T 9/ 2/ 19 I' r I tyL 1-7 L I- 1-1-111_1 7 C? I - -------- ILI L-1 1-1 T 1 1 -1 T- I I I J-I I 1 1 1 L -1 1 1 '1 L -,I- t -1 1 1 _T _T t ft - 1---- III t I I I I 11 1 T I L —1 ---------- ----- JJ` I LLL 1255 Ka yle ig hs C o uit WEST ELEVATION Eja A Ma fio n NY 11939 SCALE: 1/4" = V-10" A LTERAMO NS & ADDMO NS - - - - - - - - - - —---------_- --------------- --------------------- —-------- -—--------------------------------------- -—--------------- -------------- —--—---- ---------I--------- -——----------- ------------ - ----_-------_- —-—-------------------- ----------------—------------------------------- ---------- -------------------- ----------- ——--------- ------- -------- ------ —---—----- ---- ------------- —------- ——---- -------------------- ---------- --------------- ------------------- —---------------------------- —-------------------------------------------- --—-------——- -—---—-—----—--------- - ----------------- ---- ---—-------------------- -- ------------- —----------------- - -------------- ---- ---------- ——---—--------__-- -——------------ ------------ —------- ---- ---- — ------ ---------------A----�z------------�-----Z�---------I------------------------- ---------------------------------- ------------------------- —-------------- Ja. ---------------------- --——---------- ------ PROJECTrIFAM: ------------ —--------- ------------ ---------------------------------- ---------------------------- -------------------------- ---------------- _T ---------------------------------------------------- -j -------------- ----------- ---------- ------ I I IJ De signe iY Build e r ---------- ------- ------------- ----- ---------------------- ------------------------------------- ------------- _1 I Tj 1 -1 -------------- I J _-N ---------------- ------------------ ------------------- RIGAS C 0 ---'I [_T_ _1 I 22260 main mad; ofientny 11957 ti 6313238022 Lill 11 1 c@iigasco.com J.- E 1 Y- Ll _TLI L 00 L I L L j 1 1 L-1 . _1 L 1 TF L L T T-T T T_ I I T Ehg ine e r --------- ------ ----------------------- -------------------------- ------- �==--------------------------- -------- -_--------------------- - ----------------------- —------ --------- ---------------- -- ----------------------. .......................................... ---------- --------------- ---------- ............. ----------------- ----------- ------------------------- ------------------------ ----- --- -- ------------------- ------------------ ------------------------- Jo se p h Fisc he tt� P.E P.O. Box 616, So utho Id NY 11971 I L! T_ 6317652954 L 1 LI L - 9 __T-—---------ci j! H I 'T ly L__1 L_ 7 T, L-I— Lj El� L Tj 4, L Scale asNoted T T T T L I, U_ 7 J-111- --- -1 IY I SOUTH ELEVATION SCALE: 1/4" V-0" RIG S A2 RIGAS DESIGN /BUILD Joseph Fischetti, P.E. PROFESSIONAL ENGINEER 9/ 2/ 19 1255 Kayleighs Court East Marion NY 11939 AL7ERAMO NS & ADDMO NS Ll PRO JEC TZEAM: De sig ne rY Build e r RIG AS C O 22260 m a in road, orient ny 11957 631 323 8022 c@rigasco.com Eigineer EXISTING 1ST. FLOOR PLAN Joseph Fisc hetti P.E. EXISTING 2ND. FLOOR PLAN SCALE. 1 - 5'-0" P.O. Box 616, SoutholdNY11971 SCALE: 1/4" = V-0" 631 765 2954 . , iii F 3 to t t ,Scale a s No to d C� A3fifir �eb�i," F RIGAS DESIGN /BUILD COPPER COATED 2X6 ACQ TERMITE SHIELD SILL PLATE -OVER- #5 REBAR SILL SEAL 0 �_,- """" D ""-'-' 5/8" dia.ANCHOR BOLT Joseph i=ischetti, P.E. p GRADE TO SLOPE w/3X3 SQUARE WASHER AWAY FROM BLDG. 5'- " AND NUT(TYPICAL) ° o °° ' PROFESSIONAL ENGINEER 1 1 61_011 f I 1 61-011 t 1 11,-011 11_011 11 011 I I (3)2X8 ACQ GIRDER i 2X8 ACQGIRDER 12"dia CONC PIER; 1 I ; 12"dia CONC PIER; 't a 3'BELOW GRADE' - ; ; ' a g T BELOW GRADE' - ° `1 1 pp lD 1 O 1 ap{p 1 ° - -- --- - -----------' ----- - --- 8" PC WALL CLEAN FILL — 1 ++ 1 1 04 BARS ---- --- --- -- - ------------- ------- ° 1 @12"OC ° _ 9/20/ 19 BITUMINOUS COATING I I I W, + (n , ,Q w X ' z 1 11,1 3 I 2X10 DF#2 FJ#16-OC I < I 11 ° — -- X+ W I X 1/2 EXPANSION JOINT °° ° X 1 3 ! 2X4 KEYWAY X 4" CONC.SLAB ' 1 + 1 ! #4 REBAR 1 ; - 1255 Ka lei hs Court 1 a 4 I Y V d 1 I ---------COMPACTED A I i I 8'-4" 6' 0" A CLEAN FILL Q " - g' East Marion I ,IY 11939 i i i i 1 -------------- -- j is ' (3)9-3/4M L w/(2)3/4"STEE—L r 1 ' v - -------- ----- 1 ----- - '-- ' ' ' 2X8__j ' - I ------ - ----------------------- ------------------------ ------------------------ ------------------i--- - --------------- �� , \ 1_ - - 1 ACQ g 11 co Nr N I � WALL SECTION I O 1 EXISTIN FJ 01 �------�- ---------, 1 1 I 3'-0" X LARE ACTOR TO CONFIRM ' 31 EXISTING FOOTINGS I i ALTERATIONS x 3'X3'Xl CONCRETE 1 , WI & ADDITIONS Cn 1 1 t r _ 1). 8"THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 8'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. W I 2X10 DF#2 FJ#16"oc RESIDENTIAL CODE WITH A BITUMINOUS COATING. 7'-8" z Cn LuC 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. PROJECT TEAM: 4 I c) > W w I I `° 4 FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON n- '" L�sfin In V.1 g 31 1 ti ' UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). X I 1 r, 1 / X ' 1 V 3m 3). FOUNDATION SLAB TO BE 4"THICK, 3000psi CONCRETE ON COMPACTED FILL. Designer/Builder 1 I X Ix 1 --"' ""' INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 1 ' ' I I I _ 1 ' #4 BARS WALLS. RIGAS CO 2X8 ACQ @16"OC 1 i @12"OC ' � ' - - CIN 4). PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES 22260 main road, orient ny 11957 ` i TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET 631 323 22 0 1 1 , , , o , 1 �- � � , 80 N � lb -- c@rigasco.com Existing 5). PROVIDE 5/8" DIA.ANCHOR BOLTS AT 3'-0" O.C.AND W/1 1'-0" OF CORNERS, ® INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A LEDGER BOARD ITHTIMO BE ERLOKD V �I MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLTTO TO BUILDING WITH TIMBERLOK• 9 , o ' �J��/ Existing SELF COUNTERSINKING SCREWS @ -N o BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. • Q I BY OLYMPIC MANUFACTURING ' tp g Q�'� N (2 SCREWS@32"O.C) a �� O - �9q Engineer PJ t7A 00 o by} \ , ' ; co X ; °1 �' 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE �. �� t, N '' V 12"dia.CNC.PIER N m I BLOCKING AT 8'-0" O.C. (MAX.)AND MIDSPAN. �' �° , j, 1 1 / 2'X2'X�'1'FTG i I 1 3'BELOWGRADE , , ,� F"`•;;� t JosephFISChettl, P.E. _ t P.O. Box 616, Southold NY 11971 � ) - , --/ - 1--, , ------, 631 7652954 (3)2X10 ACQ GIRDER /'� L (3)2X10 ACQ GIRDER i (3)2X10 ACQ GIRDER //.�� (3)2X10 ACQ GIRDER i (3)2X10 ACQ GIRDER ^ (3)2X10 ACQ GIRDER 1 ` - - - -'-e- - - - - - J - - - -t- - e-_ - - - -°--t-.'erg- - - - ap ' 1145 +- - - - - - \\` ;:�/J --- ------------------------- --------------------+--7--------------------7---- ----------------1-"'------- --------------------------------------- 81-811 - . .... )5 ✓_..- ori/�, 1 11 81-011 81-811 8'_0" 1 7-611 71_611 11 Ov a., , 1 1 1 I 49'-8" 1 1 1 1 1 1 I Scale as Noted 4 4 FOUNDATION PLAN SCALE: 1/4"= V-0" A41 RIGAS DESIGN /BUILD COPPER COATED 2X6 ACQ TERMITE SHIELD SILL PLATE -OVER- #5 REBAR SILL SEAL v ° 4 -----_-- D --------1 5/8" dia. ANCHOR BOLT p o GRADE TO SLOPE Joseph i=ischetti F.E. 151-011 w/3X3 SQUARE WASHER - AWAY FROM BLDG. AND NUT (TYPICAL) 8'-011I I 81_011 ° PROFESSIONAL ENGINEER I I o 6'-0" 6'-0" _ I I 1'-0" 11.011 i i 1'-O-- --------- 11.011 < -- --- -- --- -, -� (3)2X8ACQGIRDER (3)2X8 ACQ GIRDER' --— - --------- --------- 4 ' r dl u 12"dia CONC PIER; 1 ; d 12"dia CONC PIER; a o 3'BELOW GRADE' - ; ; ' a 3'BELOW GRADE I W l0 1 Q I l0 1 O a N @1 I 00 1 1 a n C WALL CLEAN - - -- - - ---------- -" - --- - FILL --- 1 @12110C Q ----------------- — ° 9/ 2/ 19 I � I BITUMINOUS p o COATING _-_- K � !r I I 171 1 I c C`J p X ' Z i LID X Ln2X10 DF#2 FJ X16"OC I I p X 1 X ' ; X 1/2" EXPANSION JOINT 4° ° - — X 2X4 KEYWAY ' w+ 411 CONC. SLAB p #4 REBAR -- 1255 Ka 1 h h ° a ° a ° a D I 1 _ Y I i _.___-- -.._. ° � a ° _. 1 e S O Ll1't —COMPACTED -- A I I 81_4" 61011 ACLEAN CLEAN FILL — Ea. st Ma Ylo n NY 11939 1 + 1 1 ------------- - 16 1 1 I I I t I ' -- --------- -------- - 1 - , 1 (3)9-1/4 MLw/(2)3/4"STEEL •_____________________ I I _ ___ ��vyp ' ' L-l�0 --------- ________ µ------_____ I- - I -b 1 ACQ 1 1 ; A @16"OC 00 ; - X 1 O 1 _ - WALL SECTION m N'' � 1 EXISTIN FJ ' I ,___�______, M 1 I ul1 1 i 3'-011 ' CONTRACTOR TO CONFIRM THATEXISTINGFOOTINGS I I i n X ARE 3'X3'Xl CONCRETE ALTERAMO NS , S & ADDTIIONS I I I I I I N I 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 8'-0". ' °1 EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. 11 71-811 11 0 1 2X10 DF#2 FJ#16"Oc i ° r-+ RESIDENTIAL CODE WITH A BITUMINOUS COATING. J C I I w 11 C 2j. FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. PRO JEC TEAM: 4 1 Cr01 ) I 4 FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON W 3 X X X UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 3� o U M 3). FOUNDATION SLAB TO BE 4"THICK, 3000psi CONCRETE ON COMPACTED FILL. De Signe Budde r Q o I � w N ---------'-------------------`--- ------------------------------------------------ -------------------- INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING ----------- --- ----4------------------------ - ------------------------ ---------------- - tC� I e I #4 BARS I 1 ' I WALLS. 2X8 ACQ @16"OC�ACQ @16"OCC 1 @12"0C N RIG AS C O 4). PROVIDE 2X6 ACQSILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES 22260 main road, orient ny 11957 I i TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET. 631 323 8022 N 1� c@iigasco.com 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND W/I 1'-0" OF CORNERS, I 1 INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A I , I LEDGER BOARD TO BE FASTENDED TO BUILDING WITHTIMBERLOK" o o MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO / SELF-COUNTERSINKING SCREWS cV -N o BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. F� BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) u i <I O Flag ine e r �� Q1 `-' N 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE 1 \��' I N I I 12"dia.CNC.PIER ; v ; BLOCKING AT 8'-0" O.C. (MAX.) AND MIDSPAN. JO se p h. Esc he tt� P.E. I / 2'X2'X'1'FTG 3'BELO\I GRADE P.O. Box 616, So utho Id NY 11971 (IP) 631 765 2954 I I (3)2X10 ACQ GIRDER I [\/��J I (3)2X10 ACQ GIRDER I (3)2X10 ACQ GIRDER I \�/��J1 (3)2X10 ACQ GIRDER I (3)2X10 ACQ GIRDER 1 (3)2X10 ACQ GIRDER ------------------+--+-------------------+-----+----------------I-*-----+- ----- --------I------�--------------------- 81-011 -----------+----' n 1 u 1 11 1 " 1 n i 1 8-0 8-8 8 -8 8-0 -611 49'-8"Ale 1 CC B D `` ° _ s' Scale a s No to d 4 ------- 4 -------- x FOUNDATION PLAN SCALE: 1/4" = 1'-0" A4 _ i STEEL FLITCH(S) O O B D PLATE PER PLAN n O 24 �•�O 16• O -------- 5"w X 5'w X 3/8"t STEEL ANGLE CLIP E01 (EACH SIDE OF BEAM) O E4 OOO O 214' 0 ---------------------- ------------------- ,491-8n MICROLAMS O 16^ OO1 RIG DESIGN/B� I L D6'-0" 13'- 21 22'-8" 7'-9Y2" PER PLAN t 2 , f'•f' '1 O O 5/8"dia.CONNECTION BOLTS 16" 15'-0" ASTM A307 GRADE A(60,000ksi) 2Y2 WITH WASHERS AND NUTS 1 1 FWG60611L TW2032-3 TW20321 FWG6061IR O @ 16-OC(STAGGERED)(IYP.) 3S"dia. ® 2Y2. (3)2X8 HDR W/(2)3/8'STEELI (3)2X8 HDR ' (3)2X8 HDl1 I (3)2X8 HDR © U 46 Joseph i sch etti 1 , w 2 n 8'-6%" I � r BATH X 3 °' STRUCTURAL BEAM CONNECTION DETAIL PROFESSIONAL ENGINEER , 1 XV ry �; ( SEE CONNECTION , LL r- ; DETAIL(SHTA-5) ' ; NTS ' 11-7/8 TJ 155 WOOD-1 FJ 16-OC 1 1 r l ry w I ; KITCHEN (2)1-3 - - w/3/4'1 - - - (2)1-3/4X11-7/8MLw/3/4"STEEL K 1 ' LU , - - N NI _a ; m I ; BLOCK DOWN DEN/FAMILY ROOM rn rn e° N 1 \ ' 1 °`J ' TO FOUNDATION 1 1 M m NOT FOR 5LEEPING �t �t DINING 'n - -- `- I ri 1 3" 16' 16" X I O ; 11-7/8 TJ1550 WOOD-I FJ 016'OC 1 O O m A _ = � ' tV 2X8 DF#2 CJ @16"OC ' A STEEL PLATE 4 _ Cn 28'-4Y2 5'-1" 14'-811 4 1 9/20/ 19 N 1 N — — — — (3)1_3"k4X11-7/8 ML w/(2)1'STEEL— — — — — ; — — — — ' — — — — — — ; 3STA STAGGERED TOP BOTTOMC — �— — - - - - - - - - , . / , /: /; — _ _ ,,, // / . // / , / / //, i /// - - - - - - 7- ,7/77 / ' 1 DOUBLE @ ENDS(TYR) 13'-0" ' TV SEE CONNECTION 4'-10" _ _ _ _ y _ _ _ _ _ MAIL 21-11/ 1 M FLITCH PLATE DETAIL 1 K ' ) 1 , 11 1 11 1 v -----------------' (2)1-3/4X11-7/8MLw/3)18•STEEL = , _ ' .--1 1 ----------- Ca---- ----------- Ic- r- ?V ----- ----- ------- ------------------------ -------� --N' ------------ --------------------- -�-_ - m I coSEENNECTION w 11-7/8TJI550 WOOD4 FJ @l6'OC x M x _ J DETAIL(SNiA-5) - I N �I _ NTS W 4'-0" 5'-0" 3'-I%" 2'-3" 6'-2%'1 = N � ' N — 3'i0- — 2'-6" m I 1 2'-2" _ _1_ _ o 3 I LIVING/FAMILY ROOM HALF BATH ° ° �;i�a;T� 16" •r 16^ bo 0 2%'j o 0 0 1255 Kayleighs Court East Marion NY 11939 0 Ln m ', 1 -' 1 11 1- 11 1 11 ' ' 20'-5%" 1 O �2-3 3 11 8-0 STEEL PLATE _ m ry BATH z14^ 0 0 O Q N ; , ' N �, = 1 N N 1 , — — — 2�- „ LO 5/8"CARRIAGE BOLTS -- ' — — — 2'-6" ' @16"OC(TYP.) 0 m ' 3�-0^ ----�---- � ' 1 N11 ---- ---- iD 11-7 8 711550 WOOD-1 FJ 16.00 POST TO DOUBLE FLITCH PLATE D ETA I L ' , ' 5'11Y." UPSET BEAM FW 60611L I Q ' (2)1-3/4X11-7/8 ML w/3/4"STEEL NTS 'y 4'-8" _ 3'-8" ; - -- - )1- M 4 - - - - - - - - - - - -- i - I ----�---- BLOC DOWN - z C 8'-4" ill-7/8 7115 5 0 WOOD-I FJ @ 6"OC O N 1 TO FO NDATION � _j C _ I �I SEE CONNECTION ____ _ �„ BEDROOM No.4 to v DETAIL(SNT A-5) --- Q T 1 r to I I� 1 n v r-i O iD " --- ---- ALTERATIONS ' OFFICE 1 v N N X I ISI ENTRY ---- ---- m 1). USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH �. ' ----------- - �- .-I .___-------- -Not for5leeping ; �; ; o l0 ' S LOORAD & ADDITI �S m - fes----..�- ------ -- --------- ,------------- ----- ---- ----- ---- --- ------- ---------- -- ---- ----- ----- ------ ILS AND UBF HESIVE PER RING SHANK OR SCREW SHANK NA ` - N ' " MANUFACTURE'S INSTRUCTIONS. 2x8 CJ 6'OC 12'-1%" 8'- % uP '-( ' 12'-2/ N C0 ' 3'-0" ' 3)2X8 HDR 1 (3)2X8 HDR (3)2X8 HDR 2). PLATE HEIGHT AT 8'-0" (MATCH EXISTING). I cV - TW28410-2 N � TEMPERED (3)2X8 HDR , 1 AV1}21 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C.. N N 15'-0" ` TW28410-3 , \,Existing\) ' 4). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6'-6$/" 11'-5%" 2'-411 3'-1011 11'-11" 5'-3" o cc LU PROJECT TEAM: 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 18'-0" 23'-4" \ r ALL BATHS. PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. r ��\ti+/ ; \\Existing @ 1 \ NeLL a O X 1 Go 41'-4" 6). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS • r Designer/Builder m X I UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK / ' 1 ; STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH ' (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER' (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER SIDE FOR MICROLAM HEADERS. RIGAS CO 1 I 1 22260 main road, orient ny 11957 7). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING,etc IN CEILINGS .� 631 3238022 -- (MAX. 10' OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS etc. �� ®� c@rigasco.com 1 491-8111 ' �'' fc / PER CODE. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE r$ B D APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1;f" t Engineer --------J HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4 4 >. F sea ms ® SOLID BLOCKING DOWN9). INSULATATION UNLESS OTHERWISE NOTED: CEILING/ROOF: R21, EXT. r Joseph Fischetti, P.E. 0. WALLS: R19, FLOOR: R21.EXTERIOR OPENINGS MAX. U 0.30 P.O. Box 616, Southold NY 11971 631 7652954 1ST. FLOOR P LAN 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. SCALE: 1/4"= 1'-0" BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. 11). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. Scale as Noted ram AV) r " / b STEEL FLITCH(S) B D PLATE PER PLAN ------- 16 2Y:" - -- ' -- - 5"w X 5('w X 3/8"t STEEL AN)LE CLIP ®' EQ. --------- O I , ____ EACH SIDE OF BEAM ® ® EQ . R A 49'-$" ------------ DESIGN /BUILD MICROLAMS IqI 6'-0" 13'-2%" 22'-8" IG S PER PLAN 7-9/z' I I I t►�; 16" 1 5/8"dia.CONNECTION BOLTS f T 1 I , 15'_o" ASTM A307 GRADE A(60,000ksi) O 2Y 1 WITH WASHERS AND NUTS FWG60611L I TW2032-3 TW2032 FWG60611R ® @ 16"OC(STAGGERED)(TYR) %"dia. 2/V' (3)2X8 HDR W/(2)3/8"STEEL ( ) (3)2X8 HD� (3)2X8 HDR ® ��S^"I 3 2X8 HDR I % _ Joseph Fisehetti, P. E. L I v I p 8'-6%" I NI 01 STRUCTURAL BEAM CONNECTION DETAIL PROFESSIONAL ENGINEER BATH X SEE CONNECTION C3 C' N � m LL ' , .=1 ' 11-7/8 TJ155 WOOD-1 FJ DETAIL(SHT A-5) NTS 16"OC , N x I N w i KITCHEN W (2)1-3 �- - w/3/4EL - - (2)1-3/4X11-7/8MLw/3/4"STEEL N I I N ' W 00 O N M N I i BLOCK DOWN DEN / FAMILY ROOM N TO FOUNDATION NOT FOR SLEEPING �t DINING I Ln00 g000 , ' , ' 3" 16" 16" ' I '-I I 11-7/8 TJ1550 WOOD-1 FJ @16110Cx x i x 1 O O A N 2X8 DF#2 CJ @16"OC STEEL PLATE 4 N a' 28'-4%i" S'-1" 14'-811 PRE 1 9/ 2/ 19 3/8"CARRIAGE BOLTS @16"OC N — — — — (3)11=3 4X11-7— — — — — — — — — — —ML w/(2)1'STEEL , STAGGERED TOP&BOTTOM — — — — — — — — / — — — — "/ / — — — — — — — — — — — — I 13'-0" 3'-0" SEE CONNECTION ; ' 4'-10" C) _ _ _ _ y _ _ _ _ _ DETAIL(SHT A-5) , I " eo I 21'41%" 6- J SDEEETACIOL (2)1_3/4X11_ -I STEEL O -- --- ---------------- - ---- ---------- ---- ----- X 00 l wF-I -HALL- I vm 0, C? (SHTA-5) 11-7/8TJ1550 WOOD-I FJ @16"OC N m x ~ NTS _ 4'-011 5'-0" 3144411 ' 2'-3" 6'-2%z" m f V n V N N _ ' ' M � I 3'�0' — b3 LIVING / FAMILY ROOM 2 r'.4'� 16" 16" 00 HALF BATH (2)11-7;L88 ML 2 00 00 1255 Ka yle ' hs Court X 001 Ln X x 0 =1 X I 20'-53/" ; "' �' ; �2'-3" 3'-11" 8'-011 Ln STEEL PLATE Ea st Ma rio n NY 11939 01 m O O BATH 2%'T N 2 M I x , _ _ _ ° 5/8"CARRIAGE BOLTS N o 11-7 8 TJ 1550 WOOD I FJ @ 16"0C DOUBLE FLITCH PLATE DETAIL 5' 11'/." � I POST TO , --_-�---_ _ FW 60611E ; jw UPET BEAM 4'-O" _ 3'-g" - — _ — _U).5-1/2— (2)1-3/4X11-7/8 ML w/3/4"STEEL NTS � ML � C '`` `4+`Y m BLOC DOWN o ` 8'-4�� 11-7/8 TJ1550 WOOD-1 FJ @I 6"OC I IN ----i TO FO NDATION 4 �( � I SEE CONNECTION ___ I = BEDROOM No. 4 cw� DETAIL(SHT A-5) ri I _I Q 'T U rI CD _ V12_1 ,I �" I hIMSI ' \ iD OFFICE I r 0 !O x _ Cn, 1 AL�AM-O NS NLIN rRY N x I 1). USE 3/4" T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH xm --------- ----------- --------------------------------------- ----------- ------------- --_- --_ --- __ ___________�__ 2_______ __ _ RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ADD-M-0- NS ILI 2X8cJ 6"OC Y UP 1_Co N1 '-2%" MANUFACTURE'S INSTRUCTIONS. m \ ,I I N ' 3'-0" ' 3)2X8 HDR (3)2X8 HDR (3)2X8 HDR 0 1D - / 3'-0" 0 2). PLATE HEIGHT AT 8'-0" (MATCH EXISTING). I N - TEMPERED TW28410-2 (3)2X8 HDR i N O ' 9, N AV�(21 15'-0" 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C.. TW28410-3 I 4). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. fr 6'-6%" 11'-5%" 2'-4" 3'-10" 11'-111, 5'-3" o PM JEC TTFAM: LL ' 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER aFP% 18'-0" 0 23'-411 ALL BATHS. PROVIDE BLOCKING AT 8'-0" O.C. AND MIDSPAN. r4 -100 71 X zz� 00j 0 41'-4" 6). PROVIDE 3- 2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS De slgne lY Budde r m x , M / ' N UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER (3)1-3/4X9-1/2 MLGIRDERI (3)1-3/4X9-1/2 ML GIRDER (3)1 3/4X9-1/2 ML GIRDER SIDE FOR MICROLAM HEADERS. RIGAS C O I , 22260 main road, orient ny 11957 7). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS 631 323 8022 (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, c@rigasco.com 49'-8" FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. , PER CODE. 8). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE E1g1Yle e r B _ __ ; D APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ----- ____ __ q q j HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9). Jo UNLESS OTHERWISE NOTED: CEILING/ROOF: R21, EXT. Jo se h Msc he tt' P.E. SOLID BLOCKING DOWN p � WALLS: R19, FLOOR: R21.EXTERIOR OPENINGS MAX. U 0.30 P.O. Box 616, Southold NY 11971 631 765 2954 ST. FLOOR PLAN 10). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEETROCK. SCCALE. 1/44 - 1-0 BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK. USE DUROCK CEMENT BOARD ATSHOWER/ BATH TILE , AREAS. YA 11). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. a Scale a s No to d A5 I I I I I I I I I I RI ' GAS 41'-4" I I 18' 0" 23'4" DESIGN /BUILD I I I I I I 9'-0" 9'-0" 4'-411 13'-11" 5'-1" 01 I I I 1 T346-3 ' 1 EGRESS ____ ____________ ____________ 1_________________________________________. (3)2X8 HDR i i_. . _.- ... - i i.. _ . .... .. _ . _.. -. ._ .. . . Joseph i=ischetti, P.E. _' I I I I I I I N I I 11 I I I I PROFESSIONAL ENGINEER - — — - — - — - 3 2X10 DF#2 i AN281 TW2 2 _ —r _ , ' I 30X30 I ( )2X8 HD (3)2X8 HDR 2X10 DF#2 CJ @16"OC N I SKYLIGHT N I I I I - - 1 OO ' ff'' , I (3)2X1¢DF#2 � p0 ; BATH I , , Ln 00 00 II °r,° 14'-8% 1;011 m BEDROOM No. 3 i /� --- 1). DEMOLISH FLOOR, WALLS AND ROOF. 9/ 2/ 19 11'-211 3'-6%" 7'-10" / 5'-6" 9'-0%" 2). USE 3/4" T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 2'-6" 3-8 1 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 2 6 ' BEDROOM No. 1 ° MANUFACTURE'S INSTRUCTIONS. O I I 0 K ----------------- ---I--I---------------- ------ -- - ------------------j------- -----------------,---- --------------,-----�---- ---------------- ----------- -------- ------ ------------------ Y BATH 13'- 1" N 2'-3' 12'-3" 00Q 3). ATTIC SHEATHING TO BE 5/8" PTS, APA RATED PLYWOOD. o ZCL w O ' I vP Q w N o 0 1 w 4). PLATE HEIGHT AT 8'-0" UNLESS OTHERWISE NOTED. (10'h AT BATH DORMER) STAIR HALL D 5 . EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C.. _ ) 1255 Kayleighs Court l� 7 777 2 p O O I c-1 N m 6). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. Ea A Ma rlo n NY 11939 v I DN - O 0 7). PROVIDE 3- 2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS °° w BATH N o z ° " 1 `-' 0 UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK N I a 11'-2%" 6'-0%" 7'-10" STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH bo -1 00 N SIDE FOR MICROLAM HEADERS. 2,- , L�_A 77 2'-6" - �, 14'-8%" _ ' 8). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS 1 N (3)2X8 HD ; i (3)2X8 HDR (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, m N FRAMED CHIMNEY DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. BEDROOM No. 2 m � C / � I ' TEMPERED - __ I__ ._ J EGRESS I ' ( A21 r ' TW3 46-2 PER CODE. (3)2X101'DF#2 8,-4', , a - - - - - - - AL��A�IIO NS 9). ALL EXTERIOR OPENINGSTO HAVE DESIGN-PRESSURE UPGRADES WHERE �' 1O N I 30X30 IN I. ._. - ... .; ___ - FASTENING APPLICABLE PROVIDE DEBRI PROTECTION PANELS WITH N I SKYLIGHT I,N , „ I _. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. CaL ADDI2IO NS _ —L _ _j 2 -3/z L „ I — - — - I I —_--_-- - — — — - -- ------------- ------ rt3)zxl DF�2------------- � i I I I 10). ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH I I 1 I I I OWNER ATTIC STAIR (OR ACCESS OPENING)TO BE MIN 30" WIDE,DF#2 CJ @16"OC 1 t11 o i 250#CAPACITY. I f•n I I (3)2}8 HDR 11). INSULATATION UNLESS OTHERWISE NOTED: CEILING/ROOF: R21, EXT. EGRESS WALLS: R19, FLOOR: R21.EXTERIOR OPENINGS MAX. U 0.30 TW3 46-3 PRO JWTWA M: 9'-0" 9'-0" 3'-0" 13'-9" 6'-7" 12). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEETROCK. 11 1 BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 18'-0" ; 23'-4" SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/ BATH TILE AREAS. De signer' Builde r I I 41 4 , 13). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. I I FJGAS C O 1 I I I I I 22260 main road, orient ny 11957 I 1 I 1 1 I I 631 323 8022 I 1 c@iigasco.com I I I I 1 1 I I I 1 I I I I ling ine e r I I I I 1 I 1 I I I U -------- Jo se p h ]3sc he tti P.E. P.O. Bo x 616, So utho Id NY 11971 631 765 2954 2ND. FLOOR PLAN SCALE: 1/4" = V-0" i7 y 20 � � Scale a s No to d p ROOF AREA:2652 SQ.FT. 4 I �[ AT 100%WATER RUNOFF:443 CU.FT. T I T I I I RIGAS I 1 , PROVIDE(2)8'DIA.X 6'DEEP DRYWELLS DESIGN /BUILD DRYWELLS CAPACITY:506 CU.FT. I I (253 CF EACH) I I I I I I OGEE GUTTER-STANDARD 5" NOTES: I I I 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I I I , 1 2).PREPARATION: I I A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I I / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR Joseph i s c h e tt i, F.E. I METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO PINCHED TOWARDS LEADER I" FOR EVERY 40'OF RUN. I I ! I I I I I , �>��'� 2).SHEET METALL LOIN LENGTHS WITH WATERTIGHTHT JOINTS. INTS. PROFESSIONAL ENGINEER i I2 I I I I 12 O a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ! 3 I ' 3 ��O 12; ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 2X10 DF#2 RR @16"OC I I , CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: _ (2)2X10_DF#2 _ 1 AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. I r4 — — — , — B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL Ip COMPLETION. ! I ! 12 2 1 1 ` Oo ° ! x x ° 0 o ° [7 14 _ — L— _ — � - (2)2X10 DF#2 I I l 1 1 o ' I I I Iw LD 00 12 ' I ' I STORM WATER MANAGEMENT 9/ 2/ 19 SCALE: NOT TO SCALE 14 12 __J L ------------ --- ------------------- -------------------------------------' ----I ------------------------------------------- ------------------------- I 1-3/4X11-7/8 ML RIDGE 1 1 12 - ! 1255 Ka yle ig hs C o ui t ! 1 I 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48 O.C. OR AS SHOWN ON PLANS. East Ma rio n NY 11939 i 2X12 RIDGE 1 2). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, ! ' 12 ' I 1 ' I ! FRAMED CHIMNEY/ DUCT CHASES VENTS PIPE PENETRATIONS etc. i 121 1 1 1 1 'o , 114 1 I � LZ J1 @ ! PER CODE. 3). APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 1 '- - — — — — — — — — — -1 _-- _-- 4). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND I DIRECTLY TO THE DECK ALONG EAVES. cc 1 1 I I I I ! I I J L _ _ J L ! 00I ! - - - - - - - -; - - -- - - - - - - - - - - -; 5). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ C it '- - - J I ! C 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. ALSO NS ! - (2)2X10 DF#2 - - � ' ' T ! LL r T ! ! I 6). ICE & WATER BARRIER TO BE USED IN ALL VALUES, RIDGES, INTERSECTIONS & ADDTIIONS ! I ! ! oI o ! I WITH ROOF AND SIDE WALLS (TYPICAL) AND 4' PERMITER. ' I I ' - vL - —L - - I ---- 7 . DO NOT INSTALL UNDERLAYMENT ON WET II I -------------------------- - -------------L- --------------------------------------I----- --------- -------- ------------------ I --------r2rrxlo-DF#r--------r i--- - --------- -- -----------'- / DAMP PLYWOOD... SHEATHING 1 I r-__---- 1 POST MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I (TMP)_. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1 zxlo DF#z RR @16'oc� I - - - _ _ _ _ ! WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS I i I I I I I- -- -- -- - - -- - - � _ _ - - -- - - - - - - -- -- -- - - -- -- -, COMPLETE. 12 PRO JEC TEAM: - - - - - - - - - - - - - -- - - - - - - - - -- J 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ! I I I , USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11- 12 GAUGE WITH AT I LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT De sig ne n' Build e r 1 1O CUTTING INTO SHINGLE SURFACE. 0 12 Sio I ! I oo�ti 3 I 9). VENT ALL ATTICS (INCLUDING PORCHES) AS REQUIRED. USE COR-A-VENT S-400 R1GAS C O 1 I ti}ti AT SOFFITS, COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS, CAF COBRA RIDGE VENT AT RIDGES, AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. 22260 ma in ro a d, o rie nt ny 11957 631 323 8022 CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO ' c@iigasco.com it ! _ - - -- -- _ - - - -- - - - - - - - - - - - - - -; - -- .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - CONCEAL VENT. I 1 10). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED/ REPLACED AS REQUIRED. I I I I ]Dig ine e r I I I I I Jo se p h ]3sc hetti, P.E. I I I 1 I I --------- p --------' P.O. Box 616, Southold NY 11971 631 7652954 ROOF PLAN SCALE: 1/4" = V-0" 1� Scale a s No to d CY A7 RIGAS DESIGN /BUILD 12 1-3/4X11-7/8 Joseph i=ischetti, F.E. ML RIDGE 14 PROFESSIONAL ENGINEER 12 @1(0 1-3/4X11-7/8 ML RIDGE ti 14 p� (2) 1-3/4X9-1/2 ML VALLEY ti 2X10 DF#2 RR @16"OC 9/ 2/ 19 2X10 CJ @16"OC 2X10 CJ @16"OC 2X10 CJ @16"OC (2)9-1/2 (2) 2X10 CJ @16"OCPE ML 0 1255 Ka yle ig hs C o urt BATH STAIR HALL _ East Marion NY 11939 0 00 12 3 � BEDROOM No. 1 2X10 RR @16�%OC 3/4" SUBFLOOR 2X8 CJ @16"OC N X 11-7/8 TJ 1560 WOOD-1 FJ @16"OC M 11-7/8 TJ1560 WOOD-1 FJ @16"OC (3) 1-3/4X11-7/8 ML (3) 1-3/4X11-7/8 ML (2) 9-1/2 w/(2) 1/2" STEEL w (2) 3/4" STEEL M (2) 9-1/2 ALTERAMO NS ML & ADDMONS 0 LIVING ROOM HALL PRO JEC T VAM: (2) 2X8 3/4" SUBFLOOR 5 4 DECKINGM ACQ — – De signe iY Budde r EXISTING 2X10 DF#2 FJ @16"OC 2X8 ACQ as oa 2X6 ACQSILL PLATE -o� @16"OC RIGAS C O .� .� SILL SEAL a� b,� S TERMITE SHIELD 6,0 22260 main road, orient ny 11957 631323 8022 c@rigasco.com EXISTING BASEMENT 4. 4 8" PCWALL v i o 0 DAMPPROOF 00 60 � 60 60 Frig ine e r .a .a Jo se p h Fisc he tti P.E. 4" CONC. SLAB a' P.O. Bo x 616, So utho Id NY 11971 o • d .p o d D• d .p o d D '.i 'd . p' • ,v. p d T p. 0. P` p` �' p o p o d D• d .p p d d . p _ 631 765 2954 d BOG o .D`, d '�� o D`, d •gyp o o P` o 16"X8" CONC. FTG. (2) #4 REBAR �r CROSS SECTION A ,rte d SCALE: 3/8" = V-0" Scale a s No to d RIGAS DESIGN /BUILD 1-3/4X11-7/8 ML RIDGE Joseph Fischetti, P.E. PROFESSIONAL ENGINEER (2) 2X10 VALLEY 2X10 RR @16"OC 2X10 RR @16"OC 2X10 CJ @ 16"OC 9/ 2/ 19 2X10 DF#2 CJ @16"OC 2X10 DF#2 CJ @16"OC 1255 Kayleighs Court BATH 3 BATH 3 o East Ma rio n NY 11939 BEDROOM No. 2 BEDROOM No. 3 00 12 3 (2) 11-7/8 ML (3) 1-3/4X11-7/8 ML "OC w/3/8" STEE w/(2) 1" STEEL 2X1p RR @16 3/4" SUBFLOOR _ - - - - - - - - 2X8 CJ @16"OC ;, 11-7/8 TJ1560 WOOD-1 FJ @16"OC ALTERAMO NS I I FG COLUMN (TyP) & ADD1110 NS FG COLUMN I I (TYP) II ' 4 11 II PRO JEC T WAM: II 2X8 ACQ @ 16 OC 2X8 ACQ @ 16"OC 72X10Q GIRDER EXISTING (3) 2X8 ACQ De signe v/ Budde r 4 o a . GIRDER o a� r� a _ a 12"dia. CONC. PIER d,o d 'o RIGAS C O p e4 ° ,-v 12"dia. 22260 main road, orientny 11957 a CONC. PIER 631 323 8022 m p •p.00 � ° a,� o , = c@rigasco.com Q; O 24"X24"X12" 41 EXISTING BASEMENT a CONC. FTG. b d.� wig ine e r P.O.o se p h Fisc he tti P.E. a,r d p. d .� p - d d .� p - d d •� p d p. d o d p. d .� o - d p- d • � p d d .� c - d p. d . � n d p. d • � p - d d •� p a'r PBox616, SouthoId NY 11971 O n a 0. gy p. � � d ,0. � p� � 4 O� °'� ° 'oo ' o °' ° °oo 631 765 2954 e � o � CROSS SECTION B SCALE. 3/8 - 1'-0" \ `NI 1 Scale a s No to d f . A9 RIGAS 1-3/4X11-7/8 DESIGN /BUILD ML RIDGE Joseph i=ischetti, E. E. .o @tip 12 PROFESSIONAL ENGINEER o� +ti 14 SKYLIGHT SHAFT 2X10 CJ @16"OC 9/ 2/ 19 CD I BEDRO M No. 2 co 12 2X10 RR @16"OC 12 1255 Ka yle ig hs C o uit 3 6�'OC (3)HIP10 2X10 RR @1611Oc 3 Ea st Ma rio n NY 11939 2X10 RR @1 3/4" SUBFLOOR (2) 11-7/8 ML 2X8 CJ @ 16"OC 11-7/8 TJ 1550 FJ @ 16"OC (3) 9-1/2 ML GIRDER (3) 1-3/4X11-7/8 ML (STAIR) 2X8 CJ @16"OC W/ (2) 3/4" STEEL , _.-_.- --=_--------, I t — = _ _ = = = �,J 6X6 ACQ I I � -I! - - - - - - - POST (TYP) ' ' I I � r ! - - _ _ _ _ - I_ PORCH OFFICE HALL ENTRY1 = = = = = _ = - - - - - - - - - BED No. 4 AL�AMO NS FG COLUMN _ I I � '� � - - - - - - - 1'- (TYP) r _- - - - - - & ADDMO NS - - - - -- -- - - I I4 a" — — 7 — — 3/4" SUBFLOOR 2X8 ACQ @16"OC EXISTING 2X10 DF#2 FJ @16"OC (3) 2X10 ACQ GIRDER a° • 2X6 ACQ SILL a° TERMITE SHIELD a� PRO JEC TVAM: 12"dia CONC. 6,0 6 , SILL SEAL 6 0 O PIER •� •� •� _I `v `v d . _ o aa De sig nen'Build er EXISTING BASEMENT o 24"X24"X12" ° ° ° 00 CONC. FTG. IL PJGASC0 bo 6 , 60 8" PC WALL 22260 ma in ro a d, o fie nt ny 11957 •� •� -� DAMPPROOF 631 323 8022 D D. 1 C@ngaSCo.Com 4 CONC. SLAB a; a; a; ' d D• d •v o - ' d d . o d D. d • o — .D` d `�D c Dom` � •4D ' � v4 � v4 D 16"X8" CONC. FTG. (2) #4 REBAR I'�1g ine e r Jo se p h ]3sc he tti P.IF. CROSS SECTION C P.O. Box 616, Southold NY 11971 SCALE: 3/8" = 1'-0" 631 765 2954 Scale a s No to d RIGAS DESIGN /BUILD 1-3/4X11-7/8 ML RIDGE 12 � Joseph Fischetti, P.E. 8 (3 PROFESSIONAL ENGINEER (2) 2X10 CJ @16"OC 0 9/ 2/ 19 STAIR HALL 0 BATH 00 12 3 (3) 9-1/2 @16„Oc ML 2X RR -N 10 SOLID BLKG. 00 12 3 (TyP) 3/4" SUBFLOOR 2X1p RRC�16„)�_ _ _ _ _ 1255 KayleighsComt 2X8 CJ @ 16"OC 2X8 CJ @ 16"OC 2X8 @ 16"OC (3) 1-3/4X9-1/2 11-7/8 TJ 1550 i` st M a rl0 Tl NY 11939 ML GIRDER FJ @16"OC (2) 1-3/4X11-7/8 ML w/3/4" STEEL 6X6 ACQ POST FG COLUMN +I (TyP) ENTRY = HALL BATH CY) �•, o lD I� — ALTERAMONS J411 DECKING & ADDT1110NS _ 2X8 ACQ @ 16 OC 2X8 ACQ @ 16"OC (3) 2X10 ACQ °% (3) 2X8 ACQ GIRDER a° _ EXISTING oGIRDER v _ 12 dia. CONC ' 12 dia. CONC D PIER '� '� PIER ` m PRO JEC TVAM: r p a•' a.' 4. 411 24"x24"x12" ° EXISTING BASEMENT ' CON C. FTG 6 De sig ne n' Build e r o ,o RIGASC0 a 22260 main w a d, o fie nt ny 11957 d o - d �• d o - d p. d p d p. d o - d p• d p d d r o c_o. P ,. � p o. P• ,, v o ' ,. � 631 323 8022 c@rigasco.com CROSS SECTION D ung ine e r SCALE: 3/8" = 1'-0" Jo se p h Fisc he tti P.E. P.O. Bo x 616, So utho Id NY 11971 631 7652954 A Scale a s No to d All • -------------------------------- I I I • r————————————————————————— ————----- --- —————————————————————————————————————————————————————————————-I 1 #4 BAR,EPDXY EX.PC WALLS 1 I � CUT BACK EXISTING FOUNDATION i @12"OC (AS BUILT) POUR NEW WALL,RE-FRA E AND I I I RE-BUILD ROOF - 12 ' I BO I I DESIGN /BUILD q l 2X8 DF#2 RR @16"OC I I I i I I I I W U` I I Z I I I O I I 1 — Z I I I O llJ I I 1 N QLn I I -----------i___________—_________________ I 1 I I � 1 I � 1 I I I I I I I I M i I Joseph Fischetti, F.E. I 1 1 I I I I I I 1 1 _ Q 1 ; 12 ; I 2 3 'd` PROFESSIONAL ENGINEER I I I I 23 I ' ' � 23 I I 2X8 DF#2 RR @16"OC I � I bo I I N I I I I I I I \ I V I I 1 I I 1 I #4 BAR,EPDXY ; @12"OC EX.PC WALL (AS BUILT) ` ————————————————————————————— — ————————————————————————————— Q I I 1 I I 1 I I I I I 1 ` —————— -------------------------------------------------------------- 2 21-011 FOUNDATION ROOF PLAN 9/ 2/ 19 SCALE: 1/4" = 1'-011 SCALE: 1/4" = 11-0" 22'-0'1 6'-011 101-01' 6'-0" 1255 Ka yle ig hs C o ui t ------------------------------ - A31 A31 Ea st Ma rio n NY 11939 (2)2X8 HDR (2)2X8 HDR : I. _7'"_ _ 1 .L , 1_.-.-> _ -- TIT_ L�._ 1 : 1_ lI_ � L P. L_! _LT_T �1T1 l- : �i.T�- -- K �1 I--- i - ..:i : I .1. .T.....T.1..11-1.,I .._i I;`� .,T 1._..l 1. ....[.....L.T.....I_ 2X6 STUD WALL ,) ., ..-..�,. _I_ 1.Ty- ._l_r i. 1 ; ON 2X6 ACO SILLPLATE ) i w/TERMITE SHIELD T I ! i I I I 1 I _ _L 1 1 ___l _ __ J T! �__I7 _TI--LI.:1 .1_ I _ ❑❑❑ �❑ - ❑❑❑ ❑❑❑ ON SILL SEAL(TYP) � t --- � r- r I - i.. ' 1 F-100 Ef= E100 =1 AL �ONS- 1 �_ [ =1 I 1 I o a - 1_: i i i::_ [:_1.1__[__:T =�` _i 1____i_ T _1_ 1__1 L_ . 1 _� i _ �J 1 _�_1 I X 1 I & ADDMONS I I 1 N x � 2X12 DF#2 CJ @16"OC r 1 I ) H J r r , -' )-`-r r -� � _I � I ; ,a ------------------------- I; ----------------------- rA WEST ELEVATION EAST ELEVATION 2 32 3 SCALE: 1/4" = 11-011 SCALE: 1/4" = 11-0" 0 1 I I I ' I _ ' 1 I I I ' PRO JEC TEAM: I I 1 I I I I I I I I I De sig ne iY Build e r I I I I ------------------------------ I I 1 I 1 221-011 FJGAS C O 22260 main road, ofie ntny 11957 631 323 8022 FLOOR PLAN c@rigasco.com SCALE: 1/4" = 1'-0" cel wig ine e r -- -- ----- -- --=- - =-= ---- ------------------_----_------------- -_____- ________------ -3/4X9-1 _ __=__ —— --- - -------- --- - - --- —-3 4X9-1 -------- ---- --_------ - ---------,-F.,_—__._,_,.----------------.---_---.-----___..�_-�u__:_v:�_---=_-_ =-= r E V c h e c k S o i.Yf�a re Version .6.4 11/4 1 1/2 11/4 3 1 1/4 1 1/2 1 1/4 3 1 1/4 1 1/2 11/4411/4 AIM L0I � ance � � � � LAV m o LAVate . � L W.C. W.C. W.C. RIGAS BAH B H B H 11/4 30 2 2 3 11/4 3 11/4 11/4 DESIGN /BUILD C.O. I I C.O. 2 I C.O. Project 3 3 Energy Code: 2015 IECC Location: Riverhead, New York 11/4 Joseph 1=ischetti F.E. Construction Type: Single-family 11/4 11/2 11/4 11/4 11/2 , Project Type: Addition SINK � LAV. LAV. b SINK —113- Climate ENGINEER W.C. W C. F.A.I. Climate Zone: 4 (5331 HDD) D.W. Permit Date: Permit Number: 23 11/2 3 M11/4 011/4 Construction Site: Owner/Agent: Designer/Contractor: C.O. I I C.O. 3 J C.O. 1255 KAYLEIGHS COURT 3 EAST MARION, NY 4 TO PR ED ^L: d , , „ ,. , .,.". . v., " . SLOPE" 14n PER FOOT PITCH TO DRAIN m 4"C.I. SEPTIC SYSTEM RAP T HOUSE ,,yqF .. ">:.,,.,...;' ,. <"r:.; e°..., ..,,;z�,.a;�`: ..;zt3:ru..,.,.s �,...K..<_,;Fz?<".,u,,,<a.,,,x,,,_az"u.,:y._>..,.`f`i;b.:�a;..>;;'s✓-:.,.pro,,,,, .,,w <.�z�e..' x ,. .,,..."Yw.w Lr,.s., <ae.,,.,..,.,F.. ,S.ew 3 ettm >A:.,;✓w.h.,rwwcta„M+"a✓,.,., ,ce'".,s,: -N..,...v:i:F.:"" ,°sd%" •,, Compliance: 11.6% Better irhan Code Maximum UA: 251 Your UA: 222y Maximum "SHGC:" 0.40 Your SHGC: 0.28 9/ 2/ 19 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. PLUMBING SCHEMATIC It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SCALE: NOT TO SCALE Envelope Assemblies 777*Floor 1: All-Wood Joist/TruSS:Over Unconditioned Space 530 0.0 21.0 0.040 21 1255 Ka yle ig hs C o uit Floor 2: All-Wood Joist/TrLISS:Over Unconditioned Space 28 0.0 21.0 0.040 1 Ea St Ma 1"10 n NY 11939 Wall 1: Wood Frame, 16" o.c. 433 0.0 19.0 0.043 15 Window 1: Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC: 0.19 Window 2: Wood Frame:Double Pane with Low-E 25 0.270 7 �, I 2” 2" SHGC: 0.30 7 Door 1: Solid 21 0.280 6 2" o' o ' 0 " 1 0 . 2 2„ Door 2: Glass 41 0.270 11 ll 1 ll I 1 I SHGC: 0.25 1 i 1 i I l i i 1 l 1 ' 1 310 0.0 19.0 . IiI J I Wall 2: Wood Frame, 16 04 o.c. - 0 3 49 0 � � � Window 3: Wood Frame:Double Pane with Low-E 25 0.290 7 FASTENER TYPE: SPACING: lI I I' I I I I I lI I O ( I I ' I I f I AET—ERC1�O NS SHGC: 0.19No. ' I ` I ` No.8 WOOD-SCREW I I / Pane with Low-E 156 ,27 42 BASED ANCHOR WITH 16"OC �' J ' \ & ADDMO NS Window 4: Wood Frame:Double a O 0 SHGC. 0.30 •tin.EMBEDMENT LENGTH /I I � l ( � � � I � I I • I I No.10 WOOD-SCREWS I \' ' � • \ i n .� ' I ( I t I ( ( ' f l � I � I l Scissor1 263 Q, 4 BASED ANCHOR WITH 16"OC ( I 1 1 ( Ceiling 1: Flat Ceiling or Truss . 0 21.0 0.0 4 55 tin.EMBEDMENT LENGTH W Frame:Double Pane with Low-E 13 0.440 6 BASE ANCHOR WITH - - - 1I ( I 1 ( I I I Skylight 1. Wood BASED ANCHOR WITH 16"OC SHGC: 0.26 2in.EMBEDMENT I ENGTH _ I I — I I I I 1 1 SHEATHING 1 PLYWOOD I I / 1 2"APA RATED SHEATHING 1 I / 1 (GARADPROJECT V RNATMVE:7/16"O.S.B.) • 1 I I I \ '.• I I I �\ • 1 Y ' � o 1 111 11 111 1 1/2"APA RATED SHEATHING I I I I I GRADE PLYWOOD ( ( I I I (ALTERNATIVIVE:7/16"O.S.B.) De sig ne)d Build e r / FASTENER TYPE: SPACING: I 2X4 DF#2 Project Title: Report date: 09/01/19 No.8 WOOD-SCREW \ ' STUDS BASED ANCHOR WITH 10" RIGAS C O OC I• ( \\\ 1 I �I I / I Data filename: C:\Users;\handl\Documents\REScheck\KAYLEIGHS.rck Pagel of 2 WINDOWSILL 2in.EMBEDMENT LENGTH II 1 I < < 22260 main road, orient ny 11957 TYPICAL WINDOW OPENING631 323 8022 No.lOWOOD-SCREWS \' • ' I ( I • I ' •• I • / I I • BASED ANCHOR WITH 12"OC 1 1 I I 1 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH r l I I I I I c@rigasco.com Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHORWITH 16"OC calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in tin.EMBEDMENT LENGTH REScheckVersion 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. • TYPICAL DOOR OPENING FASTENER TYPE: SPACING; PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW Eng ine e r AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC Name - Title Signature Date THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH AND NUTS @ 2'4"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC Jo se p h Msc he ttl P.E. tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET P.O. Box 616 So utho Id NY 11971 AND EQUAL OR SMALLER LBA E AN HORWEW`C ED ANCHOR WITH 16"OC 6317652954 THAN 8 FEET EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) f;z�—r< :. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 4Yj: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO cn 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 „ CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 4� 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. i Scale a s No to d c� \lJ A13