Loading...
HomeMy WebLinkAbout49881-Z �o.Aoe 8UOlyO�G Town of Southold * * P.O. Box 1179 0 53095 Main Rd °�y�oU Na Southold, New York 11971 CERTIFICATE OF O f-CUPANCY No: 46230 Date: 06/06/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 160 Inlet View E Mattituck, NY 11952 Sec/Block/Lot: 100.-3-10.13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/14/2023 Pursuant to which Building Permit No. 49881 and dated: 10/12/2023 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 to existing single family dwelling as applied for. The certificate is issued to: David Tarr ,Kerry Tarr Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0180 ELECTRICAL CERTIFICATE: 49881 5/14/2025 PLUMBERS CERTIFICATION: Chris C. Gevinski 5/17/2025 fA - tho ' Si ature TOWN OF SOUTHOLD �` "SufFQi� BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE oy • o� ? SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49881 Date: 10/12/2023 .Permission is hereby granted to: Tarr, David 67 Stuyvesant Ave Larchmont, NY 10538 To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees letter of no jurisdiction and SCHD approval. Additional certification may be required. At premises located at: 160 Inlet View E, Mattituck SCTM #473889, Sec/Block/Lot# 100.-3-10.13 Pursuant to application dated 8/14/2023 and approved by the Building Inspector. To expire on 4/12/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $667.20 CO-ADDITION TO DWELLING $50.00 Total: $717.20 Building Inspector O��pF SO(/r�Ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �OIyCOU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Tarr Address: 160 Inlet View E city:Mattituck st: NY zip: 11952 Building Permit#: 49881 Section: 100 Block: 3 Lot: 10.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: ME-34091 SITE DETAILS Office Use Only Residential X Indoor X Basement Solar Commerical Outdoor 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 2 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches P35 4'LED Exit Fixtures Sump Pump Other Equipment Notes: 1 st Floor Bedroom renovation and 2nd Floor Addition Inspector Signature: Date: May 14, 2025 S.Devlin-Cert Electrical Compliance Form(9) 'Fait Hill Amex Aa. 54375 Main Road Fax(631)765-9502 P.O.Box 1179 :NS Southold,NY 11971-M9 MAY 1 g 2025 UMPINQ]DEPARTMENT Tdlvm OF. 013`1HOi Building Department 7�tr,n �F;sc,u.l�ol;1 CF.R FIcATro1v Building Permit = I J �V) �:swtaer- (Please print) (Please print) certifv that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signat ue= Swisifd it'd aeloW Hie ibis n day of . 20 � i`iciaev Pdolib; L! otitity Ee. YI d NO.O = Coed In ...i«(;:7!'M f,., F.'••,'r7°ry•<*'.b'f-.:.L 9C.-$!*.rpar ; I *OF 50(/l�°� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ?ViD wt INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. V] F UNDATION 2ND [ ] INSULATION/CAULKINGAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL. REMARKS: DATE IY INSPECTOR *OF SOUTyOlo # * TOWN OF SOUTHO.LD BUILDING DEPT. °`ycourm N�'' 631-765-1802 $ INSPEC ION [ ] 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 [ ] RENTAL RE 7:", KS. w, DATE �' ��'�I INSPECTOR SOUtyo� l06 TO N OFSOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION-1 ST/ REBAR [ ] 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 [ ]. RENTAL REMARKS: aj- DATE INSPECTOR w.SOUIyo - �o # TOWN OF SOUTHOLD BUILDING DEPT. e 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] OUGH 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 [ ] RENTAL REMARKS: 6� O cweln DATE 1� INSPECTORAU OF 50UT�°� # # TOWN OF SOUTHOLD BUILDING DEPT. couHr+, 631-765-1802 INSPECTION �a [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] 'FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: swvm ay- &M69,1& �OteL_ C9 qw(viv CA 4Z _ DATE ! 'l�v� INSPECTOR OE SOUlyO! C.l� (60 �� lIcq- VietvK # #. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] xROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ]---FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Nk&, ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C4 aa i�16 vvt C., Cali- DATE l INSPECTOR mksarchitect@optonline.net � d3 From: mksarchitect@optonline.net Sent: Monday, September 25,2023 10:56 AM To: 'Meyer, Nancy' Subject: RE: 160 Inlet View Attachments: TARR 09.25.23.pdf ? , Hi Nancy, here are existing conditions. OCT 4 2023 " The 9%2" microlam is upset just to below sub floor...no step. Mark BUITID'DIG DE PT. From: Meyer, Nancy<nancym@southoldtownny.gov> g Sent:Thursday,September 14,202310:56 AM To:'m ksa rchitect@optoni ine.net'<mksarchitect@optonline.net> Subject: 160 Inlet View Good morning, I'm reviewing the application for the Tarr addition/alteration. Your first floor plan doesn't quite match all the records we have for the existing layout,so sometime over the last couple of years this work was done. Can you revise your plans to include these as-built alterations so all can be legalized? This should include the expanded kitchen,altered pantry, half bath being relocated into the back part of the garage,walls removed to create the large living room,as well as the new layout for bath#3. Within BR#4,you give an alternate beam size(9%" Ivl upset), however it appears that beam would be upset into the room itself..will there be a step in the bedroom if they choose to use this alternative? If you have any questions regarding the requested revisions/as-built drawings that are needed,feel free to reach out. Thanks, Nancy .9lrancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i MELD INSPECTION REPORT DATE COMMENTS •o t� FOUNDATION (1ST) j ------------------------------------ — C FOUNDATION (2ND) Abnofmq<—Sm MkA—�u PIJ& &i-,� ROUGH FRAMING& a PLUMBING on — r INSULATION PER N.Y. STATE ENERGY CODE f nb Ij�� FINAL ADDITIONAL COMMENTS i —71 PO uc 2c4 " Q� c 1� i'.e c 107,5 �Z %J H No Ll z 9� W a x O d TOWN OF SOUTHOLD—BUILDING DEPARTMENT =o Gy2 ti Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hiips://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 Er 9ZZ IV J PERMIT NO. Building Inspector: - AUG 1 4 20 Applications and forms must be filled out in their entirety,,Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. TO)'VN X cfhji'1'I';4 Date: g Z OWiVER(S)OF PROPER Name: SCTM#1000- 00 d. . Project Address: O (N v kgr� Al C�L Phone#: Email: ft fa Mailing Address: .CONTACT PERSON: Name: Sc, WSJ Mailing Address: 0 6 9 G G4,L 3 7 Phone#: 31 7 4- Email: arc to g DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: . Name: C ( (J C. J& tV T-le-A'C/ /i Mailing Address: Phone#: 05 . / 62�.( Email: �� _ K r"a. i � 1ka� . DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 4KAddition KAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises?A,es ON 1 PROPERTY INFORMATION Existing use of property:S &L I% M Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ANo IF YES,PROVIDE A COPY. Cheek BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Penult pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): MA IC Agent ❑Owner Signature of Applicant: Date: 08I 1(I Z 3 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York l No.01 BU6185050 COUNTY OF �r�LW ) Qualified in Suffolk County l I Commission Explres April 14, 2 I�o� '1 YZL Yc w�2�� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ax ) mr A&c�:eT (Contractor,Agent,Corrfirate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this L��day of AM 20,),-:!,� &tn rv-y P� �� 1 Notary Public PROPERTY OWNER AUTHORIZATION, (Where the applicant is not the owner) 1, D l residing at o--� do hereby authorize l '�`�� ��-v`U�'r to apply on my beh f to the Town of Southol7Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith,President QF so, . Town Hall Annex A.Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski l l Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® • Q Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 6, 2023 Martin D. Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 RE: DAVID & KERRY TARR 160 INLET VIEW EAST, MATTITUCK SCTM#: 1000-100-3-10.13 Dear Mr. Finnegan: The Southold Town Board of Trustees reviewed your letter dated May 16, 2023, along with its enclosures, and determined that the proposed removal of the existing septic system and replacement with a new I/A sanitary system in conjunction with the renovation of above noted residence is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Any construction activity or disturbance seaward of the limit of Trustee jurisdiction will require an application for full permit. Additionally, any structure proposed seaward of the line of jurisdiction will require a permit as well. With any future permits it would be looked favorably upon if there was a plan for tree replacement and a non-turf buffer. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 2 It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, I' " 1 44"" Glenn Goldsmith, President Board of Trustees GG:dd BUILDING DEPARTMENT- Electrical Inspector O G r TOWN OF SOUTHOLD f z z Town Hall Annex - 54375 Main Road -P- ox 1179 o • � Southold, New York 11971-0 9 ti,, �a0�, Telephone (631) 765-1802 - FAX 1) 765-9502 ro _south o APPLICATION FOR ELECTRICAL INSP CTION ELECTRICIAN INFORMATION (All Information Required) Date: , Company Name: Alan 1� a bLa rrd /twL 7raG c Electrician's Name: R f a A /-/ f c_ bb&--O License No.: Ll j g , Elec. email: /,t_1bba rd rQd-S 0,!Z©/ Elec. Phone No: -? 171 Y 'I reques an email copy of Certificate of Compliance Elec. Address.: PL) go x. z-z-Ll 1 lea I e��, c� JCb N 11 JOB SITE INFORMATION (All Information equired) Name: -�r-r Address: p Cross Street: Phone No.: Bldg.Permit#: S email: Tax Map District: 1000 ection: 100 Block: Lot: 10- 13 BRIEF DESCRIPTION OF W91kKrnq51,QDES9QUARE FOOTAGE (Ple )Print Clearly): uo,2 fie rl e-VeCIV/:�9� Square Footage: II Oo Circle All That Apply: I S Is job ready for inspec on?: El YES ❑ NO Rough In ❑ Final Do you need a Tern Certificate?: ❑ YES ❑ NO Issued On Temp Informatio (All information required) Service ' e❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Servi Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals n 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION IAI ZM ?.,k,�a rJ 5 Y-9- c.* ( 07 91 LP P -*r- PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit- Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town'Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshta7southoldtown .gov seand ansoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN.INFORMATION (All Information Required) Date: ' / ' 2ce.-, Company Name: W i wuM cc-(vt C- Z %t Electrician's Name: ;-rt &i°frf License No.: /J) C-- �j c-(p c'\ Elec. email: •CAT;Nu 2-R r4l-f -e-c-41M Elec. Phone No: 63) 7(,5- Z�,f ❑1 request an email copy of Certificate of Compliance Elec. Address.: 20 S cx-r0 /P I JOB SITE INFORMATION (All Information Required) b Name: Address: 4 lr' ; —c.t./ ��AST ��4?f Cross Street: f/'�v�Ct� Phone No.: `I/2 Bldg.Permit#: email: Tax Map District: 1000 Section: Block. 2j Lot: Q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 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 Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI s Surface Sconces H H's UC Lts Fridge, HW POOL Fans ` Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater 1 Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Scott A. Russell � °SUFFQ,,r � 5IF01[ZMWA\,IF]E]K SUPERVISOR U T\\I[A\NA\G]EM 1ENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 - Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT 1 j ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ' - - - - - - - - - - i APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) ii NAME: �,�.. �� ��r ` Ize,-.r Jj"' .4 Date: j ill � � (J',gnalurel iii �. Contact Information: ,., tG-glad R Telephone Number) lid •�! (i Property Address / Location of Construction Site: v �., L �.�.- .�� S.C.T.M. #: 1000 111 S� District0-7 !' L: Section Block Lot i!! i l l TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT '! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i�i ! i Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required l i!I Area of Disturbance is Greater than I Acre &Storm-water Runoff Discharges Directly �l ❑ to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit Ili DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. lit !i Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold "! Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S P D E S Permit through the Southold Town Engineering Department i Prior to Issuance of a Building Permit. I : . 111 Reviewed By: Date: I S 3 j POR M " CM(-p-T()C(lr tnhPr 7n i n 1/�� TEST HOLE DATA A5-BUILT 51TE INFORMATION: -SUFFOLK COUNTY TAX MAP ID: 1000-100-03-10.13 OW HOLE DUG BY"+c oauuo r.— -EXISTING 5 BEDROOM HOME,PROPOSED RENOVATION FOR ONE ADDTIONAL yOF NE&V ON JAMARr 14 2023 BEDROOM.TOTAL G BEDROOMS. .`@� A.°. 10 "WA' Hr°;8 ' HARE ORVIEW ROAD -LOT AREA: 48,177.3G5cl ft, 1.I OG ac 5 �O -PROPERTY LOCATED AT I GO INLET VIEW EAST Yt o' MATTITUCK,TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK e Imaa s"•UKII -LOT 13, MAP OF INLET EAST ESTATES.FILED:MAY,O 1 1975,MAP#:G249 -SURVEY PROVIDED BY:PECONIC SURVEYORS P.C.,DATED:JANUARY, 21 2021 WMIN sla(w) -VERTICAL DATUM-NAVD'1988 DATUM C9 -SURFACE WATER LOCATED WITHIN 300'OF PROPERTY LINE. �,p 084813 Elr� eao+M MW s"m W Abandonment of the existing sanitary system must be in N -PUBLIC WATER,ALL HOMES WITHIN 150LF CONNECTED TO PUBLIC WATER. °0®FEgg,ON�� oo' O GENERAL NOTES: conformance with the Department's requirements. 1. DESIGN FOR G BEDROOM HOME. Submit completed form WWM-080 as proof ruE a s"No ts� 2. VA OWTS SANITARY REPLACEMENT DESIGN-SOUTHAMFTON SIP GRANT PROJECT. ,., }y 3.SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OW1­5 SANITARY SYSTEM (� CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS ' E ++A ````' ARE NOT GUARANTEED. N0° °' // 4.REFERENCE ELEVATIONS BASED ON PROPERTY SURVEY. 5.ON51TE UTILITY MARK OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE WORK 5 1 G.501L TEST HOLE DATA PROVIDED BY MC DONALD GE05ERVICE5 TEST HOLE INFORMATION Design Professional's Certification Required. �' e1 52.0 1 7.EXISTING SEPTIC SYSTEM TO BE LOCATED,PUMPED AND ABANDONED OR REMOVED AS NECE55ARY SCALE=NTS I Submit P.E.or R.A.Certification For PER 5CDH5 STANDARDS.EX51TING SEPTIC SYSTEM LOCATION COULD NOT BE CONFIRMED AT THI5 W , The Installation and Construction of the Sewage Disposal System �¢ 1�// 1 O TIME.SEPTIC TANK AND LEACHING POOL TO BE LOCATED BY CONTRACTOR PRIOR TO PERFORMING TE WORK. ZU Use Form WWM 073 I�t�g A'S 1 CTOR AS LLI C14 LO 8 SHOWN ON PLANS.BASEMENT LEVEL.INTERJOR PWM151NG AND INVERT TOFL MBING DRAIN FIXTURES TO EE RELOCATED BY LICENSED BATTACHEDING RTO NEW EJECTION Q 0)j Y I ir► PUMP IN BASEMENT SLAB BY LICENSED PLUMBING CONTRACTOR. W W _1( / 1 (Tl PROPOSED I/A ON1T5 SEPTIC SYSTEM FOR UP TO G BEDROOM RESIDENCE: W>? }• 1 1�+ 1. ONE(1)FUJI CEN-7 VA OW1­5 Z W Z 2. ONE(1)FUJI MAC I OOR BLOWER,VENT AND FUJI CONTROL ASSEMBLY. Q>Y � si9 APPROXIMATE ` 3.ONE(1) I O'DIAMETER BY 13'EFFECTIVE DEPTH PRECAST LEACHING POOL = LOCATION OF 4.ONE(1) 1 O'DIAMETER FUTURE EXPANSION, W W EXISTING BURIED 1 =J F- EXISTING WASTEUNE TO BE // ELECTRIC SERVICE TO I GENERAL SANITARY 5Y5TEM AND INSTALLATION NOTES: ~- EXTENDED AND RECONNECTED TO BE VERIFIED IN FIELD I. I/A OWT5 SEPTIC SYSTEM DESIGNED FOR UP TO G BEDROOM HOME PER SUFFOLK COUNT CO PROPOSED FUJI CEN-7 I/A OWTS i' MEN 7 DEPARTMENT OF HEALTH STANDARDS(5CDH5). W 2 WAS 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH PVC 5DP35 AND 4-INCH CAST IRON AT TEST HOLE el 38.0+/- SITING W FOUNDATION. Q FUJI CONTROL PANEL, MAC BLOWER ASSEMBLY AND VENT ' WATER F- p 3. OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE USING THE I/A OWTS 2-INCH CARBON VENT /// SERVVCE �� ; METHOD APPROVED BY MANUFACTURER. 4. THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DURING SYSTEM STARTUP. PROPOSED FUJI CEN-7 I/A 0W1S M 5. THE OWT5 INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDH5 AND BE A to t__4 FUJI AUTHORIZED INSTALLER. G. THE OWES INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5CDH5. THE DE51GN ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY 5CDH5. Q / also meter 7. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE ONE RE PROPOSED 10' x 13' PRECAST / AY t lecom 8 A GOAR 3AGEOWNER SHALL BE GRINDER SHALL NOT 13EDED TO 5CDH5. INSTALLED UPSTREAM OF THE OWT5. CONCRETE LEACHING POOL /w' E p,SPtiN-T DRt� � �c—�--`--4 a el 65.8 9. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. J wsa'��a+� e�c c� 10. CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE SEWER LINE LEAVING BUILDING PRIOR EXISTING SANITARY SYSTEM COMPONENTS TO BE LP i exist _ o CO , C4 00-- well �� TO THE START OF CONSTRUCTION.ANY DEVIATION SHALL BE REPORTED TO THE ENGINEER OF PUMPED AND ABANDONED OR REMOVED PER LP., e- wd [ t � RECORD. M SCDHS STANDARDS. , / sT oc> .�++— � �J� 1 1. CONTRACTOR 15 RE5PON51BLE TO OBTAIN TOWN BUILDING PERMITS AS NECE55ARY PRIOR TO Z00 +�// / S1 WOOD �°3`� /' Dr6� INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. C' M yb, / X\�-1 btCK � �%b / � 12. NOTE THERE 15 A HOUSE TRAP. I/A OWT5 TO BE VENTED THROUGH 2 INCH CARBON VENT. � o r` \ F- y LEGEND Q z} catch basin // Ct CA5T IRON Z U-LINEAR FOOT ,,, ti y` CO-EXIANOUTSTING MAX- CKIAkIN POOL PROPOSED - t�:�'. /i / ® /' CP-EXISTING SANITARY CESSPOOL MA%-MA%IINI MUM LW v� W 1 8' FI�TURE 1 ;t '''' ,� /% a/ /' STING PRIVATE WELL SERVCE. 3`o"57MUT e°mON sox pyR5 MIN M05iE WA5TEWATER TREATMENT 5Y5TEM f CL M � EXPANSION 1 > / EL-ELEVATION PT-PERCOlAT10N TEST (n 3: 1 FOR IRRIGATION PURPOSES ONLY. EX-E(PAN510NFOOL SCDH5-5UFFOLKCOUNT'DEPARTMENT OF HEALTH5ERVIM ~ Ex15-Ex15MED 5T-TETHOLETANK O W\ e� r r�: 1 ,,�ti�,' O D'- / FEE-GRADE EL FLOOR ELEVATION TH-ENT HOLE ' I 1 1 GE r-GRADE ELEVATION V-VENT pp / GPD-GALLONS PER DAY 7YP-TYPICAL / HEGE-HIGHE5T EXPECTED GROUNDWATER WM-WATER METER I/A OWT5-INNOVATIVE/ALTERNATIVE OWf5 O d �� \ , ► I OOQO py� A"E IE_INVERT ELEVATION a W a O ��;, `, � �, I 1 1 � � NEW DRYWELL FOR 2ND FLOOR ROOF O \,\ 'Ldm 1 1 I _ ���E1 TO BE DESIGNED BY OTHERS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES vO !1 3gEsi� PERMIT FOR APPROVAL OF CONSTRUCTION FOR A % 1� ��I 1 DW 7 SINGLE FAMILY RESIDENCE ONLY ` DATE:02-01-23 >D �WV tp % 1 I I SCALE: 1:40 " d•" wp�. % ,\ I 1 �,•T1 DATE 8/8/23 , S F. O. R-23-0180 tsr �U W 0 DESIGNER:TAO 6 I v + APPROXIMATE LOCATION OF PROPOSED � APPROVED ,(,. �— '� �• 1 0 No DRYWELL FOR USE AS POOL SHEET: + p W W Oa %% 1, pU BACKWASH. TO BE CONFIRMED BY FOR MAXIMUM OF 6 BEDROOMS �Y��• � �S� CONTRACTOR IN FIELD. SANITARY SITE PLAN 0 J. SCALE= 1:40 EXPIRES THREE YEARS FROM DATE OF APPROVAL _ W y W 0' SEE ATTACHED SPECIAL CONDITION, 0 40' 80, W W W \ "CAW W GRADING PLAN AND/OR PLOT PLAN. N •V W. 1/2'VENTILATION PIPE Volmne 1 seEcir�c�nrn+s �� �/� SLUI B CHAMBER e' Sedimentation Chamber 397 "' "' "'"`u. OF NeI 3' 2'�9' -1• Anaerobic Filtration Chamber 396 i+oww ru: 'e�5 �d�"- O/1,®� Aerobic Contact Filtration Chamber I81 our rm>rar.�-:mr, "i.:�a❑ CO 'tl`'1^^"� CIR LATIDI S[om B Chamber 90 L T AT AN ANGLE Ivwue ca�nv"vr gas �� ` © LIFT pup DisinfecChamber bar ( WATER TO 0. �,w•Eac"a� "'�T SIIFECTIEN Total Volume 1069 m• r RMr� R",R: 9 lo CYLUM rl'�T \ fOPTIQiAU •ImW aoa._e>rmee.a,r�a=aw.p.�1.�>w 4•IN.ET •IOITLET PPE SPECIFICATIONS PANEL N NEMA 4X •Mai�esa rtydveaeamafec4oi®n • • • ellkka'l.mgsa am c4av�.letab .q � �S arrv.mn, iY•Anaerobic Media PP/PE Filling Rate 32% -Rm�Am�'wan=�ba-aemuaww+ �®� 094875 !A Board T Aerobic Media PVC/PP/PE Filling Rate 17% iv • Aerobic Media PP/PE Fillet Rate 55% AND RcoNreoL ® S`�`� Blower 2.8 ctm ' VAET ® AP LPT PL*F EFFLLENT Tani: FRP WIRING TO Piping PVC/PP/PE ` Access Covets Plastic/Cast Iron TREATm Disinfectant(Optional) Chlorine Tablets T RESISTANT J BITt,IM RM IffCQ2CU.ATION PPE aAFFLe FLW B 0 DESIGN NOTES L`YL7iR mTmmu 4'IwaaaE FUJI CLEAN CEN-7 FOR RESIDENTIAL M,,� FUJI CLEAN MAC I OOR BLOWER W IB'MIVYfl.E CTYP 18'MAtiO.E 24•IY1tiaE RYP STRENGTH WASTEWATER UP TO 700 AIR BLOWER SCALE:NT5 V �� GGO GPD DESIGN FOR UP TO G-BEDROOM PRROM SUPPLY To owr W F— N TYPE FUJI CLEAN CONTROL PANEL DETAIL 0) CMTACT MEDIA SECONDARY SAFETY COVERS TO BE CA Q r- IN5TALLED UNDER ALL TREATMENT UNIT SCALE:NT5 W W e— COVERS. of��- ZWZ ® TANK TO BE INSTALLED ON LEVEL T»H COMPACTED SAND OR GRAVEL BASE cArE OF auxm,0 5-3� O Y AND PROPERLY BACKFILLED PER m+,rx,e•xonErP W W MANUFACTURER RECOMMENDATIONS. JS—TRUCTUR-E CIRCUIT BREAKER NOTES: FLOOR SLAB Surf ORm�B =ZUSE WITH MAC I OOR BLOWER AND FUJI (n ZCLEAN CONTROL PANEL.MAC BLOWER MAINBREAKER ELECTRICAL PANEL FUJI CONTROL PANEL pI�u TO BE HARD WIRED. BOOSEPANEL CB LI-20 AMPS-120VAC 'RINSTALLATION TO BE PERFORMED BY A T»r aSSotBI YFUJI CLEAN AUTHORIZED INSTALLERONLY. W START-UP AND SERVICE TO BE FUJI CLEAN CEN-7 SINGLE LINE WIRING DIAGRAMT — PERFORMED BY A FUJI CLEAN SCALE:NT5 wwroATwt BEFORRETR ns B eT0 FROM AUTHORIZED SERVICE PROVIDER ONLY. ATSUDaowCOMPuANrSOR35SEWMPWE FUJI CLEAN CEN-7 I/A OWTS DETAILS CLEANOUT AT FACE OF BUILDING SCALE:NT5 LEACHING POOL NOTES 45' - ONE 10-FOOT DIAMETER X 13-FOOT DEEP TYPICAL CLEANOUT DETAIL ........................................._.........................................,.........................................,........................................._...................................... ................................... CONCRETEPRECAST LEACHING POOL. $CALF= NT5 - MINIMUM 13-FOOT EFFECTIVE LEACHING DEPTH OF POOL. 40' .........................................€........................................._...................•..................................... CONCRETE SLAB COVER WITH ......................................... ...................................... ................................... COVER_t... 1 2 INCH TO G INCH PRECAST CONCRETE LID RDNFORCm MINIMUM BURY DEPTH OF CO SE7E Z 000 ` ���TMx��T REINF°RCED PRECAST GRADE,MAXIMUM 24-INCH. (7 v 1 F FD ERM CEIt•7 I/A Y GRATINGS: TINTS: MINIMUM TOTAL OF 400 SF EFFECTIVE o r EXIS GRADE i i TO COVER ttDl"2-MCIES TD GRADE LEACHING AREA (n V � IB-4�F1 RTSERS i SAFETY GS 35' EL 32.t'± E S MAXO M 224--OK s�TO GMDE FOR UP TO G-BEDROOM HOME. A W _ CCESS COVFR f7N/St/m GRADE .............................:............................. FFEu ELEANDUT € EXI5TING 501L CONDITION STATEMENT �I�T Z • � z EXIS GR TO GRADE EXIS GRADE EL 31.0't E%IS'•GRADE EL 30.0's EXIS GRADE EL.zsa= SOIL TEST HOLE DATA FROM SUFFOLK COUNTY v� �L j 32.0't : I LI / LEANa l p 30 ......................:.................... ....................t.........................................;. ............. . .................I..........................................;............................ - PLACED Cl) H FOIL EXIS IE 29.0't 1 ; BE ((SP,SW). C o tWil ................... LEACHING POOLS TO SAND AND GRAVEL O } O LEACHING POOL5 REQUIRE MINUMUM 3-FOOT (n Q 4-INCFI PVC SDR35 MIN SL-tIPE .02'/LF VERTICAL 5ETBACK FROM HIGHEST EXPECTED / 284_ 2B2# 29D -- -'•- - - - -- GROUNDWATER. - o 25 .........................................i................................................................................... ........... .........................i........................... •'•a•-�...... .......... ° NO EXPECTED GROUNDWATER. o 4- a 4.INCH PVC - SOIL CONDITIONS MAY VARY AND NEED TO BE Q SFR35 MIN tata lsm®��o CONFIRMED IN FIELD AT TIME OF INSTALLATION. C3C29 ME®CM®CM®®B9 - N m SI:OPE .01'/LF tals�m®m��® Q O 13'; - SUITABLE SOILS ENCOUNTERED AT 9.0'± A C3 Ca ON®®®®®®®IMI Z o CL / BELOW GRADE BASED ON TEST HOLE FROM o Q 20 ......................................i......................................... ...................................... w mm®Em®®®®®ml9 fA.. ... .. .......:................................................................ .... ......................................i NEIGHBORS PROPERTY. . . ..... ......:... REMOVE AND REPLACE UNSUITABLE 501L5 IF aca®CM®0M®®®®mI I mmcm!M=C0 gTao li®lo�®mmmW WQo NECESSARY WITH CLEAN SAND AND GRAVEL m to Iz lav�mmm��o FOR A DIAMETER OF SIX FEET FROM LEACHING NO 15� mmmcg;! ®®ram® - OTCOLLA ,EXTENDING DOWN OCTJG�C� C?9®C�®®mA _................................................................................................... GROUNDWATER ` """""'1 t'•••"......•• O THE FEXISTING ACCEPTABLE MATERIAL(SP F _—,_ ... PO ENCOUNTERED BOTTOM OF INTO PGDL @ EL ts.o' l0'� SAND). mC�®C�CSI®CSI®®®A DATE:02-01-23 mm0Qs®ME!ME!®®EMIT SCALE: NTS BOTTOM OF 00 CJ G�G�®GM G�®®B A TEST HOLE .........................................i.........................................i.........................................e....................................... _ ............................... SIGNER:TAO ' DE EL 11.0' i i c :.. :.......................................c CB C29 C25 CAI MM QM®®®EM IMI — — — — — — — SHEET: 5/ SEE ATTACHMENT(S) �- - 10'DIA -� 10' 20' 30' 40' 50' 60' 70' ma PROPOSED SANITARY PROFILE LEACHING POOL DETAIL SCALE— NT5 SCALE= NT5 SCDHS REF#: R-23-0180 +lj ,5UFFO KBUILT ITE COUNTYTAXTION:MAP ID: 1000-100-03-10.13 liz -LOT AREA: 48.177.366 ft.1.1 OG- --� IHARBORVIEW ROAD -PROPERTY LOCATED AT GO INLET VIEW EAST MATTITUCK,TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK 1�- 111111 111iiI AA -LOT 13,MAP OF INLET EAST ESTATES.FILED:MAY,O 1 1975,MAP#:G249 N R -ORIGINAL SURVEY PROVIDED BY:PECONIC SURVEYORS P.C., DATED:JANUARY.2 1 202 1 -THIS DOCUMENT 15 NOT A LAND SURVEY-ENGINEER SANITARY RECORD O DRAWING ONLY. 1 -VERTICAL DATUM-NAVD'1988 DATUM v� M AY 4 2025 L�"i) t7 -SURFACE WATER LOCATED WITHIN 300'OF PROPERTY LINE. O -PUBLIC WATER,ALL HOMES WITHIN 150LF CONNECTED TO PUBLIC WATER. W 4 E O VA OWTS SEPTIC SYSTEM FOR UP TO G BEDROOM RESIDENCE: 1. ONE(1)FUJI CEN-7 I/A OWT5 y 2.ONE(I)FUJI MAC I OOR BLOWER.VENT AND FUJI CONTROL ASSEMBLY. 3.ONE(I)10 DIAMETER BY 13'EFFECTIVE DEPTH PRECAST LEACHING POOL 4.ONE(1)1 O DIAMETER FUTURE EXPANSION. �"00 52 0 GENERAL NOTES: s / 1.VA OWTS SEPTIC SYSTEM DESIGNED FOR UP TO G BEDROOM HOME PER SUFFOLK COUNTY DEPARTMENT OF HEALTH STANDARDS(5CDH5). 11 i' p 2.SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWT5 SANITARY SYSTEM pT�4 A�%/ 1 p T�� CONSTRUCTION OTEED EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS ARE NOT to V n 3.THE OWTS IN5TALLER SHALL UG15TEP THE ON51TE TREATMENT 5Y5TEM WITH 5CDH5. THE �/ I DE51GN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS A5 REQUIRED BY 5CDH5. .Q 4.AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY R SHALL BE ED A t'�E 1Y9 /',/ I G.WATER 5OFTE ER BACKWASH SMALNDFR SHALL NOT L OTOBE FINSTALLEOLU5HE0UPSTREAM TO PROP05 D SEPTIC 5Y5TEM. 4�s '' 1 r�, 01 �.� 1 1 1:0 AS-BUILT DIMENSIONS FOR 1/A OWTS SEPTIC SYSTEM: FUJI CEN-7 I/A OWTS / �� BURIED ELECTRIC SERVICE FUJI OF LEACHING POOL i ACCESS HOLE A1: '.:1A 335 WATER MEN 2A: 50.5' FUJI CONTROL PANEL,MAC BLOWER o TEST HOLE el 38.0+/- WATER IS: 49' 28: 60' ASSEMBLY AND VENT SERIVCE /" 1 O V+I 2 / lent/ 10 V 4 CON hS iRON N AR OOr 10'x 13'PRECAST CONCRETE i oi'o i / 1 U1 �JEwV a sooE x M bw M ` LEACHING POOL elee meter olsTwwnox rox oevs-oN<IrE x'wsrEwnreR TREnnnenrsreTEM ie- E AY " tleeom EieveTCN rr -rErcownoN rer i g GARAG TDRNE�'1 "/ ESE—r—� Ex-En•u+srox rcwE scons-w.rov.c+wnT.oEr anAExr or nE.urnsERhn 8'FUTURE EXPANSIO ^ A`P iE' el 65.6 bs_ERsi,Nc 'T-sErnz_ b " I.E-F N61ED r WUR EIEVATIOx Tn.TEsi rolE TAT �� GEGY EifV4TLN V--T \ LP m'--cu ,e '"�Tit�E�D / M1EGE-nIGnESr EXIECfED GRM,NDA':.rER VAA-WATER METER / well ' vAOA•rs-IxewvArWErurerNAmt:owrs //C \ \ LL PW �v�v�M V .1.0o, If-ixVEkr ELLVeiNN �(, \ WAD t US °— /' .Oro.J . in � NO i \ a B \ __ / Twelch batln oo / �a0 I I I 1, �1/ RIVATE WELL SERVICE. �/ FOR IRRIGATION PURPOSES ONLY. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES el IA I I �t /' APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE YV9yV Date 3119125 H.S. Ref- No. R-23-0180 \ I I I THIS IS NOT A LAND SURVEY A9 DOE SCDHS SEPTIC RECORD DRAWING ONLY, The sewage disposal and water supply facilities at this location have been %` I\ '° I / 3RES1 inspected and/or certified by this Department or other agencies and found i\. \ I\ 0,1 / 1 1r to be satisfactory FOR A MAXIMUM OF 8 BEDROOMS. I•\ °�I I 1 I I THAN PAL,P-E.,CHIEF �\ \ Office of Wastewater Management 0 V��iq`o, 'y SANITARY RECORDS DRAWING \/ SCALE= 1:40 0 y y� 0 40' 80' SCDHS REFS: R-23-0180 r�• .1 A5-BUILT SITE INFORMATION: OE NOb A a0yy -SUFFOLK COUNTY TAX MAP ID: 1000-100-03-10.13 q HARBORVIEW ROAD LOT AREA:LOCATED TO ft. I.IT ac -PROPERTY LOCATED AT I GO INLET VIEW EAST MATTITUCK,TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK r- -LOT 13,MAP OF INLET EAST ESTATES.FILED:MAY,O 1 1975,MAP#:G249 � -ORIGINAL SURVEY PROVIDED BY:PECONIC SURVEYORS P.C., DATED:JANUARY,21 2021 0948T3 -THIS DOCUMENT 15 NOT A LAND SURVEY-ENGINEER SANITARY RECORD �A DRAWING ONLY. ®/ESSI 00 -VERTICAL DATUM—NAVD'1958 DATUM -SURFACE WATER LOCATED WITHIN 300'OF PROPERTY LINE. O -PUBLIC WATER,ALL HOMES WITHIN 150LP CONNECTED TO PUBLIC WATER. LO E I/A OWTS SEPTIC SYSTEM FOR UP TO G BEDROOM RESIDENCE: 1. ONE(1)FUJI CEN-7 I/A OWrS 2. ONE(1)FUJI MAC I OOP BLOWER,VENT AND FUJI CONTROL ASSEMBLY. 3. ONE(1) 1 O'DIAMETER BY 13'EFFECTIVE DEPTH PRECAST LEACHING POOL 4.ONE(]) I O'DIAMETER FUTURE EXPANSION. el 52.0 1 GENERAL NOTES: ' 1. I/A OWTS SEPTIC SYSTEM DESIGNED POP,UP TO G BEDROOM HOME PER SUFFOLK COUNTY LV S DEPARTMENT OF HEALTH STANDARDS(SCDHS). 2. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWTS SANITARY SYSTEM Z 1 O E►1 CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS LL1 N ARE NOT GUARANTEED. Q U) L0 ^y$ 1000, � V 1 3.THE OWr5 INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH SCDH5. THE F0 Q IG 1 v I r DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDH5. w W c— /' 4.AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE of�:} PROPERTY OWNER SHALL BE PROVIDED TO 5CDH5 FOR I/A OWr5. Z W_Z Q 1Gtji' �/ 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. Q>Y A 1�g9E / I ^ G.WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. _ U 4�s ' `ram', w L~ 0 AS-BUILT DIMENSIONS FOR I/A OWTS SEPTIC SYSTEM: z F- FUJI CEN-7 I/A OWTS ' BURIED ELECTRIC SERVICE I OUTLET OF LEACHING POOL e15 coo Q — �// FUJI TANK: ACCESS HOLE I- W r 2 / WATER M 1 1 A: 33.5' 2A: 50.5 Q FUJI CONTROL PANEL, MAC BLOWER �/ TEST HOLE el 38.0+/- WATER W C-{ 1B: 49' 2B: 60' F- ASSEMBLY AND VENT SERVVCE ,/,� 1 0 �1000, / ��p(YK V/V 1 O GI-CAST IRON LP-UNEARPOOT CO-CLEANOUT LP-LEACHING POOL CP-EXISTING SANITARY CESSPOOL MAX-MAXIMUM 10' x 13' PRECAST CONCRETE / v'p�i'o CA GTG-CUT TO GRADE MIN-MINIMUM LEACHING POOL else meter DB-DISTRIBUTION BOX OWT5-ONSRE WASTEWATER TREATMENT SYSTEM V t lecem EL-ELEVATION PT-PERCOLATION TEST _ 8' FUTURE EXPANSION ' GARDE PFWT DRAY V/ /E�E-E� EX-EXPAN51ON POOL SCDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -'L V /E el 65 6 EMS-EXISTING 5T-SEPTIC TANK TFE-FINISHED FLOOR ELEVATION TH-TEST HOLE / GE-GRADE ELEVATION V-VENT /V GPD-GALLONS PER DAY TYP-TYPICAL \ LIP O N /V E E / HEGE-HIGHEST EXPECrED GROUNDWATER WM-WATER METER Well / VA OWTS-INNOVATIVE/ALTERNATIVE OWT5 v IE-INVERT ELEVATION Z r $� \ Y�y V ' ��- � 00 � �M WOOD to L�'" ' C) ���' \ \ DECK J N b / (3 catch basin /'/ Q lY C..)H : ...�. o • W J Y do cc I / RIVATE WELL SERVICE. CD a �1 I I ► "' N FOR IRRIGATION PURPOSES ONLY. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 w w W\ ,� I I 0 APPROVAL OF CONSTRUCTED WORKS FOR w F � `: M o el 1$ I I \ a�\ 14 t a00�p S�,g ASIIVCLE FAMILY RESIDENCE } L" �o � a A; = N 3/19/25 R-23-0180 Q a o Date H.S. Ref: No. I_- g WWWy THIS IS NOT A LAND SURVEY Z �O. \ �ti6 I l I =I l �AGE SCDHS SEPTIC RECORD DRAWING ONLY. The sewage disposal and water supply facilities at this location have been < W y �� �� m 1 I I = `� p' L9E inspected and/o, certified b this Department or other agencies and found y \\ \x / ( / ES p Y p 9 � �W ° I I � to be satisfactory FORA MAXIMUM OF s BEDROOMS- I DATE:02-28-25 ` \ I JO='.THAN PAL, PE.,CHIEF SCALE: 1:40 \% V I l/ Office of Wastewater Managernenl DESIGNER:TAO % II ���p SHEET: Ib �9 SANITARY RECORDS DRAWING W W y �O % } V S SCALE= 1:40 -OO, 0 401 801 0= W W W W W \ REVISIONS: SITE DATA: SCTM: 1000-100-03-10.13 OCCUPANG y" OR DESCRIPTION: AREA LOT COVERAGE: APPROVED AS DOTED DATE: O• o7•ot g,p# ft USE IS UNLA �FUL PROPERTY: 48,193.1 SF 1.106 acres �e,�T Id(_ � �BY. Y (OUT CERTIFICATE p p _ NOTIFY BUILDING DEPARTMENTAT OF OCCUpA EXISTING HOUSE: 3000.1 SF 6.23% 1 631-765 802 8AM TO 4PM FOR THE �� FOLLOWING INSPECTIONS: EXISTING STOOP: 28.2 SF 0.06% 1. FOUNDATION-TWO REQUIRED EXISTING DECK: 696.4 SF 1.44% FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING ------ _ ° C�g20 �� - �° s. INSULATION OItL {+*.-� � EXISTING POOL: 880.0 SF 1.83 j / \ 4. F{NAL-CONSTRUCTION MUST �� ii�y{> ATC-C., TOv'VN CO + [4604.7 SF] 19.56%] BE COMPLETE FOR CO. /Z REou,, j;�`d�CO' D.7iOVD S ALL CONSTRUCTION SHALL ME THE c�ntttttr � AECIUIREMENTSOI=THE CODES OF yy UTFf�DTO�-'VNZBA PROPOSED 2ND. FLOOR YORK STATE NOT RESPONSIBLE FOR �""..`.r""""..r u.+.r..�OUTI{ TOl PLRI'dN�dG f�O�lf;(I CANTILEVER 10.4 SF 0.02% " pF 8 O� DESIGN OR OONSt1R1;>IG7�EARO�S tOUT}iOLD TO�;'."J TRUSTEES O / _ / �t YS`��� TOTAL: 4615.1 SFT_ 9.58 - - SOMOLD HWC TRUSS PLACARDING REQUIRED SCHp - 4113)e- MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: OCTOBER 7,2020 ° _ � ..:-_�•-� RETAIN STORM WATER RUPNOFF PURSUANT TO CHAPTER 23G GFA CALCULATIONS O OF THE TOWN CODE. LOCATION: AREA:,, � \ `_�-`� • �- PROPERTY: 48,193.1 SF �-� (280-207d)GFA PERMITTED: 5509.7 SF F--I 4�4 \ ' CS1T1 t . t11.CGi. PLUMBER CERTIFICATION EXISTING iST.FLOOR: 2221.0 SF ON LEAD CONTENT BEFORE EXISTING 2ND. FLOOR: - CERTIFICATE OF OCCUPANCY EXISTING GARAGE: 779.0 SF F+'� SOLDER USED 1N WATER TOTAL EXISTING: 3000.0 SF SUPPLySYST- "• EM CANNOT - irc b°'r k EXCEED 2 7Q OF r`�LEAD. PROPOSED 1ST.FLOOR ADDITION: -yam •�� „ f o� PROPOSED 2ND.FLOOR ADDITION: 971.E SF _ _ _ _ _ «w TOTAL PROPOSED: 971.6 SF rTl SILT FENCE rcgi°a:vl r'"� ��, '` F+-1 Nro Coen PLUMBING TOTAL EXISTING: 3000.0 SF O J ALL PLUMBING WASTE TOTAL PROPOSED: 971.6 SF \ � EX.36' 3'TROUGH _.,_ � \ 8 WATER LINES NEED a TOTAL GFA: 3971.E SF O TESTING BEFORE COVER;N'G CL 22'X 4 ' .;_ CaUriC^llon A-I EX.POO ug EXISTING SEPTIC SYSTEM TO BE xt �� REMOVED AND NEW PROPOSED l ..L y to Rcquired. \ 8'X 8' a IL/AA SYSTEM TO BE LOCATED .t r - EX. � X P E .S , B \v� NDWARD DESIGNED Y OTHERS U/G PROPANE \ O TANK O IITC EX.P L EX. WOOD DECK �oP EQUIP 6.9' sl_/ o ��5.0', ^� a GENERATOR STORM WATER MANAGEMENT DETAILS 1 / / / C is 38.6' r, (UNDER DECK) NO CONCRETE �, �' \ � DRY I WORK,NO WASHOUT \.I WELL �� j /% 21.3 1 C1 V� W 100%RUNOFF AT DRYWELL DRYWEL / L Q � o EXISTING o LOCATION: SF AREA: 2"RAIN PAR HOUR PROVIDE: CAPACITY: Cn z / 1 STY. HOUSE n' NEW ROOF AREA: 1277.3 SQ.FT. 213 CU.FT. (1)8'dia.,6'deep 254 CU.YD. W PROPOSED 2ND.FLOOR / 2 3' C~ ADDITION OVER EXISTING 0 j A 1ST.FLOOR O ry! vi 27.1' Q / 5.2'^ a. I OGEE GUTTER-STANDARD 5" �� / /25.0' STOOP 24.9' ku NOTES: .� 1).EXECUTION: [--i R A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Q O2).PREPARATION: rGG D / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O CATCH . PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR O ® /� B)O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.BASIN Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR OMETALS WITH PROTECTIVE BACKING PAINT. O 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. O a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B) CO NECTORSIVET AND CAULK WITH A BUM SEALANT SLIP JOINT m Q O 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 6J m V CONNECTION WATERTIGHT. X ^ U DRY WELLS TO BE 10' MIN. 4).PROTECTION: 0 m � A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. m � O AWAY FROM HOUSE ol B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 0 Ix O i y SITE PLAN SCALE: 1" = 20'-0" �► '� Q m m m OUl9 Il_ 'ys W WELL 7 W a � 0 . � N CP, ELECTRIC METER l WATER 60 6` METER 4' Aft 11..i►t�!'in'' .0 � a CONSTRUCT O r ENTRANCE 150.0 _, : Al INLET VIEW EAST aF - ` •-. DRAWN: MH/MS SCALE: JOB#: 8/11/2023 SHEET NUMBER: S- 1 REVISIONS: u'u1L�C� 000-1 - -- - 0 ulu_J[-JI--ILJ�JL I_- 11IuJ iuCu] _ _ -IIuJ uJL=1(uJUJL�_L _JLulfuJl �LuluJ�ul_uJ[uJL-!_u!-JL_J� ^ r 0 l • 00 ooc���-��r�o o �u�o�uu��uuru�u�oc�c�r�� or_ =CLD, L_f - C= _l " )Cu7[uCu-7 �OC�OOf� - �OrO 1_- - JC��C-i 1� oI LL= -1�- -_ ��]C� _ C � �- --- 7OO DOC uu I - �JC��� =C r���00 ]L� -_ — __.JuIUOO ]� D�nC�C �r ]—u ]O_ JC-I�JI=JL�u 7 u�����OOC]�]L 00�0�C�� OO --L 0��� - - -uu � j====--- -- -- -- - - uuuu]v ]O I—=�_ 00== O�C�U��C�uL�u JCS�[_]C J ] �UC_UDC' -_ J _==== � 7G�J��1�7C�C-._ll�[- ,J[ �h�C-1--- ]_C�c�E===r-1C��u(uuuuuu]luuuLuuJuuC�L�OOC�u7 �L�Jru JC-u�u J�uou�000r00000��r�oco[0000uo , �— �>r_ -_ _u=>>ru�rur� �lrulu�o�uC�0000�r��00000�oo�u��-� �ooro 000 � ou�(��c roo�000�o =L _,t___ ___ uuu�o JL=== o�a r 000000�oo=_- =_0000u 0000 �r�000000u�C�00000000uJUJ - u�or�u�f_�- PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" W � w � � � w � � z w � 000r� - �000� �r=lr--- 0 -- — p m E m x QL / Z u � � U Q) _P_JI=h Al 11 L JLu u[u1 I I j— Ifui—)i If i uI ii - if uluL=_li_ I �' 0 IC_1[�Jrf-uI�.JI�O�DOC��O���i�i�OC70� - J aLLi1C _I' -1 � J O �� _Ell �0000 ]C=1UIuIUC � �C�O �O(�00 1 �l SOD -LJ= ]C-]I_ i__ LLt oc ��c =- u - �cuoo[�c 4 u]uJ(uu � u Jur�oo= v _ - _ IuJ, - �J a �0_ O[� �O�L� ILII IL1J�OOC� -- u_Cu 1 ll 1 - �O[_7��C11=l=C�=OC�O �uucuu r1I -�r�o�u L-JcJuu!r u!�,�.-,�uuJ uo�] �oLu�uu� � o === �ooaoc 4 -JUuuJuuuJ�u�uuJu;ru._u � J000c�f- �000�C �000000E-_ 1 77 a ��o �� [ l�r�00000c�00000000000r� o000 000000000r�oor�000r�o�uur �_ �_�cu �_ _ O _3ur ]�ucuruu� t- �oo �0000c EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" + ,q + E4b It•faxa 14� s "ice• . DRAWN: MH/MS C SCALE: to JOB#: S/I l/2023 SHEET NUMBER: A-1 REVISIONS: I t -J[L= F� n� M--i W ^O^ � PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" w w � 0 � w � a H H H moo 00 - o m 0 u 0 m m Q)j p — x � u z u a tn i ur m m �a N W 17-- lu VJ U O 4M cot p }� M f EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" !, DRAWN: MH/MS Z3d, SCALE: ��',' F•{i , JOB#: 8/11/2023 SHEET NUMBER: A-2 REVISIONS: uo�u -W� �000 00, uu — o000 0 o W 0 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - -� PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" 04 � w � w W�W F-� z w x a H H 'DODO �0000 0 �0000 COIF-7 m u x -, Q U 0 Ln m Q) m »� t xiu Q U a z u u � � Q � tK .� cm o lu loll - - - - - - - - - - - - - - - Emw< .Q U — O N U - oee '�. DRAWN: MH/MS SCALE: EXISTING NORTH ELEVATION ' � � ' JOB#: /2023 SCALE: 1/4" = 1'-0" SHEET an NUM �i�'�°�w tgts. � EET NUMBER: A- 3 i REVISIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - - - - - - - - - - - - - - - - - - - - -� I I I I I I � I I - - - - - - - - - - - - --- _J Fl A I EXISTING DECK ABOVE W I � F4 I I I I I I I w I O I a I o I I t SOLID BLOCKING ' SOLID BLOCKING UNDER POST ABOVE I I UNDER POST ABOVE EXIST. BATH I No. 1 I EXISTING RECREATION ROOM . I I ' EXIST. LAUNDRY ROOM I w � v� W -- o > W EXISTING WALK-IN I EXISTING GYM CLOSET EXISTING UTILITIES EXISTING O STORAGE m Q o _ I I cq Q' cq r ' . X -� U -I- c1 m-- o m .. GARAGE p = X o u (1 u- It � 4 L »� r V EXIST. BEDROOM EXIST. WINE CELLAR I � , , No. 1 •-- N L Lu I . U W EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" A � U N u DRAWN: MH/MS �il QR rr,t. SCALE: JOB#: 8/1 l/2023 SHEET NUMBER: A-4 REVISIONS: ! I 1 I I 1 1 1 I I I I IIH I I I 1 I 1 r ! 1 1 r 1 1 I I 1 i I I 1 I I 1 I r I I 1 r r r t 1 r I r I I I r r r I 1 I I I r I I I 1 1 I I 1 I 1 I 1 I I I I 1 I I 1 { I I I I I I I I I 1 I I I 1 I EXISTING DECK REMOVE AND REPLACE WINDOW 1 I + 1 F + EXIST. BATHNo. 3 Z EXISTING DINING ROOM ---------------- EXISTING BEDROOM EXISTING KITCHEN No. 4 EXIST. I EXISTING MUDROOM EX. HALF w O I SKYLIGHT I BATH I I J REMOVE DOOR CLOSE OFF OPENING __------------- - --------------------- W O REMOVE CLOSETS — — — — — r I I O --------- --------- - --------------------- r - - - - i I I I I I I I I PULL USTARWN I I I I I I I I FLAT CEILING i I L — — — — — — — J r — — -------------- 164h I I -- -- -----, XIST. BATH I I SKYLIGHT I I I I I I I I N0. 2 I I F - - - - -I 1- - - - - - - - - - - - - - - - - - 4 1- - - - - - - - - 4 1- - - - - - - PULL I I I I I I I I I I - - - - - DOWN I I I I I I IQ I ILLI ILLI REMOVE EXISTING SKYLIGHT ' __ __ _ ___ ' I STAIR I EXIST. HALL CLOSE OFF OPENING (D I I I I_I EXISTING LIVING ROOM 1 1 I^I REMOVE PULL DOWN STAIR I I c Lj L - - J CLOSE OFF OPENING I I W I I w l I LLI I ICI ICI I'I Igl ISI Igl -------------------- -------------------- i 101 101 101 EXISTING GARAGE + + CATHEDRAL CEILING 1 I I W 0 I I I EXISTING DBL 2X12 LEDGER BD _ _ _ _ _ _ _ _ _ _ '----------------------------"------------------' I > Z ENTRYMen - r , ' 1 a HI r I EXISTING BEDROOM EXISTING BEDROOM I o No. 3 No. 2 1 1 ' 1 r 1 � , I I r r , I + I r , r , 1 ids � 0 C 4 2023 m �, o m AS BUILT EXISTING 1ST. FLOOR PLAN o SCALE. / = 1-0 1 41t I +t p X Q u r�•.r.I f1iFIL,tF A1Gc L � 1P"Ate I+bPk I•r.AVE ram, S P i 1 rm cc - r 1n, -r, tit° �c rct,rs jT3 H P1, cu-7 .. II 11} p • C41 t5 Cur 25� ('.��---- - ;-- � y J �w r.:1:,,'l:A.�} n�•:�I�aa ��!'.al`r i�$', - �` �F�*�e.r x �I � • .;---- -- Rrk V _ _ �,'�p�''� -' t• y,o i _ III, 3 ' I 1 � ' � �'� t`Y'K4 FAtl4• •b,.., .Si'�--+�:53'�iry Mti ^ -�.>'l+ ''3•f.,� 'Y� •.— •f-IN it_ F.. - t'is_I _L} ._v,i_ 'U'(Ss' i 111ttt Z z -T. ' 1 1/41 1/4 "1/411/4 114 T/4lu .+ i �' v ,_ _'r<tl' 1 - _ > - '. �'�•' 4 '�j�,tYR ncYllz / 1 1/2 11/2 11/4 2 Al E=l� .1 m !r ny.,Y mlela .J I sue' C�i' ;. E` •,: K -.. _ - - -�_LH�,, M t;:•' �'} -- '! W.C. LAV. .C. LAV. I' -e•, ,.,,�.� - '{ }. _ _i '.' _ '_I^ ,I D.W. M.�' V r �I tt !c p ..I I O'/r'' a•, '-{;�i 1�, .1 �.'r�-.. z -... r_•• z S,!`r..__---=$,.._._�.. SH ER O E ' SH R BAH �(O� J -ar _ �•..~ (( .Y.,,1 •'S'.i_>'... 1 -(' M1. Ct .wn'' 'tpfh.' 14Ci. %MCI CNU nF.'i i A1r. C.O.I 3 1 1/4 2 3 11/4 z C.O.12 111/4, 3 ! l� �' ^1 m 1 a vd• 1. lbce¢, > w,' 2a tR La"o,:C y i - L3 C.O. � .. ---'--' -� .. ''���F.•---- - -�al:.,�A. :r^�- �3'k�r':'_-__;,� ..3'8`e:,;;, ..�.��_:i.'.''� .f � 3 3 N ' _ ' 6i! "a,'F •m°' I' fih''•;" _cu ,.,>v�r"` ¢-��a ��LrLf.'�.�..���, .h,�, vc Knl,aa�r '�' ,I VI IL- +� I 'tl'hhK to.CS� � 1 '.•.�� 3. ',S�n,�,,1N.i7�:._;:''�1�1, n �:,a ''t,, G6, i ',�� k .. •".t_n+,'�" �� �i, '2'G� •,�-Ar�„"_+'.�..�,�-1J3� ;i.i;'. .G:,i.:�,I�:.4s,'� �I{o �� f , t t IL' I .1 (J��.�I—'•—_,[ fi , SC ,'1•:K,r>_ �. '. �f� h y"� '••[ 1`S � Iq ' _ .. ",.T- 'sa.- 1"hi�c Ste. y, �•`�,_;v ',. i. }, 7, 1. ., f` `�`� �_ - - - - _ .':p- -v, :_�-=-•. ,...�.'.�' .Cnuesr+i •,.'I +e emc.+,,.`r4,. `�� ��I� _ �b� ns. ..si.e ate�1"R•,'� } ,y' .�...1.�. 17/4 V }i_. ;.,�;,Il ';�� gt; `;'vL>=_',-.3�., F,. .I.,h,y.'.�. .,e+),. I _ �i�'' '�2 _ -,iL_ --3Fk .v-.C''»+-•":`_..F:-�',-p7'._.L�._.�--- _ 11/4 11/2 •�� � 11w 49xhY e� ^-' h•t 7 �� � � lu^ ;'g - - _-...—',.�.Z,r•,_'.,...�.. � �'1. .. 'a� •. p 1 LAV. W.C. 13" n� �5 I � '�J` :e." 'h., 'G ROC7'.M '•u a jS}'t-SIv4'f: 1 a. �. R, ' SH ER s3 •1C' 1,"1, :. ,,�-;i .-' n1 �,f+,l:,`� ,�:' '�_. va 1 �r•`FEa _y .. •e.c.� } ,-'— , 1 `liri'�. i . ..£:aa:,iu.F.�4.��,-•,':,,'(w'! 1: II �'�D P9'. �A' -r_a'• IL _ y i 3 A' 'x. I �C , 'I�! �.o. I •n•' s' to mot. L �J I I b' i i ,TF e !; �r s 7� f4 ,. Ir I =5 "a I-' tit y �,rh .t,�nr, .2.. -:�.Cy.Tr[spTa .� •tu`''• Cw'^ �+�� ,�V•(�Lµl' 2'w35 �'e .�' •r.h, sw, '• �,' 'a'' ... 'E l...tl'p o ,p +'�`'�1. ,�} !r v,�g� B'` .. '�,•Q„ I:. �. .,5*ubs ap..� ,. .'{ .V_`. 4 — {`�j . U1 SLOPE" 1/4"PER FOOT PITCH TO DRAIN TO APROVED 3 DRAWN I +L L.._ y 4,• ", I•' yb,L +► �"" �`T MH/MS `A l"',� .i^b°." �F. ,I.: 1. - 1y 4 I •.Y .rf; I•!� SEPTIC SYSTEM 4"C.I. .. I I 4 r• SCALE: �#`,�-^--' •R TRAP HOUSE . '. ��„ ' '.#; .xFi- �+"4X N2MAuv.!.. i`•� .�.'.� I.__,••,--y''.--.� '+ JOB9/25/2023 #: I^' ' f i �}'�_ {`5 Irfr: :','�"14;�:Si' 't�9' :�54 ewe,'v..">xY:,s. �:,..,y ��- a.2',<,7• w.l-.t_ - - �E. .; , :� .r' . i -� LL _.-•-'LS'° �,, �-_ _ G-- AS BUILD PLUMBING SCHEMATIC SHEET NUMBER: w� I ;.. •.- — 1? _�_ • o £�':.: I _" SCALE: NOT TO SCALE _ _ i� a ORIGINAL PERMIT PLAN A-5 SCALE: NOT TO SCALE REVISIONS: �j REMOVE AND REPLACE WINDOW O H W W EXIST. BATH , V1 No. 3 EXISTING BEDROOM O No. 4 0 EXISTING DINING ROOM REMOVE DOOR CLOSE OFF OPENING --------- ---—----- REMOVE CLOSETS ----------------- V 1 -- -- -----; XIST. BATH 1 W w No. 2 1 1 > Z i i 1 PULL 1 F+i W DOWN I I r-3 U REMOVE EXISTING SKYLIGHT ' __ __ _ ___ ' I STAIR 1 EXIST. HALL I I � CLOSE OFF OPENING •�• i 1 I I p ,F I I REMOVE PULL DOWN STAIR I I E— '— — — -' CLOSE OFF OPENING — --------—----------- ------------------- EXISTING � o ENTRY m 2 u x EXISTING BEDROOM EXISTING BEDROOM m o s No. 3 No. 2 - x a u u � �, rn ors m m —C m ca Lu a EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = V-0" lu O N N d lY U N a DRAWN: MH/MS SCALE: JOB#: 8/11/2023 SHEET NUMBER: A-5 ! o REVISIONS: I t I I 1 I 1 I I I I 1 I I 1 I I 1 1 I I I 1 1 I I I 1 I 1 1 I I 1 1 1 I 1 I 1 1 1 I 1 I 1 t I I 1 I I I I 1 I 1 I 1 I A 1 I I 1 I I I I 1 I I I I 1 1 I I I I 1 1 I I 1 I 1 1 I I I I 1 1 I I O EXISTING DECK SOLID BLOCKING BETWEEN JOISTS UNDER WALL W -o4—AT CANTILEVER—; � - - - - - - r CW34 � MIN. 1v,C HDR I ll (ALT..((3))2XIX10) REPLACE EX.WINDOWS IF) ' F--� (3)2X8 HDR Q �j 2X8 F1 @16 - "OC LL W EX.2X8 FJ (c116"OC 00 o, I l EX.2X8 FJ 6"OC x x SISTER 2X8 TO EACH Joll ---.1 0 0 1N N� O — _ _ - - - — ,= _ — . - - — UNDER TUB (4)1-3/4X7-1/4 ML w/(3)3/4"STEEL FLUSH ALT.: (3)9-1/2 ML w/(2)3/8"STEEL UPSET , GC TO OPEN CEILING i I * O EXIST. BATH FOR ARCHITECT TO / �nIL REVIEW PRIOR TO ►�/ No. 3 , CONSTRUCTION ' l EX.2X8 FJ 16"OC - kw a EXISTING BEDROOM I EXISTING DINING ROOM EXISTING KITCHEN EXISTING O No. 4 PANTRY EXISTING 2X8 F1 P,16"OC EXISTING SISTER 2X8 TO EACH JOIST HALF BATH \� EXTENDED EXT. WALL ABOVE I II II II II J � rT, I II 11 II II Q W I 11 II II II c I II II II II C? in II I 11 ILL JI 11 � DBL 2X8 r - - B - ------ --------- 2,6„ EX.CLOSET ALTER_ _ - ------ 1 a EXIST. BATH V N I r ---- --- REMOVE EX. o WALLS -- -- ----- No. 2 REMOVE EX. z SKYLIGHT UP X8 EXIST. HALL z ----- ----0 • EXISTING 2X8 FJ 6?16"oc EXISTING IIIbIIIIi VIIt'IIIII ING ROOM -------------------- -------------------- I I I I IIiIlI►I1I IiIII1IIII 7 EXISTING GARAGE E-� I I I i t I I m m xf I I I I I I x -, c u I I I I I I tn m Q) m •---------------------------------------------- O — x 9 L EXISTING I I I I I I I (L z IL w ENTRY o to r= EXISTING BEDROOM EXISTING BEDROOM o u No. 3 No. 2 `Q " cz EXISTING 2X8 FJ (@16"OC u'1 ) v 1 , 1 1 1 , GROSS FLOOR AREA (GFA) w LOCATION: EXISTING: PROPOSED: TOTAL: 1ST.FLOOR: 2343.1 SF - 2343.1 SF O N 2ND.FLOOR: - 961.5 SF 961.5 SF � 'Q A TOTAL: 3304.E SF �N PROPOSED 1ST. FLOOR PLAN v SCALE: 1/4" = 1'-0" U cot t y�`r1l!f4�...�lq,c {1J1 tq� `A �F4 DRAWN: MH/MS SCALE: JOB#: 8/11/2023 SHEET NUMBER: A-6 I I i REVISIONS: A 24'-5" ol 8'-911 6'-1111 8'-911 ol 4'-8'/411 v 4'-03/411 3'-51/2" le 3'-5'/211 4'-03/411 4'-8'/411 P5040 F--I _ CW34 CW34 (3)2X8 HEADER TEMPERED fTl ( )2X HEADER 3 2X8 HEAD R ® I I Q I I N J' O N - rn x I BATH No. 3 I ,z Ln M I � 14'-8'/z" 9'-5'/z'j ' g BEDROOM No. 5 ElI 2)2X8 COLLAR TIES 9'-0"AFF 3' Ql/211 O 'x 8" �SHWR\ 2'.6" 1 1 1 1 I 1 1 to 1 I 1 1 I O p I 1 -1 1 11 ao �— X r 1 NII 1 1 I I El [I _I I'O Ln M I I 1 1 I I 11_ - - ►L{ HALF WALL FNf-i W O 2'-6 30X45 _ I _ SKYLIGHT I - -- v \ v1 --- ---- N II��1I F , O I h-LI W 00 I 2X8 C1 16"OC d 00 M — — — r-a U M I 10'-10'/2" 3'-7" I �, z I WALK-IN = N I Q 'I' CLOSET xm I O 9'-0"CEILING STORAGE I I CLOSET 9'-0"CEILING I I 2'-6" I N I O b� m t Q)OJ o m 7'-4'/2" 16'-1'/z" I x c I OFFICE I _ (2)2X8 COLLAR TIES O O � 0 � X I 9'-0"AFF N Q] Q) 00 u, 18'-011 7'-6" 810 1 1 i r F Q) (3)2X8 HD ( )2X8 HDR 01 N C�0 Q) Q) tV ; AW251 N AW251 N p lu 3 jzz-,24=t� N cV 1 (3)2X8 HEADER a CW24 � 24'-511 d U O PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" 4 AElm< N N f- N d s d1 {" . DRAWN: MH/MS �� SCALE: JOB#: 8/11/2023 SHEET NUMBER: A- 7 REVISIONS: A Z MAIN GABLE TO HAVE WRAP-AROUND O TO MATCH SIDES AND HIP RETURN 12 AT DORMER. BUMPOUT TO MATCH 4.25 DORMER PITCH,20"OH AT HIPS 8"OH AT GABLE [�] ----------- ----------- NEW ROOF OVERHANGS ' TO MATCH EXISTING --------------------1----' ' ----L--------------------, I ; I I / I I I I 2X10 RR na.16"OC 1 � __ v ' � FLASH BETWEEN EXISTING ^ . "ROOF AND DORMER(TYP) x I � �• I I I 1 2X10 RR P,16"OC I , — DBL 2X10 COLLAR TIES @48"OC(TYP) --1— I - -- ------- }--------------------- --' RE-FRAME ROOF SECT ION AS REQUIRED.LAYOVER i NEW ROOF DORMER _ xlo W I R -___________-__-___________ ix x 1 u ----------- ------------------'• • ' ' n PRESERVE EXISTING I SKYLIGHT I N ROOF OUTSIDE WALL `✓ I I 1� TO WRAP AROUND - -------- ------------' I—+ NEW DORMER(SEE ELEVATIONS) ; 12 j (2)2XIF 4,25 — I , � ' 2X10 RR A-16"OC 1 I I I I I I I I r__________ _ _________ ______________ I 1 BUILD CRICKET BETWEEN ENTRY ROOF AND NEW DORMER m w' ---------------------' 12 2X10 RR P16"OC 4.25 i m O w Z nun`` I o ) \o N >` LLI9 �----------------------- ----------------------- I - -- REPAIR/REPLACE EXISTING - ------------ - -------12-------------- GUTTERS AND DOWNSPOUTS ------------------------------------ ----------------- ---- -------------- AS REQUIRED.ADD NEW GUTTERS 12 AS NEEDED(VIF) W t~ .Q 'Q A ~* N PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" .4 U d raD DRAWN: MH/MS SCALE: JOB#: 8/11/2023 SHEET NUMBER: 3 A- 8 I I REVISIONS: 11-7/8 ML RIDGE 1-3/011-7/8 ML RIDGE J' 12 -- - 2X4 @16"OC ZX)p 4'/4 RR ti DBL 2X10 RR BETWEEN TIES @16"OC f. 1f�tR • (2)2X8 COLLAR TIE @48"OC @ �- FLASH AS REQUIRED 2 Lje� wn 2X8 C1 @16"OC �` 2Xi� LM IE SECURE TO RAFTERS AT EACH T ROOF INTERSECTIONS eA END w/(4)1/4"dia.THRU BOLTS w/WASHERS AND NUTS(TYP) O 0 EXISTING FFIC WALK-IN CLOSET BEDROOM No. 5 0000 EXISTING ROOF ADD BLOCKING OR NEW OF SECTIONS EXISTING 5/8"SUBFLOOR EXISTING 5/8"SUBFLOOR TO REMAIN OR RE-BUILT RIM BOARD AS REQUIRED ADD MIN,1/4"OVER SOLID BLOCKING ADD MIN,1/4"OVER — _ SISTER 2X8 TO EACH EXISTING JOIST(16"OC) I 1 1 1 I I I j i 1 2X8 FJ @16"OC SISTER 2X8 TO EXISTING (4)7-1/4 ML w/ FJ (16"OC) (3)3/4"STEEL MATCH EX.OH TO V1 EX.OH REMAIN O EXIST. BEDROOM No. 3 EX. EXIST. BEDROOM No. 4 `1 � 00 00 EXISTING EXIST. HALL 9 EXIST. rT� EXISTING FLOOR SYSTEM EXISTING EXISTING EXISTING EXISTING GIRDER rT, w EXIST. a EXISTING EXIST. EXISTING FINISHED BASEMENT IL ` • 4 �..I 41 b. b♦ Peal ' EXISTING a,' EXIST. vA � 3 CROSS SECTION C CROSS SECTION A �j to SCALE: 1/4" = 1'-0" �j to SCALE: 1/4" = 1'-0" Generated by REScheck-Web Software Compliance Certificate _ W � Project TARR W Energy Cade: 2018 IECC Location: Southold,New York O 1W-4 Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 a Glazing Area 16% Climate Zone: 4 (5572 HDD) U Permit Date; 1-3/4X11-7/8 Permit Number: ML RIDGE Construction Site: Owner/Agent: Designer/Contractor: •� (~ 160 INLET VIEW E. r MATTITUCK,NY 12 2 >6�a...abdelr&r 77'. 7-,-' a-a4'/4✓ kip RR @76 Compliance:0.09E Better Than Code Maximum UA: 133 Your UA: 133 Maximum SHGC: 0.40 Your SHGC:0.36 '10C The%Better or Worse Than Code Index reflects how close to comp ll ante the house Is based on code trade-of rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. S',b on-grar'r tradooffs are no longer considered in the UA or performance compfiance p��th in REScheck Each slab-on-grade 2X8 CJ @16"OC assembly in the specified climate lone must meat the minimum enei 9y rode lnsulnhon R-value and depth requirements FLASH AS REQUIRED T ROOF INTERSECTIONS Envelope Assemblies ,,:,.,_j,. O z Ceiling 1:Flat Ceiling or Scissor Truss µ 758 30.0 0.0 0.035 0.026 27 20 _ V Ceiling:Cathedral Ceiling 204 30.0 0.0 0.034 0.026 7 5 O X ^ C V Wall:Wood Frame,16"o.C. 1.061 20.0 0.0 0.059 0.060 52 53 0 Window:Wood frame 173 0.27U U.320 47 55 O WALK-IN CLOSET 0` STORAGE CLOSET al o SHGC:0.34 O,0 EXISTING U Floor:All-Wood joist/Truss 10 30.0 0.0 0,033 0,047 0 0 0 X Compliance Statement;The proposed building design described here is consistent with the building plans,specifications,and other �- IL R calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In Z u REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. EXISTING OFF SECTIONS F ADD BLOCKING OR NEW � Name-Title Signature Date EXISTING 5/8"SUBFLOOR O u Q TO REMAIN OR RE-BUILT RIM BOARD AS REQUIRED (K 14, ADD MIN,1/4"OVERLLL m m SISTER 2X8 TO EACH EXISTING JOIST(16"OCR ip 0 r' to Es` c Q) F N rJ LU 3 Project Title:TARR Report date: 11/30/22 _ c Data filename: Pagel of 1 t NEW STAIR N Y r..l oo EXISTING EXIST. EXISTING BATH No. 2 HALL ® ® ® ® 1�2• ® ® ® O 2" • .f� z VLU ® ® ® ® it, FASTENER TYPE: SPACING: LL v No 8 WOObSCREW BASED NCH(M WITH 16'OC - EXISTING 2h.EMBFDMNT LNGTH ® e EXISTING EXISTING No 10 WOOD-SCREWS bins D ANCHOR WITH.EMBEDMENT LENGTH S6« ® ® 8 e•( 40 ]/41n,dia LAGSCREW 6 BASED ANCHOR WITH 16"OC Ewp� 2h.EMBEDMENT LENGTH •1 o ® 11/4 1In 11/4 11/1 11/4 C. A.PLYWOOD '• SHEATHING W.C. V V �• 1/2•APA RATED SHEATHING GRADE PLYWOOD EX I STI N G (ALTERNATINVE.7/16"O.S.B.) BAH fiE1 R d• ® ® EXISTING 12"APA RATED SHEATHING 2 ; FINISHED BASEMENT _ GRADE PLYWOOD ® /1/4 I �( (ALTERNATMVE:7/16"O.S.B.) 2 g 11/a C.O. b♦ • I -_a•Ilia I ti FASTENER TYPE. SPACING V4 '• No.B WOOD-SCREW STUDS ® ® a•' EXISTING BASED ANCHOR WITH Ho"Oc WINDOW SILL 21n.EMBEDMENT LENGTH • 13 • •• • I• • •• • •• • • •• • • 1• • •• 1 TYPICAL WINDOW OPENING No.10 WOOD-SORMS •' ♦• • d PANEL SPAN EQUAL OR SMALLER tin.EMHEDMENT LENGTH v e yrilt� y BASED ANCHOR W"N 12"OC THAN 4 FEET 1/41n dia.LAGSCREW p ♦ trk`_.)tq - BASED AN WITH 16.OC a 21n.EMBEDMENT LENGTH • �'/ PEI TYPICAL DOOR OPENING A N.M-2X,lDVLYw'000AssEMauEs FASTENER TYPE: sP a G. SLOPOOT PITCH TO DRAIN TOAPROVED PANEL SPAN GREATER THAN 4 FEETSYSTEM AND EQUAL OR SMALLER 2 2X4 R WITH H STAINLESS 4"H SEPTIC TOGETNE0.WmlSTAINLESS STEEL No. WOOD-SCREW TRAP HOUSE CROSS SECTION B ' . Q BASED ANCHOR WITH 8.OC THAN 6 FEET OR GALND NUT BOLTS W/WASHERS AND NUTS 0 2'-0"O.C. tin.EMBEDMENT LENGTH Tl T 11 x { TYPICAL MULTIPLE OPENINGS BASED WOObRCRFwB ,. y}^ elF BASED ANCHOR WITH 9"« to SCALE: 1/4 = 1 -0 ' 'r� PANEL SPAN GREATER THAN 6 FEET 2In.EMBEDMENT LENGTH "1 PLUMBING SCHEMATIC � DRAWN: MH/MS x. AND EQUAL OR SMALLER 1/41n.dia.LAGscatw n t II Q BA.EMBEDMENT WITH 16.00 SCALE: 1/8 = 1 -0 THAN BFEET 21n.EMBEDMENTLENGTH •'f • N SCALE: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' �;zt� �°, JOB#: AS PER SEC. R301.11.2 NYS CODE: PROTECTION OF OPENING gip`, tA 8/11/2023 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 49� , .,. SHEET NUMBER: AND MAXIMUM PANE-SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPEMNGS 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 SUBSTrrUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. A-9 l Rfi3M0TQB'sTS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD u BOTTOM PLATE p RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS rl FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 0 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 ILOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2��D. ADS5 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 RAFTER2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC � WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATES WALL SHEATHING RAFTERS MAINTAIN ( ) VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE ' - FINISH WALL AND MOISTURE BLOCKING r�}, ' `�` 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF �-GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ���' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR I EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES AT BASE MIN. 4 INCHES THROUGH VENT IDES 4 INCHES AND LAPS NAILED TO SHEATHING WOOD JOIST _WU TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 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 -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEE INSTALL 4'O" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. CONFORM TO SLOPE 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 O DBL. SILL PLATE I SUB FLOOR m� rm-ITITj U TERMITE SHIELD m SILL GASKET ' � I WOOD JOISTS �X t!1 nrl m'c�s��c QOj NEOPRENE �( i� ��pv CONC. SLAB GASKET -��. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE �-- X" TYP. CONC. FOUNDATION /� , C 6 MIL. POLY � OQ, ��U DAMPPROOF EXTERIOR r 3 ' I BOLTED TO STEEL BEAM WITH aLok)- LL U9k 6MIL POLY ON EXTERIOR V GRANULAR FILL \ .` r V STEEL COLUMN `� ' ^ ` , :o \ `` f 1/2 " DIA. BOLTS 48" o.c. STAG. O�Z �tow Q) Z-, CONC. SLAB 4 ' G p Cr ROOF JACK I , \� u u STEEL BEAM (N'oi 44,u,.,� r, n n p \� ANCHOR BOLT EMBEDMENT: . 0 rc+l`a�i � r C COMPACT FILL ° p POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL •�r V r ^ BLOCK WALL: 15" I TOP AND BOTTOM PLATE 6) U m- � ROOFING LAPS KEYWAY FOOTING o V ° 4 ° FLASHING AT .` ' WITH 1/2" x 6" ANCHOR BOLT ollp I-& tt)� `. a �'n p CONC. FTG. 'p Q'p G o' SIDES AND TOP 1/2" GROUT (z r ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS N� z 1 0 „ (USP LBPS58 OR BP583) �+ 5 I 3" STEEL COLUMN ()_� p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS _ ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL UN TYPICALSILL PLATE TO FOUNDATION CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC NHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION c� SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL �V N� SUBFLOOR 40 CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR USE 2X8 I STEEL BEAM FOR BLOCKOUT h , 4" SLAB W/ 6X6 WMM I SLOPE P.T. PLATE " AIR 1 S ACE 4"DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT 10tn 2 Q �1 ° ° ,� / I (WITH A NAILING PLATE IF NEEDED) AT END AND "�`7p1 `� ° " °' ° ;< °° , ° TO BE APROX. 1/2" OR HIGHER THAN w ��ys•,\ ES OF WOOD o�p STEEL BEAM TO ALLOW FOR SHRINKAGE r GRADE r =--n'-"---«--'-- r r r t,' BEAMS - _ I I °D oa ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. II- I�III_I� -11 Q �� 12" a a _`� 11HI IIIIJIEII� o ,'D o D n�, NOTCH BEAM FOR MUDSIIL IF REQUIRED -- MAXIMUM p ��—��� SUBFLOOR MIN. ^ �'� �'p n •� �1 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ��— D o ° " . D REINFORCING BAR ° , "III ° 4 °'o �I I C OIST C. DRAIN TILE I�—� n e° SHEET METAL / 30# FEL- UNDER BEAM AT POINT I� C�'n �° �° GSTEEL BEAM 12 p. OF CONTACT WITH CONCRETE OR CONC. BLOCK ��iTj—iii_iTj-iTj—iTl_iie_ iim o° G 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. } 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT u '. 'y ;+� t4 . A BEAM POCKET �-•^ I ! I i WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: ("JENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ® 1-1/4" x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL g g p P JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL ( ) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL: 4-8d COMMONJOIST 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 FRAMING ELEMENTS t AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES 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 LIVE LOAD(PSF)R301.5 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 %FCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 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 UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 These codles 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 VGFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Sd COMMON EACH TOE FIRE ESCAPES 40 (GYPSUM) U240 GUARDS AND HANDRAILS 20o CONCRETE WALLS (6"THICK) 85 CEILINGS accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 -15d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 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: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 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 STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these fans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) P P P P g P P g TOP PLATE 2- 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ►tom+ ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2- 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE (. NAIL O.C.attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMONPER 20 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: � FOUNDATION NOTES: Type 11 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. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 � 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ) FLOOR FRAMING. LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE I SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 - 8d COMMON EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on, 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O. . 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMO 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 rya 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 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, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: SHEATH l 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 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 6 inches o.c. ''" 1). All franriing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 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 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD � w ( ) WALLBOARD Sd COOLERS 10" O.C . FIELD INTERIOR ZONE 18d COMMON 6" O. . 8d COMMON 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. @ @ openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING:_' openings. Bearing wall window sills shall also have (2) window sell plates for 20wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and GO and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL ga and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Sl 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5 . All flush beams/headers to be installed with heavy duty galvinized hangers and YP g 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall p i Y Y g g PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Doubleup floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. 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. on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD > 1 7). Provide 2 - 1-3/4" thick microlams )height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). ) FLOOR SHEATHING: �- 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and fates to protect and secure the structure. Verify With the JOINT DESCRIPTION 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 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. state code and manufactures recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. � HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NOTES:ES NYS Residential Code R302.11-FIREBLOCKING REQUIREDqh under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) tffi requirements. NOTE: 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 CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. .�6 *1114 needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. � ). Y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor �+ equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the Genera( nailed 6 on-center at the panel edge. If wall sheathing 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, � Contractor and owner for final review and approval. is nailed 3�� on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor p ceilings and cove ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or a'ternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufact ire's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. .a 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13)' room wallsg All bathroom to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 9 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. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current 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. INCLUDING SUBFLOOR,IS COMPLETE. - 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 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �4, ` ' ; torch down type material over. and R315 of IRC. A k* s �p� 16). All Sill plates and wood in contact with concrete to be pressure treated. Sill plates to UNLESS OTHERWISE NOTED,OVERHANGS TO BE 16", EXTERIOR FIBERGLASS COLUMNS TO BE HB&G " p P FASCISM,RAKES TO BE 1X8.FRIEZE BD TO BE 1X10 OR APPROVED EQUAL.INSTALL WITH CAP be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. & s 4 GENERAL CONTRACTOR TO VERIFY WITH ARCHITECT AND BASES.USE WITH FLASHING CAPS TO FOR CLARIFICATION PRIOR TO INSTALLATION COVER TOP 8 3 �x