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of SooTyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd �2' COUHn,�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46138 Date: 05/02/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1300 Broadwaters Rd Cutchogue, NY 11935 Sec/Block/Lot: 104.-9-4.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/23/2024 Pursuant to which Building Permit No. 50488 and dated: 03/28/2024 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: Interior staircase and "as built" alterations to existing single family dwelling as applied for. The certificate is issued to: Charles Keeney ,Laurie Keeney Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1094 2/5/2024 ELECTRICAL CERTIFICATE: 50488 4/16/2025 & 5/17/2025 PLUMBERS CERTIFICATION: JBT Plumbing LLC 5/l/2024 Aut oriz d Signa e FSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • °� TOWN CLERK'S OFFICE Odium. � 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#: 50488 Date: 03/28/2024 Permission is hereby granted to: Charles H Keeney Jr 640 Deerfield Dr SW North Canton, OH 44720 To: Legalize "as-built"alterations to an existing single-family dwelling as applied for as per SCHD approval.Additional information may be required.Amended 2 4 25-#o constructgan in,terior staigease as.appli FZ. � — Premises Located at: 1300 Broadwaters Rd, Cutchogue, NY 11935 SCTM# 104.-9-4.1 Pursuant to application dated 02/23/2024 and approved by the Building Inspector. To expire on 09/27/2025. Contractors: Required Inspections: Fees: rnen'd'mentFees� A Xrkd*$40,OQ CO-ALTERATION TO DWELLING $100.00 AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $2,464.00 Total $2,604.00 Building Inspector o�osuFf TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE y . �g SOUTHOLD, NY �, o 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#: 50488 Date: 3/28/2024 Permission is hereby granted to: Argo, Erin 1300 Broadwaters Rd Cutchogue, NY 11935 To: Legalize "as-built" alterations to an existing single-family dwelling as applied for as per SCHD approval. Additional information may be required. At premises located at: 1300 Broadwaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-9-4.1 Pursuant to application dated 2/23/2024 and approved by the Building Inspector. To expire on 9/27/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $2,464.00 CO-ALTERATION TO DWELLING $100.00 Total: $2,564.00 Building Inspector SO!/TyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • OQ Southold,NY 11971-0959 �Q �ycDUN1Y,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Erin Argo Address: 1300 Broadwaters Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 50488 Section: 104 Block: 9 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59276 SITE DETAILS Office Use Only Indoor Basement Wo Service r Solar (— Outdoor F— 1st Floor 5-0 Pool r Spa r Renovation r 2nd Floor I— Hot Tub r Generator (- Survey r Attic I— Garage Battery Storage INVENTORY Service 1 ph F- Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Other Equipment: (1)115ARC Fault Breaker & (4)120 ARC Faults Notes: Staircase Added to Basement Inspector Signature: X - Date: April 16, 2025 Sean Devlin Electrical Inspector sean.devlinitown.southold.ny.us 1300BroadwatersStairsW ired o�*pF SO!/T�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Box 1179 CO- P.O. Q Southold,NY 11971-0959 �ly� �_`�O sean.devlin(a�town.southold.ny.us 4UNT`I, �l BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Erin Argo Address: 1300 Broadwaters Rd city:Cutchogue St: NY zip: 11935 Building Permit#: 50488 Section: 104 Block: 9 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: as built License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 1 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel 90A A/C Blower Range Recpt Ceiling Fan 5 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 23 4'LED 3 Exit Fixtures Sump Pump Other Equipment: Fridge, DW, Micro, W/D, 90A Sub Panel 24 Circuit/20 Used (6)120ARC Faults Notes: " AS BUILT NO VISUAL DEFECTS " Second Floor & Basement Inspector Signature: Date: May 17, 2024 S.Devlin-Cent Electrical Compliance Form o��pE SO(/�yol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA_ : Q Southold,NY 1 1 97 1-0959 � Town Hall Annex �� a Telephone(631)765 1902 54375 Main Road P.0.Box 1179 r 4 Southold,NY 11971-0959 BLq. A TiMENT TO E 1 * ., HOLD ov r� 1 t G" E �� BUILDING DEPARTMENT i TOWN OF SOUTHOLD t " MAY 2024 ;� CERTIFICATION ''cs'o,4-L e r. � ! tu�i « �L Date: J I L Building Permit No. S-0 `1 �, b Owner:_.-Er t vi A r- Please +tint � (_ - Plumber: � I 1�11� JU 1 �l (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 da of . . ,..2 Notary!'ablic; c� U� County SUSAN R MICKEL I Notary Public-State of New York N0.:01MI4996613 Qualified in Suffolk County j :' My.Commission Expires May 18, 2026 OE SOGIyo * �# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 631-765-1802 �;qgi INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL f4 6(f-S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C - 46&� owr Cv f:l 1)ll DATE INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 o �g INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL � �4& [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL S e REMARKS: h av (2h --l" Dr . ftDk A4AAkM 1 J rr^^� Y! S Gb DATE [to INSPECTOR 5-0 1 �o��OF SOUlyo�o TOWN OF SOUTHOLD BUILDING DEPT.. 631-765-1802 :INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PL13G. [ ] 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: d C. o • y'g-! DATE 5�/5�� S' INSPECTOR so 00 # TOWN.OF SOUTHOLD BU1 DING.�DrEPT. cou 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 EMARKS: 4,-f- U`�� � ! 4-:& Wj,� . rr u /&/�41 ��-sQ� a� / Ld e-A I e o4m wes o PAT, DATE INSPECTOR . OE SOUIyOID # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] . FOUNDATION 1ST/ 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: A.5- 1-3b i J Cr I c 41 CA 4f0-/VA � DATE INSPECTOR OF SOUIyo� 50 9 1 -�7' C'O # * TOWN OF OUTHOLD BUILDING EPT. cou 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: &errc_k6_t1 c, DATE Z INSPECTOR hO��pF SOUtyO� (:j # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT-ION [ ] FOUNDATION 1ST/ 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: -irjc&f c 0,ve5�1, L DATE INSPECTOR HITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road• PO Bo\ 933•C UIC-11ogua. \Y 11933 631.734.41135 1 t•tvc.hlksarchitcc•t.cum February 12,2025 Southold Town Building Department c 54375 Main Road F E B 2 1 2025 Southold,New York 11971 Building Department Re: Keeney property Town of Southold 1300 Broadwaters Road Cutchogue,NY 11952 To whom it may concern, I have been on site during portions of the construction phase and reviewed the project progress. The project framing has been completed as per plans and meets or exceeds NYS code requirements. Please call this office with any questions you may have. Sincerely, Mark Schwartz e MW 1 ORD M AY 2 4 2024 F3uildia�c����artrirent ut Southold I ' ,!f(NYNM,^.plrtMOlO lull}40 oEwt. � I INSPECTION .p,/Ip.MYYY im Att ' I I M YY.tY11 LM*I.I�R•'.:.Y YYYIWI R.f,.M'4" I IRlc1RL•I.WOMi 1.l c,YL.wck,.•ui ,i���nOI,YPo. I I Y•[W f l wewn, r _ x s 'T r , ., .,r,. _.- ^� - � -.s t _.,..,,'� �:- Wit' �✓ _ '?��,.. -ice .r AP r +z • * t ♦ ! F> K A ��` .��,�,.: .--� . 16 ; �J ':1► .. }. �..�„e,,��F71�. �� fit- w .+�. a •. , °IMF .�. jw fA 14 + -�; • ♦, + .. - �_ ,fit, • �,�. 4_ f dP06 t- a "ft,i . . . ,• .�. ,, ,,� a441 0 OP ep JPOPL } + i - I a 0 a; + E c E w I MAY24 �� -� _--84di�94artment _ 4 e "sot I M, C s 8 o� OiN .cam Nt a SD N N O N r T ` � f w► a � � � s EL D INSPECTION REPORT DATE COMMENTS (3) FOUNbATION (IST) ------------- -- ----------------- FOUNDATION (2ND) O ROUGH FRAMING & PLUMBING INSULATION PER N.Y. STATE ENERGY CODE -—---- --------- FINAL ADDITIONAL COMMENTS 0 4?00 -5 ii� - z Q pal m rT A AA I—7rov,- bl- r4e c, 53 s W r (2Ilk OL '? TOWN OF SOUTHOLD—BUILDING DEPARTMENT/ � �� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 litti2s://www.sotitholdtoxvtiny.gov �!r Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only r � FEB2 2 2024 PERMIT NO. �d�?� Building Inspector: _ -�- Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:2-12-24 OWNER(S)OF PROPERTY: Name:Brin Argo SCTM#1000-104.00-09.00-004.001 Project Address:1300 BroadwaterS Rd Cutchogue NY 11-935 Phone#:860-961-8092 Email: Mailing Address:33705 County Rd 48 Peconic NY 11958 CONTACT PERSON: .Name:Erin Argo Mailing Address:33705 County Rd 48 Peconic NY 11958 Phone#:860-961-8092 7im- ail: DESIGN PROFESSIONAL INFORMATION: Name: M c dvidg -r Z Mailing Address: 19150 Gj3 C OTC HP �,�, Vr Phone#: .� j �' JEmail:,l�s CONTRACTOR INFORMATION: Name: Mailing Address: Phone#. Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: (00therAs4s CO $ Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMAi I0 Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes D(No IF YES,PROVIDE A COPY. Chee as,provtdo i by Ctiuptcr in of ttic 7gwn ods,APi'LiCATIOfM IS HEREBY MACrs to_the suildinB pepertmdnt for the Issuance of a Butidtng permit pursuant to the Bu dint;lone. .,Lirdfnaitce of the Tgvm of Southold,Suf(oih,Wurtty,New Yq end other app�able f�aNis ordinari`ces or Replatlorrs for thesonst►racNeri of iNuHd#nYs, eddfttoru atterattons ortorremovel ordertioHtion a s herbinslescNbed'The a',tkaro a ,. ., ,_. .. • irP b�to com,ptywtth alt app(lta6te faiws,ordinances,bugdtng code, ,•- houstnsode and re;ulatlons and tg admR autiid►ized 6ispectors on prenrlsea'autd In bui #01 for netrsssary,inspectlons'False;gtenum5 made fiercin are punishable as a ifrGiss A.rttisdemearwrpurswAE W SectWn 2x0Ab tithe New lfo(t 5tatg PeiW#Lair;°> k VP-90 Application Submitted By(print na ):me ®Authorized Agent C30wner Signature of Applicants T /i:!i Date: 2-22-24 STATE OF NEW YORK) SS: COUNTY OF suflolk Ma*��ZWn being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty-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 , day of 49rU a( 2Q 2 Notary Public DIANA FRANKE PROPERTY OWNER.AUTHORIZATION NOTMWPUsuC,STATE OFNEWYORK Registration No.05FR6288691 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires September 09,20 ZS I, Erin E. Argo residing at 33705 County.Rd.48 Peconic 14Y 11.958 Mark Schwartz do hereby authorize to apply on my behalf a Tow f Southoi Building Department for approval as described herein. 2-22-24 Owner's Signature Date Erin E. Argo Print Owner's Name 2 's Er- ^� BUL NG DEPARTMENT- Electrical S�ffO[,�' I� Inspector 4 TOWN OF SOUTHOLD 5 VAn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy O�� ��� YP f � p.hone (631) 765-1802 - FAX (631) 765-9502 'jWes 96utholdtownny.gov - seand(o)southoldtownny.gov 'APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: ( ( Company Name: ak/yuS Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: l U0 TG ( go,( Z Bldg.Permit#: email: e y e oCd 5 Nam,I.car Tax Map District: 1000 Section: Block: Lot: j BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE-FOOTAGE (Please Print Clearly): e yG Square Footage: bo- Circle All That Apply: Is job ready for inspection?: 2- 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 D H Frame Pole Work dorie on Service? E1Y FIN Additional Information: PAYMENT DUE WITH APPLICATION �� PC. -.J6���y �4d�vEI:Dt �o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD =` Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a-southoldtownny.gov — seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: a ,�_ - 2 Company Name: 0 2 �� Electrician's Name: License No.: �Elec. email: � j7«�e, ,"/ am Elec. Phone No: 3 2 2 ®I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 13,00 I! Cross Street: Phone No.: Bldg.Permit#: �Fo 4y 3S email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: I "sP a Ja i Is job ready for inspection?: ❑ YES ❑ NO ERough In 0 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 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 2 1q 2S ago[ /?C—Z V ee c c a-7&D J ''B U� l L' �NGDEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 5 n-Hall Annex - 54375 Main Road - PO Box 1179 C3 Southold, New York 11971-0959 y�0 ��p ,�� _t'. .," n,"Tbfiephone (631) 765-1802 - FAX (631) 765-9502 outholdtownny.gov - sea nd A-southoldtown ny-90- -v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: Cwyv---s Electrician's Name: License No.: Elec. email: Elec. Phone No: F1 I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: V306 Cross Street: Phone No.: k U0 T6 Bldg.Permit email: f:st! e- eceLo 0� IVILad--e-" Tax Map District: 1000 — §ection: b Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print.Clearly): (f 8t"tc bufta"1415 [- Square Footage: F 755-khl Circle All That Apply: Is job ready for inspection?: YES ❑ NO F-]Rough In [D-Final Do you need a Temp Certificate?: F-1 YES ❑ NO issued On Temp Information: (All information required) Service Size 1-11 PhFJ3 Ph Size: A # Meters Old Meter# FINew ServiceE]Fire Reconnect[]Flood Reconnect Oservicie Reconnect Elunderground Eloverhead # Underground Laterals 2 F] H Frame [:] Pole Work done on Service? Y FIN Additional Informatibn: PAYMENT DUE WITH APPLICATION 'S6� PERMIT# Address: Switches 2 3 Outlets GFI s � � Surfac Sconces Q H H's UC Lts Fridge HW POOH Fans S Mini Fr. W/D Panel Pump Exhaust 7) Oven Sump Heater Trnsfmr Smokes 2 1 DW Generator Salt Gen. Carbon Micro GrbDis Water Bond I Lights Heat Pucks 'ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo ?j Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used pcel- -2zJ-Am Have Used Sub psq Q 7�Comments �� ^'� o�/�10J- d vQJ` gcJ, d f— .S' n i � AA rrj tL �—a,;' sp lwc-r��14�XvQleh lv�o�r6g dodo— ow"4" re I f d� Woj Aa--� �OS�fFp�,�Co BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c o Town Hall Annex- 54375 Main Road - PO Box 1179 ^� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(cr-southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: ,�_ Company Name: g2pw, - (C Electrician's Name: ,�s License No.: 9at Elec. email: ,�7-T «�,C6 Elec. Phone No: $ I request an email copy of Certificate of Compliance Elec. Address.: -71 JOB SITE INFORMATION (All Information Required) Name: Address: �p q j/ Cross Street: Phone No.: Bldg.Permit#: 3-o 88 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: I "Sp a J a/ Is job ready for inspection?: ❑ YES 0 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# El New Service[]Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 2 161 25 ere C- /C)9 $n-#�- SD498k c,9,19�-- a-7&D PERMIT# 5 D o U Address: Switches Outlets I GFI's Surface Sconces I ol/ H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater 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 I WELL SITE INFORMATION 1300 Broadwaters Road TERS COv pEG� Cutchogue, NY 11935 BRp ppW A TOWN OF SOUTHOLD MAP OF NASSAU POINT CODED NOTES - SCTM: 1000-104-9-4.1 \� LOT AREA: 55,524 SQFT 1 - SEPTIC TANK (1500 GALLON) 2 TORT ' AS-BUILT UPGRADED SEPTIC SYSTEM 159.33' 7t�. 2- FUJI CLEAN CENT TANK N /�3qAMIt 2 STORY RESIDENCE (6 BED) „ 3 - DISTRIBUTION BOX (SEE DETAIL) R S D NCE08 50 E �_ _�� _ _ 4- (4) 8.5'x4.75'x4' DEEP LEACHING GALLEYS. � I N AS-BUILT IA OWTS DESIGN -6 BEDROOMS , LOCKING TRAFFIC BEARING CAST IRON ,00 —� COVERS TO GRADE. 9 (1) SEPTIC TANK (1500 GALLON) ® J (1) FUJICLEAN CEN 7 TANK P/0 LOT 254 5 - (2) 8.5'x4.75'x4' DEEP LEACHING GALLEYS A P Q� (4) 8.5'x4.75'x4' DEEP LEACHING GALLEYS. LOCKING (50% EXPANSION) B SHOO TRAFFIC BEARING CAST IRON COVERS TO GRADE. 6- EXISTING SANITARY SYSTEM TO BE REMOVED c (2) 8.5'x4.75x4' DEEP LEACHING GALLEYS (50% FUTURE EXPANSION) �`'o OR ABANDONED IN PLACE AND FILLED W/SAND c1� GENERAL NOTES �O IN ACCORDANCE WITH SCHD STANDARDS. 6 ,' N G' (APPROXIMATE LOCATION SHOWN) -THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKF LL N FO,�. \ ` 7 - FUJI CLEAN CONTROL PANEL AND BLOWER SYSTEM START UP. I I G AND DURING <L \ OWNER TO VERIFY FINAL LOCATION CONTROL PANEL AND BLOWER TO BE INSTALLED N -AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE 8 - ELECTRICAL LINNESES TO IA OWTS IN VIEW OF IA c MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS T � � \\\U-CP. 9 - SEWER CLEANOUT ON INLET SIDE OF TANK o 72 -THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY o, SEE CLEANOUT DETAIL 2 4 THE MFGR PRIOR TO ARRIVAL AT THE SITE. \ �o 10-CHARCOAL VENT v' 3 G � , O, �3 �� G Gv Cr\ -A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP c�-A4 -THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING ��p S 4 N 01, DOCUMENTS PROVIDED BY THE DESIGN ENGINEER. CHARCOAL VENT O; 4 LOT 255 c - INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM Doi ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY AS-BUILT CROSS TIES ® 4 4 4 � ` DISCREPANCIES. SEPTIC TANK cc, - CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF ` AB1=17' 6 0177 1 CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY \` 5 /yqr N NORTH DISCREPANCIES. OUTLET OF FUJI TANK 0 A2=47' 7 ` / -THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE B2=33' / ENGINEER AND SCDHS. 8 N SITF PLAN -THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND DISTRIBUTION BOX SCA E: 1"=20' UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED A3=54'B3=40' THROUGHOUT THE PROJECT PER PREVALENT CODE. -CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, ` A4=67 LEACHING GALLEY COUNTY AND LOCAL SAFETY CODES. B4=53' VISUAL BEACON - OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY (36 IN. LEACHING GALLEY BELOW GRADE, 12 IN. LIFTS MAX) ` A5=78' ATTACH PANEL TO MCA WOOD PANEL B5=63' ATTACHED TO MCA 4"X 4"POST.POST AC 8OR AIR BLOWER -OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR ` DEPTH 36"MIN BELOW SURFACE DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. P/0 LOT 254 LEACHING GALLEY AIR COMPRESSOR -ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 314" $�H SHED OCC RES A6=76' 15APOWERFROMPBREAKER 40 PVC PIPE. DIRECT BURIAL N PUBLIC WATER NOT PERMITTED. B6=60 POWER LINE TO FLOAT TAIR ANK NE TO TREATMENT OAB WELL LEACHING GALLEY AIR LINE TO ALAR - MAINTAIN 10'VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. � 4 A7=86' 15 A POWER FOR COMPRESSOR USE -ALL 18"AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE DECK B7=71' O w _ BREAKER / x POLYLOK OR TUF-TITE. � (r END OF PIPE STUB I ELECTRIC SUPPLY FROM DWELLING - NEW GRADE TO BE 5% MAX SLOPE WITHIN 20' OF IA OWTS A8=79' Q ,/ o Es C ® 1 N `�N B8-67' ,� - OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. 0. Q BLOWER AND PANEL DETAIL -THERE ARE NO KNOW WELLS WITHIN 150' OF PROPERTY LINE. LOT 256 A B p0P cn SCALE: NTS OCC RES o- -THERE ARE NO KNOW WETLANDS WITHIN 150, OF PROPOSED SANITARY SYTEM PUBLIC WATER c �� N Z AST IRON TO PVC ADAPTER C CONNECTION TO BUILDING 1 SEWER © / PVC ASTM 03034 SDR 35 PIPE 2c� 2 3 / W/THREADED CAP CLEAN OUT TOOWTS CHARCOAL VENT �0., CAST IRON PIP PIPE DIAMETER,SLOPE,AND AS-BUILT I/A OWTS Plan N EXISTING EPTH AS REO D 4 \ FOUNDATION 1300 Broadwaters Road SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6 ` ��, � �` � Cutchogue, NY 11935 APPROVAL OF CONSTRUCTED WORKS FOR A BINDLE FAMILY RESIDENCE B HEET NO: DRAWN BY: REV: DATE: 2/5/24 R-22-1094 / CLEAN OUT DETAIL R J•W 1 7-24-23 Date H.S. Ref. NO. N ` / SCALE: NTS 2 9-19-23 � c � HECKED BY: The sewage disposal and water supply facilities at this location have been " M.T. inspected and/or certified by this Department or other agencies and found ® ISSUE DATE: 6 to be satisfactory FORA MAXIMUM OF _ BEDROOMS. �, �� N zo° POL " . � DISTRR IBUTIIBUTI ON BOX 1-11-23 SCALE: • ` M 0 INISH GRADE AS NOTED ORE.,KNEPPER. E., CHIEF \ WM r(0) , Office of Wastewater Management /`o ` FROM OWTS PROVIDE SPEED LEVELER ON EACH OUTLET M a r k T h a c k r a h ED A R Ry ` TO LEACHING POOL Architecture �,���� T) %�, �C/ �- 0 co N Q� `r 7 ;.A °o Q NORTH N PO BOX 2892 * � 2 . 5�. SAG HARBOR, NY 11963 � 12"THICK FILTER MATERIAL N� � Q- TYPE 1 '9�. 042962 y0 OFOF NEB SITE PLAN DISTRIBUTION BOX SCALE: 1"=30' o SCALE: NTS BRIDG.E\1�1/Jl ER' Environmental Services J I I I I I I I I I I I I I I I I I I I I I I I I I SITE INFORMATION 1300 Broadwaters Road Cutchogue, NY 11935 TOWN OF SOUTHOLD INDOORS OUTDOORS MAP OF NASSAU POINT 2-1/2" VENTILATION PIPE HOUSE POWER OWT CONTROL PANEL SCTM: 1000-104-9-4.1 GROUND SCUM BAFFLE B CHAMBER Volume(gal) PANEL IN NEMA 4X ENCLOSURE 233» LUG TEST HOLE DATA: LOT AREA: 55,524 SQFT 8 1 Sedimentation Chamber 397 a 2 3 7 5 s G 2'_g�" 2'_1" BY-sHAWN M.BARRON M.S. AS-BUILT UPGRADED SEPTIC SYSTEM Q2 Anaerobic Filtration Chamber 396 PROVIDE(2)20AMP 1-POLE 2#12,#12G IN SCH NO FIELD APRIL 25,2022 CIRCUIT BREAKER IN HOUSE 2 STORY RESIDENCE 6 BED 3 Aerobic Contact Filtration Chamber 181 80 PVC CONDUIT 1#12 1#12 CONNECTION EL=17.5t ( ) ,-RECIRCULATION 4 Storage Chamber 90 POWER PANEL zoA ,k12G © AIR LIFT PUMP © Disinfection Chamber 6 zoA SANDY AS-BUILT IA OWTS DESIGN - 6 BEDROOMS 0.o'•5.r (1) SEPTIC TANK (1500 GALLON) 2 18 1M12 2+Y12 GRAVEL(SM) _ CYLINDER ,,-DISINFECTION Total Volume 1069 ,zG 1zG (1) FUJICLEAN CEN 7 TANK \ CYLINDER (OPTIONAL) 4" INLET PIPE 4" OUTLET PIPE S.T-10.3' MIXED SAND (4) 8.5'x4.75'x4' DEEP LEACHING GALLEYS. LOCKING / SPECIFICATIONS AIR WITH GRAVEL(SP) DUPLEX RECEPTACLE INSTALLED IN Wp A 4 p Anaerobic Media PP/PE Filling Rate 32% COMP WATER TABLE TRAFFIC BEARING CAST IRON COVERS TO GRADE. o ! o WEATHERPROOF EL=7at (2) 8.5'x4.75'x4' DEEP LEACHING GALLEYS (50% FUTURE EXPANSION) Board Type Aerobic Media PVC/PP/PE Fillin Rate 17/o Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cfm NOTES 10.3-17.0' WATER INMOCEDSAND GENERAL NOTES WITH GRAVEL(SP) R LIFT Tank FRP 1.PROTECT ALL ABOVE GRADE WIRING -THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND DURING INLET BAFFLE / AIR UFT PUMP W/MIN SCH 80 PVC CONDUIT OWT ® \ Piping PVC/PP/PE © Access Covers Plastic/Cast Iron M SYSTEM STARTUP. Disinfectant(Optional) Chlorine Tablets ALARM FLOAT PUMP -AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE FLOAT GROUNDWATER ENCOUNTERED SWITCFEFFLUENTPUMP RECIRCULATION PIPESWITCH AT 10.3'BELOWGRADE MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS RECIRCULATION PIPE LOW BAFFLE _ FLOW OPENING (TYP. (CLEANING OPENING) B /2" AIR INTAKE PLAN VIEW SINGLE LINE DIAGRAM TEST HOLE DATA -THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY SCALE: NTS SCALE:NTS THE MFGR PRIOR TO ARRIVAL AT THE SITE. Z-DISINFECTION " -A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP MANHOLE 18" MANHOLE (TYP 18" MANHOLE (TYP 24» MANHOLE (TYP CYLINDER (OPTIONAL) OW OPENING -THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING DOCUMENTS PROVIDED BY THE DESIGN ENGINEER. ARD TYPE TWO STORY 24"D HDPE SECURE HEAVY COVER TO GRADE LOCKING TRAFFIC BEARING NTACT MEDIA 5/6 BEDROOM HOUSE 18"D HOPE SECURE HEAVY COVER TO GRADE Y POLYLOK(ELEV..)AND SAFETY SCREEN CAST IRON COVERS TO GRADE. - INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM BYPOLYLOK(ELEV..)ANDSAFETYSCREENBY BYPOLYLOK(TYP) ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY GROUND FLOOR ELEV:24.17 POLYLOK(TYP) DISCREPANCIES. INLET IE:17.1 'MI DISTRIBUTION BOX ® (E)GRADE ELEV 21.5 OUTLET IE: 17.36 (E)GRADE LEV:20.0 (E)GRADE ELEV:17.5 - CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CIRCULATION CONNECT TO BUILDING SEWER ELEV:1 .16 CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY NNIIJASSEMBLY 2'RING INLET IE: 15.09 UTLET IE: 14.93 MIN. 'MAX DISCREPANCIES. V-01i" G) / , 6'-Oj" CLEAN IUT:�X 2'RING OP EL=1 8 Q (SEE DETAIL) INLET IE:12. 2'RING 4' 1 X • (2) JI CEN 7 4"DSDR-351% -THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE -1 " 4'-11" \ / FU ®®®®®®®®®®® 1 SEWER IE:12.5 SLOPE MIN. ®®®®®®®®®® 41 CAST IRON PIPE EXTENDIN j ®®®®®®®®®®® ENGINEER AND SCDHS. THROUGH FOUNDATION "DSDR-35 2% SEPTIC ANK OUTLET IE: 17. EFFLUENT LINE SHALL ENTER THE RING AS ® EROBIC MEDIA SLOPE MIN. HIGH AS POSSIBLE WHILE MAINTAINING 1 ® ® \ / BASEMENT FLOOR 5'000ID DEPTH 6 MIN SLOPE.OUTLETIE: 14.83 ®®®®®®®®®®® -THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND ®®®®®®®®®®® UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED ERATION ASSEMBLY 10'MILj BOT:12.0 81 MI BOTTOM EL=11.16 THROUGHOUT THE PROJECT PER PREVALENT CODE. ELEV:6.5 HIGHEST EXPECTED GROUNDWATER EL=7.2 (4)8.5'LONG X4.75'WIDEX4'DEEP -CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, SECTION A-A VIEW SECTION B-B VIEW SYSTEM SECTION PRECAST CONCRETE LEACHING GALLEYS COUNTY AND LOCAL SAFETY CODES. CEN 7 TANK SCALE:NTS GROUND WATER ENCOUNTERED 10.3'BELOW GRADE - OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY (36 IN. BELOW GRADE, 12 IN. LIFTS MAX) -OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. -ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 3/4" SCH ''i` F'II:AL i- _)V]1-`F;E E ('YL11,,]DF'l_. ! 1 500 GALLON SEPTIC IA ,1K 'V-)ITH SLAB 4o PVC PIPE. DIRECT BURIAL NOT PERMITTED. LG:YI,IC Ch�rrY `n C9,V7E -MAINTAIN 10'VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. -ALL 18"AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE POLYLOK OR TUF-TITE. 1'M MAX ® - NEW GRADE TO BE 5% MAX SLOPE WITHIN 20' OF IA OWTS _ Effluent PumpingSystem for Cold Weather Applications (cw s I ` ` : ` I�.iCn f!]fg -.- , -..Icfl Y 2 RING S Y S T E M S -OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. Scale: 1" =2' Control Panel Top View (NTS) 2' RING Model Simplex Pumping System -THERE ARE NO KNOW WELLS WITHIN 150' OF PROPERTY LINE. C „�„ PVC Splice Box 2' RING G w/Cord Grips -THERE ARE NO KNOW WETLANDS WITHIN 150' OF PROPOSED SANITARY SYTEM I uor:[ tr.D� 'T .r.�,:C�•:'I]LC Model MIN A` D.4 Fiberglass Gasketed Lid with APFjP0vED PIPE: _ ;x �" Ia -,�� -,.._ MIN, .4, 0W% Fiberglass Gasketed Lid Slope Ground Stainless Steel Bolts with Stainless Steel Bolts Away from Riser Model ` Ir HEr' Model y �i.a1 f 1/!'im/I' I L Discharge Assembly Model Fiberglass Riser Conduit to �-- Model Contra Panel Fiberglass Riser with Grommet(s) I Model AS-BUILT I/A OWTS Plan Conduit Seal - 1 Model * Pea Gravel Bockfill 1300 Broadwaters Road . ♦ a .-. d d d d Optional Drain Hole Ute ague, NY 11935 �• I Tank Adapter (Cast or Bolted) Effluent Discharge (below frost line) I,� Model HEET NO: DRAWN BY: REV: DATE: 7(Pl.'_Al, DETr'I;_5 CIF ("01-."3TR .._ 101-i R.J.W 1 7-24-23 1 . A �\1 f1 I M ILI M l_1F FOUR, I NC;H ES' C0[,I C F,ETE C0TTti=)M M. 3HECKED BY: 2 9-19-23 FEET II'd C)I .P,1 EI EI-�' '" I FEEL HII�'H ,F'I�' ;1 !�EL} Level Control M.T. F EI1,1170 F•'{;E[.) PRECAST,�, I 4,.1�}.11(,:RETE 5,C)LID RI�d(_ Float AssemblyU SSUE DATE: :'. +` ) I `'�,.` (�I r- SOLID 2 Inlet Tee Model 1-11-23 . N. J kPPR(_.� E_ REINF0:R _ EC) C-"�'E�,.' �T _ fryJ .�F:.EE�E �� LIC DOIN;"= OF SLA,E; r%1IN1. 6" THIC- E•:, SCALE: Flow Inducer AS NOTED 4. THE CCU-i-Ei AIJD Ih•JLE7 PIPES f'.,�IJ-._T BE LOCATED V"ITHIl � THE ( )LIC) F 1NG, Vault Inlet Ports 5. C)f�' _iF T hl„I�z BC F'11'lf`JCC� �I (�THE ''a"iISE EIRI:�L'�` ,TT�, HECr. Filter Cartridge _ __ MarkThackrah SEPTIC T�+►NK SEPTIC TANK Orenco Effluent Pump SCALE: NTS f�' I-II_.)L(�� CI���TH >'',�I�Ji BE 5 BEET_ SCALE:NTS Model Architecture PO BOX 2892 BiotubEPPump Vault SAG HARBOR, NY 11963 Model Pea Gravel 3ackfill Recommended to Help Prevent Frost Heave NDW-TD-EPS-HV-02 - © 2021, Orenco Systems, Inc. P * Optional Drain Hole for Drain Back of Transport Line or Bury Below Frost Line Rev. 4,005 21 B_R_1DGT1EYk//`TE"?_. Environmental Services Y 0 cd REVISIONS: 1.0/19/21 WetBar 10/25/21 U.C.refri APPROVED AS NOTED 5/3/23 D/CO deter 5/11/2 ermitSet D T6-222 3 2 B.P.# 5�� FEE7'5� BY: NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED Ty �' FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING - ..� INSULATION _ FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.0. . `. ALL CONSTRUCTION SHALL MEET THE fir REQUIREMENTS OF THE CODES OF NEW YORK STATE. N07 RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS g ELECTRICAL INSPECTION REQUIRED s � 1 COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES C4 .; AS Q iRED AND CONDTIONS OF 0 WMVN MA , pK SO WTOOPIM Ia.&0M U �tN3i1�L�1�'C � N Additional. c� Certification S� May Be Required. � U AROO B R < N W Residence bA O U 4-1 1 1AslowBu 'llt al nLevel an er o CODE ANALYSIS ENERGY NOTES �,,� OCCUPANCY: Residential Single Family Detached NOTE: 1. Calculations are valid u to 3999 degree days. This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES: r--i p 9 Y CODE REFERENCES: LIST OF DRAWINGS REFERENCE STANDARDS: 2020 NYS Energy Conservation Code, NFPA standard 70, "The National 1. All work shall conform to the requirements of the New York State Residential 2020 Residential Code of NYS 2. Certified conformance for Zone 116. Electric Code", and the Zoning Code of the Town of Southold FOUNDATION SYSTEMS: Shall conform with Code sections and Tables 1 GENERAL NOTES, CODE REFERENCES Code; all work shall also conform to the requirements of any other Codes and 2 A5 BUILT FLOOR PLANS As minimum design loads for buildings and authorities having jurisdiction. The Contractor shall obtain and arrange for all R404.1.1(1), R404.1.1(2), � R404.1.20)Thru R404.1.2(9) other structure ASCE7-1ro 3. Wood framed floors, walls and ceilings shall have an approved required permits, inspection, certificates and tests. ANCHOR BOLT SIZE AND SPACING: 5/8'00 36" O.G. 3 PHOTO ELEVATIONS 4 DETAILS � Climate Zone: 11B vapor barrier(permeance rating of1.0 perm) installed on the - +, ASPHALT ROOF SHINGLE NOTES Degree Days:5750 "warm in winter"side of thermal insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; PROTECTION AGAINST DECAY: Refer to Section R317 cn N, o 1. Asphalt roof shingles shall have self-sealing strips or shall be BUILDING PLAN REVIEW NOTE: contractor shall have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST TERMITES: Refer to Section R331 DESIGN LOADS: 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-223 Y Town of Southold Plans Examiner shall review the enclosed document for minimum m o Roof: 20 psf ground snow load rating of 0.3 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r 905.2 3. Concrete has been designed in accordance with AGI 318-14"Building Code FLOOR SYSTEM: Shall comply with Choper 5 acceptable plan submittal requirements of the Town of Southold as specified in the :°. Basic Wind Speed:130 mph doors shall have a max. air infiltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to Building and/or Residential Code of the State of New York. This review does not ° Uplift:31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of ACI-301-16 "Specifications for Structural WALL BRACING SYSTEM:Shall comply with Sections R602.10, guarantee compliance with that code. That responsibility is guaranteed under the seal ,� w Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete for Buildings"(fc°=3000 psi);All exposed slabs, and steps shall be R602.10.10, R6O2.11 s R6O2.12 and signature of the State of New York licensed design professional of record. That ft 5. Skylight shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8" dia. head, and of sufficient 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-615 Grade WINDOW ANCHORAGE:Shall comply with Section RGO9.7 seal and signature has been interpreted as an attestation that to the best of the 6�0 v Table R301.4 length to penetrate through the roofing materials and the sheathing. 60 licensee's belief and information,the work in the document is: ° Minimum Uniformly Distributed Live Loads 6. Garages -front, sides, doors, interior shall have max. U=.40 WINDOW MULLIONS: Shall comply with Section R609.8 `Accurate .51 (in Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir#2 (Fb=850 psi); provide (2) 2 x 8 't' U EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, A Conforms with governing codes applicable at the time of submission °` cn 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. header over all wall openings, unless otherwise noted. p Y 40 Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated R703.4 Refer to Table R703.3.1 for weather-resistant Biding Attachment *.Conforms with reasonable standards of practice and with the view to the � ® W Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 5. Micro-lam girders (ML) shall be laminated veneer lumber with E_2,000,000 and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or Decks 60 shall have tight-fitting non-combustible doors. roof with no less than four (4) fasteners per strip shingle or two(2) PSI.Fb=2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. Shingles. safeguard of life, health, property, and public welfare is the responsibility �+ fasteners per individual shingle, of the licensee. Passenger Vehicle Garages 50 6. The Contractor shall submit the design, size and type of G. Double frame around all openings, under parallel walls and under bathtubs. Provide FOAM SIDING BACKER BOARD: Shall comply with R316 Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six (6)fasteners per Simpson hanger connections at all flush structural load bearing conditions. required by the Building Department. shingle where the eave is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION: Shall comply with R802.1 Refer to Attic with storage 20 base wind speed is 120 mph or greater. Rafter Span Tables R802.4.1 and 2 . 7. All concrete block shall conform to ASTM C90; Mortar shall be type"M" p �) O cn Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to 1W4 Sleeping Rooms 30 85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS 8. All steelwork shall conform to the requirements of the RISC "Specifications for ROOF ASSEMBLIES: Shall comply with Section R902, R903, R904 Stairs 40 10.All ducts and pipes shall be insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall R9045. conform to ASTM a-572 (GRADE 30) and A-501. Guards and handrails 200 1. Any glazing in any door type. ROOF SLOPE: Shall comply with Section R905.2.2 11. HVAC Contractor shall verify hea+lass calculations.DEFLECTION LIMITS: 9. All elect-ical work shall conform to local NEC and Underwriters Laboratory Rafters with no finished ceiling attached: L/180 2. Glazing in an walls enclosing a shower, tub, a sauna or steam room". requirements. ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) 4e g 12.All cellar and/or basement doors shall be insulated. g Y g fasteners per strip shingle or(2)fasteners per individual shingle (R905.2.6) N Floors: L/360 H., 3. Any windows within 24" of a door"". 10. Pre-fabricated fireplaces and flues shall be UL approved. P 13. The Engineer certifies that to the best of his knowledge, INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread Belief, and professional judgement that the plans are in 11. Install smoke detectors and carbon monoxide detectors in accordance with all and smoke-density requirements of Section R702. WINDOW NOTE FOR LOCATIONS WITHIN compliance with the 2020 Energy Conservation Construction 4. Any individual pane of glass with an area greater than 9.0 sq. fit. where the bottom is less than 18" above the adjacent finish floor within 36" of the window. state and local code requirements. ]� ONE MILE OF SHORELINE Code of New York State. (November,2019) INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section U All new windows and glass doors shall meet the requirements of S. Glazing in walls of spas, hot tubs or indoor pools within 6-0" of the water`". 12. The Contractor shall verify all existing conditions before starting construction and R302.10. � the large missile test of ASTM 1996 and or ASTM E 1986 shall noticy the engineer of any ambiguities or discrepancies before proceeding with the work. If an questions arise before or during construction as to the intent or GYPSUM BOARD: Shall conform to Section R702.3. � 6. Glazing in stairways and landings within 3'-O" horizontally of a walking surface"'. Y q 9 The contractor shall provide pre-cuty2' plywood panels to cover details of the drawings,the contractor shall call the Architect, Mark Schwartz, the glazed openings$shall pre-drill edges at 12"o.c. to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-4185 for clarification and/or instructions. If the contractor fails to MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: follow the above procedure, he shall assume all responsibility Refer to Section R307.1 � 2-1/2" #8 wood screws and provide adequate number of screws GLASS 15 MORE THA 60"ABOVE THE FLOOR. p ponsibility for the , for fastening. consequences of his actions and/or decisions. x ' ° g STAIR LANDING: Shall comply with section R311.8.2 13. The owner shall arrange for supervision of the construction work to ensure ti-b CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA TABLE R301.2 (1) compliance with the contract documents. STAIRWAY: Shall comply with Section R311.7 WIND DESIGN SUBJECT TO DAMAGE FROM HANDRAILS: Shall comply with Section R311.7.8 �. SEISMIC . WINTER ICE BARRIER FLOOD AIR FREEZING MEAN 14. When usingAGQ pressure treated lumber all nails, screws, sill later and wind GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL p p HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners. DRAWN: JM/MS SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP ' `r;. SCALE: A5 NO 15.Per r3C2.13 code, new floor joists at basements only not crawls aces unless JOB#: Ibs/ft, MPH °F °F j y( spaces): PROVIDE TRUSS SIGN IN ACCORDANCE WITH �-� .�� using 2x dimensional lumber or microlom joists,1/2"sheetrock must be installed on " MODERATE TO PART 12ro5 OF NYS CODE 20 130 YES NO NO B SEVERE 3'-O" 11 YES NO 452 52.70 underside of joists (wood-!joists or steel joists).TJI flak jacket+o be used in SHEET NUMBER: HEAVY place of standard TJI wood-is for exception to code requirement(no sheetrock). Al REVISIONS: 1 /1 /21 WetBar LIGHT VENTILATION AND HEATING NOTES: s gs/21 DCOdetec (SECTION R303 INTERNATIONAL BUILDING CODE) 5/1123 ermit et AS PER SECTION R3C3.1 HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. Z NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS, THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 14'-4" VENTILATED. COVERED ENTRY 14'-4"X6-0" EXCEPTIONS: (SEE NOTE BELOW) 4 Area:72 Sc;Ft THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT 3 REQUIRED BY SECTION R310 AND A WHOLE HOUSE MECHANICAL VENTILATION 4"X 36" 24DX 36" SYSTEM IS INSTALLED IN ACCORDANCE WITH M1507, THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTION 1 13-8" ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) ABOVE THE FLOOR LEVEL. ENTRY PORCH m 131-8"X6-7 m = NOTE AS PER SECTION R310 EGRESS WINDOWS SHALL BE PROVIDED, HOWEVER X i Area:1105gFt X GLAZING AS SHOWN DOES NOT MEET REQUIREMENTS AS PRESCRIBED ABOVE. co HVAC CONTRACTOR SHALL FIELD VERIFY THAT EXISTING HVAC EQUIPMENT MEETS 42'-2" 15'-3" 12'_6" EXCEPTIONS AS NOTED ABOVE, PRIOR TO EXECUTION OF HIS CONTRACT. IF EXISTING EQUIPMENT DOES NOT MEET CRITERIA AS REQUIRED, EXISTING HVAC LOWER LEVEL 15 ABOVE SYSTEM SHALL BE UPGRADED TO COMPLY. ELECTRICAL CONTRACTOR SHALL GRADE, NO EGRESS 96"X 35" 96"X 35" PROVIDE LIGHTING IN HABITABLE AREAS TO MEET THE REQUIREMENTS OF THE WELLS ARE REQUIRED CASEMENT CASEMENT EXCEPTIONS AS NOTED ABOVE. o- 13-4" 6-9-BATHROOM W-6" 81-01 x 4'-s" pG W-2" _ 4'-9" Area;35 Sq Ft ailing Height 7-9" BAT ROO �i Z ry 4'-11 x 1o'a1 8 SKYLIGHT YLIG�H/T� a BEDROOM #2 �Q I Q 0- Area: 4 Sq Ft 13'-4•X 10'-4"IRR 4P l911 - Z t"\V Q Celling H fight Vaulted \ / / Area:153 Ft0 IU Ceiling Height-9 I X W t j V •, \ / \ / p O Z L�� X I \ / I \ / I �� f- O Natural Light; 69e>or= 8% BEDROOM #1 1- _ F— Vent lallon: 89e>or=4% 14'-6'X 14'-2"IRR AT O M r---I tb a = v BEDROOM #4 __ __ ���__ - 1_ , BEDROOM #3 �I J at �0 W E ress: 5.70>or=5.7 5 Ft RO M Area:214 5q Ft (V J i FOYER Area: 5q Ft 11'-5"X 15'-1°IRR 9 q 14'-7 X 16-7 IRR .— JXU Ceiling Height:7-9" N q 4'-9"X 14'-7 liling elght Vaulted Area:187 5 Ft W 4 8'-9"X 5'-O to Area:228 5 Ftq In Area:44 5 Ft Natural Light 6%>or= 8% Ceiling Height:6-0" (V � • q Ceiling Height:8'-O" rea:69 5q Ft Q Ov/ Area: Height:7 Ventilation: 6%>or=4% Cel ng Height Vaulted r l} PROPANE HEAT/ �Y , Egress: 5.70>or=5.7 5q Ft m h HOT WATER S O� CLOSET I� - 5'-11" L----J �� LAU DRY •cw UNDRY I II I Z - " X w STORAGE O m - - O 4) .� p� e� l9 O } MECHANICAL ROOM (D O t0" UNDER WIC W 'Area 97 Sq lete� �� STAIRS O ry0lo� ryplD� ry 13-6"X 4'-11• i Coiling Haight 7-9" ��D I I �I 10-5 S sm, ryF 5�iiiT�i I I Area:66 5q FtS — — — — •� = — — — — — •� ' a Celling Height SlopedO u - - J II I I�III O �(D� TO ATTIC SPACE0 V � 200 AMP � I I II� II II II I I II iP � � — ,-- � r- ELECTRIC III �I II — I lil I II 111 (� BATHROOM __-_ N l� "+� UNDER EAVES () PANEL tv z 5'-n•x � cp Z ---- ------ ----- X Area:58 5q Ft SUB w Xcon P FLAT CEILING �q Ceiling Height Vaulted D 0 O X W w PANTRY 4 S X � 14 T P 'PANEL � w ' SS LI HT EXISTING 12'-O" 8'-O" LIVING ROOM MASONRY PLATFORM I Z I 19'-8" 9) 29-8"x 14'7' ' LIVING ROOM w O J / \ 1i' EXIST WOOD = 21'-6°x t5'-7 �_ M U I � Area:416 5q Ft � U � KITCHEN DINING ROOM I � Z F�-I Gelling Height:7-9" �- BURNING STOVE , Area:335 Sq Ft = BEDROOM #5 12'-O"X 15-3"IRR 8'-O"X 12-0" U / \ UNDER COUNTER REFRIG Area;162 5q Ft b Area:96 Sq Ft Ceiling Height Vaulted STORAGE AREA 29'-8• 1d-O"X 9-1"IRR ( I Ceiling Height 8'-0' ry Ceiling Height 6-0" Area: 5 - Area: 5q Ft Celling Height q let Natural Llght 19 >or=% 8% �} O WOOD h+i V I- �l � I BURNING SKYLIGHT w Celling Height 7-O' I WET BAR ip I FIREPLACE M Ventilation: 15%>or=4% F+�m E 10'-O" 9'-7' w m E FLAT CEILING—�I�— VAULTED CEILING �Z X w X W X w I w Egress: 23.78>or=5.7 5q Ft m I O t Xw p L" f-— —— �O I c� �- LINE OF WALL BELOW I I p � [� ►� °Q W '� EllXw Xw I - - - - - - - - - - - I 46"X 33" 46"X 33" , 52"X 45" 52"X 45" 46"X 40" 70"X 46" CASEMENT CASEMENT I 96"X 58" `} 5'-10" GLASS SLDR `} I I CASEMENT CASEMENT GLIDER CASEMENT i5'-11" DOOR UNIT CASEMENT c II ----------------------------------- ---------1 ry LINE OF 46"X 38" o DECK I 142-2" 4H CASEMENT BALCONY ' °J +"s I ABOVE I I lU 22-11 X 13'-3"IRR x0 ram+ Area:73 5q Ft O a; v I PROVIDE NEW SMOKE -d " I LINE OF DETECTION AND CARBON w CANTILEVER AS-BUILT SECOND F x , VLINE OF BALCONY ABOVE NTI � MONOXIDE DETECTION AS � S ON LOOK PLAN (483 Sq Ft) TO BE MAINTAINED ,� � •• ABOVE i9 REQUIRED BY CODE Scale:1/4"=T-O" H x � U ,� L ELEVATED DECK INDICATES SMOKE DETECTORS I 27-4"X 16-1"IRR O O W � Area:423 5q Ft a I OINDICATES HARD-WIRED CARBON MONOXIDE DETECTOR I $--- -�—II+ 27-4" -- -- -- -- -- -- -- a , FZ 80 CFM MEGH EXHAUST FAN TO EXTERIOR MIER -----------------------------------------------------------------------J 0 Af—Ie1 -BUILT BASEMENT / FOUNDATION PLAN 1,436 S Ft TO BE MAINTAINED 2 AS BUILT FIRST FLOOR PLAN 1,556 S Ft Sc : /4"=1'-O" Scale;,/4"=1' O" EN-+ ee •� -C• C1'4 'ry DRAWN: JM/MS 2 �. SCALE: AS NOTED -�•":�� �%; F.;�:.�',�''>.= JOB#: SHEET NUMBER: REVISIONS: 5/11/23 Pe—itSet s y T s`1 - r o x. s a _ w m. z F °Y 7 s. fi , s .p Q a •ri FRONT VIEW REAR VIEW 4 scale: NTS -- 5 Scale: NTs 1 e • w N 4� h � 4" THRU VENT ; , 1 2° T- 1Y2 I �1Y�' ICI 1 Ys"I 211 W.G. W.C. TU SHWR. a UPPER LEVEL 2" i c+i N O 2 21, I° la4 n o ,. `. p" 14" 211 1Y=° 111 2„ 1Y21, w 1Y" — 11y" 1Y" bA KI 1 Y2°I 2 V.V. W.G. W.G. " TU u SHWR. MAIN LEVEL 2° ( l RIGHT SIDE VIEW 2° 54„ 2° 211 4I, 21, LEFT SIDE VIEW Scale: NTs 6 Scale: NTs I Cn 21V, TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING H 1h" 211 1Y21' 1Y2" FIXTURES U Fly2l, �1Y,1, PLUMBING FIXTURES TRAP SIZE MINIMUM (INCHES) 1 Y�"( 2" V• v BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/21, WG• WHIRLPOOL ATTACHMENT) SH R. BIDET 11/4" H LOWER LEVEL 21, 21, — ( F.A.I. CLOTHES WASHER STANDPIPE 2" 2^ 4" DISHWASHER(ON SEPARATE 1 Ys° TRAP r , U C.O.--- 4" X.H.G.I. DRAIN LINE HOUSE TRAP FLOOR DRAIN 21, -=.' TO SEPTIC SYSTEM KITCHEN SINK(ONE OR TWO TRAPS, WITH OR WITHOUT PLUMBING RISER DIAGI�M DISHWASHER AND GARBAGE V2 PR GRINDER) NO SCALE LAUNDRY TUB (ONE OR MORE COMPARTMENTS) LAVATORY 1 ' Ys NOTES: 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 SHOWER 21, 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON WATER CLOSET NOTE A DRAWN: JM/MS a SCALE: AS NOTED r'? JOB#: 3. WATER SUPPLY PIPING SHALL BE COPPER(ASTM 8-42) A. CONSULT FIXTURE STANDARDS FOR TRAP DIMENSIONS G; z' OF SPECIFIC BOWLS , ' SHEET NUMBER: 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) ��`'° �ap 5o�a8 "Road AMENDMENT 9-4-2S - OK w Q 0 — — — — — — — — — — — — — I I COVERED PORCH I I W- - - - - - - - - - - - - - PC4) I I T^ Q I 1 � C/� O ENCLOSED PORCH ,j/y�) 0 W as x BATH ENTRYvBATH Ar I t g O BEDROOM No.2 s M 0 r l BEDROON No.4 BEDROOM No.3 0 BEDROOM No.I BATH D MECHANICALS �O e-1 r I o L.rl 1 REMOVE WALLS ONLI N M FOO G WALLS 1 O `••� TOO BE BE R REMOVED 1 1 I >; Gz, u 1 -a z 1 UVING/DINING m N � 1 REMOVE DOOR AND REfRAME KITCHEN ; WAW As uECEsnuv LNING ROOM Cl RAGE cW L Mu Ln u m U) o ' urea co .n � v � W 1 I � ' I I 1 1 I I � I I 1 1 DECK I I 0 I I � I I I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — W u EXISTING 1ST FLOOR PLAN EXISTING FOUNDATION PLAN SCALE: 1/8" = 11-0" SCALE: 1/8" = 11-0" SSA DRAWN: + SCALE: JOB#: x ' 11/8/2024 0 rdl f SHEET NUMBER: A- 1 r- — — — — — — — — — — — — — I I � I I z I I 0 I I 0 H I- - - — — — — — — — — — — — -y I I W I I I I i I Q I I W EXISTING EXISTING I I I I � I I O F� BATH EXISTING O STAIR � lot I EXISTING EXISTING BEDROOM No. 2 F-wNPARTITION F-11 � O V 1 (2)2X10 )2X10 O BEDROOM No. 1 p 0 BATH �Zin oo1� OU EXISTINGEXISTING �O U 9'-0" 12T @9" MECHANICALS X n N c EX.(3)2X10 GIRDER y CO UIMN - - - - - - - - T - - +- - - - -•- - - - STAIR SECTION LALLY GLUM 2/W t 'Xl'FT ' R PO EDP R SCALE: 1/4n = 1 -0n I ; (� T u EX JCI ST ; ,� , LALLY COLUMN x v (2)1-3/4X9-1/4 ML FLUSH , , W/2'X2'Xl'FTC,O `-- - 8'-10'�4"± -- --' O ft in N� N � � w0 � j 0 O �+ FE-FRAME WALL AS NECESSARY IX LIVING ROOM �n U 'W011U) coSTORAGE I Owl I � o yV[TB�R w V I I 0 I I � N I I � L- i I V I I cn I I I I � I I DRAWN: SCALE: JOB#: 11/8/2024 L — — — — — — — — — — — — — — — — — — — — — — — — — — -3 ;: .., a� SHEET NUMBER: . : lb PROPOSED FOUNDATION PLANIta ir.�-�f SCALE: 1/4" = V-0" A-2 0 COVERED PORCH w Q C/1 ENCLOSED PORCH 0 t 0 P4 O ° w A BATH ,� BATH �O•I ENTRY O �: O WW z BEDROON No. 4 O BEDROOM No. 3 W A w � x U o 0 M U O c--I ON M N v O C PO O1 M O ' i 1 i X to , s W u ivLL !D . m R. W ++ -------- ll IRO SE EXI IN I (2)2X10 w/1/2"STEEt FLUSH-` •- _ ' IR IR, 0 0 v _ O W +" \ • REMOVE EXISTING STRUCTURE ABOVE I EXISTING WALLS TO BE INSPECTED PRIOR TO REPAIR EX.WALLS CONSTRUCTION FOR ANY r. AND CEILING AS UNFORESEEN STRUCTURAL I Ln U NECESSARY MEMBERS TO BE EXPOSED I � v m AND EVALUATED WITH I N O v ARCHITECT I 0 W 10'-4'/2"± V-101/2" LIVING / DINING lz lz O KITCHEN I =N I I w u O I � vfte I i W N ----- PROPOSED 1ST FLOOR PLAN � � DECK SCALE: 1/4" = 1'-0" p DRAWN: SCALE: 'g w { JOB#: 11/8/2024 � ►� SHEET NUMBER: A- 3 z 0 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. W KING STUDS ENDWALL RAFTER WALL STUD / 1 CRIPPLE STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB ' SIDEWALL DOUBLE JOIST (J1 O �6# JACK STUDS RAFTER a FLOOR USP NUMBER DESCRIPTION APPLICATION O 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 1!u 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WAIL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 2Oga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 2Ogo. STRAP PPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18 JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER 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 2X1O LS21O 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY AS REQUIREDTILAnON RAFTER W SILL PLATE(S) WALL SHEATHING RAFTERS TV�1 MAINTAIN ' SIDEWALL FLASHING VENTILATION WOOD JOIST 0 FOUNDATION ' '� •'� TOP PLATE BLOCKING F•'ti FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST �j AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND FASCIA W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT M LESS THAN 1/15ON OF THEAREA 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. ONTIN. SOFFIT/ EXT. PLYWOOD fTl INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL \./ LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA3O 1-1/4"x30" 189a. STRAP AND JACK STUDS 4"GAP TO PREVENT CAPILLARY O ON ALL OPENINGS / ACTION - 6" RAFTER RT7O 0-3/4" x 18ga. TYDGWN ANCHOR EACHERAFTEOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND W INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS U 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT2O 1-1/8" x 2Ogo. TYDCWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL rTW, O H ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WAIL OF FLASHING U ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME / / EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O TOP PLATE GIRDER/HEADER M CA r. O SIDE WALL FLASHING rr) d, V 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ++ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD X ^,--i V FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO O m I~ +O+ AS TO FORM DRAINAGE CHANNELS AND RAFTERS Fp 0 O •� INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION p•••I V 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O X O ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �•+ CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE 4-4INSTALL 4'0" O.C. RAFTER/PLATE RTI5 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS N CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS / CONNECT OVER OF ROOF tz 0 00 \ TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS OWWWU •G ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD CJ � B" DBL. SILL PLATE •� '�'' "� TERMITE SHIELD r�I (1)SUB FLOOR SILL GASKET . " WOOD JOISTS U .r '•^ CONC. SLAB NEOPRENE TYP. CONC. FOUNDATION CA v v C 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE N G DAMPPRO N EXTERIOR V BILL POLY ON EXTERIOR V GRANULAR FILL . � I BOLTED TO STEEL BEAM WITH O (.Ta V i STEEL COLUMN '!•p 1/2 " DIA. BOLTS 0 48" o.c. STAG. 14•p 11 • I t w e % CONC. SLAB •p 6•• ROOF JAC K ' � STEEL B EAM a•• ( A \.p AIICHOR BOLT EMBEDMENT: COMPACT FILL = POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL •p FLASHING AT WITH 1/2" x 6" ANCHOR BOLT V • • p e ` BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE 1, W KEYWAY FOOTING s� A •p ,p q � • `QJI s , C•p �• p A CONC. FTG. Q t s• USE WITH 30 SQUARE WASHERS SIDES AND TOP � •O ANCHOR BOLT CONNECTION /2" GROUT (LSP LBPS58 OR BP583) 1 REINFORCING BAR % ' 1 F� 3" STEEL COLUMN ~ DRAIN TILE p . ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT I I VO SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC NEEDED TYPICAL FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE N NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIE" 57" OC N SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL I r—SUBFLOOR CONC. SLAB 6X6 10/10 DOOR FRAME COMPACT FILL GARADOOR USE JOIST {,Fy4y USE 2X8 STEEL BEAM FOR BLOCKOUT u V 4' SLAB P.T. PLATE '•, W/ 6X6 WMM \I • SLOPE _ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' AT AIRS E 1 1 • • 7 1 2.. _ (WITH A NAILING PLATE IF NEEDED) • ' ••'�Q'� AT END AND _ GRAD • q -+--_q__s__ '_ 4.vp SHRINKAGE ES OF WOOD " TO BE APROX. 1/2" OR HIGHER THAN .p •p A• q d • q �.D BEAMS ,• D• C •D •• •• •• •• (PROVIDE LSTRAPPIN BEAM G TO EEP ALLOW RJOISTS ALIGNED) 12" = 6X6 W.W.M. -a -a �� a- • q ' e,• D•••p MIN. eQ,j D c •D •• `1.p `1.p /1. •• ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p —SUBFLOOR rF •< q REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF BEAM D s • e• II—II DRAIN TILE 1� �1 •D • REINFORCING BAR ��• • O•.•'• �e _ IST 12• '• _ SHEET METAL/ 30# FELT UNDER BEAM AT POINT q��• q q • STEEL BEAM •• OF CONTACT WITH CONCRETE OR CONC. BLOCK LRTI , 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFA(E FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET DRAWN: iSt ct SCALE: 11/8/2024 f x' SHEET NUMBER: ;� A-4 Z 0 H GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES 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 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:-8d COMMON RAFTER 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:38d COMMON EACH TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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:a-8d COMMONJOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES 8 Y P S S P P FRAMING ELEMENTS ^ 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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 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 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 w 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 construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCVI-SBC LAP NAIL 30 COLLAR TIE AS PERTABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR FRAME )E)STEEL WALLS 5 FLOORS L/360 HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS FV180 O meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO 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 MASONRY WALLS(8"THICK) so ( ) U36o Fr"1 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 EACH TOE FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 CONCRETE WALLS(6-THICK) 85 0 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS to ALL OTHER STRUCTURAL MEMBERS L/240 P S RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS ^/ 3 .Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs (PLASTER.STUCCO) W360 Fib (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16dCOMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 /1 First wall studs shall be connected to the foundation,Sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 a 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) 1/600 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 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 QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance table 3.2a.In addition to spacing, 2-16d COMMONLOAD 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 TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT SI 4-16d COMMO JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA. DE 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 SI 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 2-15d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE m.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.NAIL O.C. W attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD FIRE PROTECTION SY 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE ) �'p P 16d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. V 1 G"'r7i 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 2-15d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION �/ C) 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-15d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O 'J-1 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA w FLOOR JOIST,BAND JOIST, 2-15d COMMON length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 z 1).The General Contractor and Mason to review plans,elevations,details and notes to 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 Q HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED W 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL W Q `� QTY. SPACING MODERATE SLIGHT TO interior sheatwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 0QI 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE C) O concrete or mason walls occurin in exterior or unheated interior areas. 4.8d COMMON n' S 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL fTy Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: U 4).Any new concrete walls being attached to existing concrete structure shall 2.8d COMMONO [-i be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD M U BLOCKING EACH TOE "..� 5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be 2.Bid COMMON) S p• TO JOIST END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3•16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 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 NOTE:2 FOR PANEL FIELD 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 3•16d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.8d COMMONPER TOE 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 CD the below grade portion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON `-4 S P P S S S TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, N v 8).Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each out with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. t+) 0 S q y ) P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 � Girders re concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nails 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. j. ) P S S S 0 m For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. �0 t� 0 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL � v+� 3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION CL, Edition Wood Framing Construction Manual. QTY. SPACING 3 .Tabulated 4 inch o.c.nails spacing assumes Sheathing to rafter/truss framing members with G>0.49.For X 0 'z Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P S S S below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS FER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. p"' (It g m 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC '1 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � Douglas Fir. 0 N DD 4).Deck joists to have blocking at 8'0 o.c.. x0 � 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 R 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL dt tC + otherwise. JOINT DESCRIPTION U m Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. . Sd COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) where needed. NOTE:2 FOR PANEL FIELD � 0 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE e-I ( ) S• Sd COOLERS � V Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Sd COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 U) 6).Concrete piers shall be a minimum 6"above grade. � M openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 00 WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES N W openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL 0 and blocking where applicable. to girder(s). JOINT DESCRIPTION Qom, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty g PLUMBING NOTES PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 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 W 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. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD I i 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: p 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/B"TYPE-X SHEETROCK FIRE STOPPING AT l0'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. (f� where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted, z).use slMPsoN HANGERS AND ANcrlolu WITH z-MAX TRIPPLE PROTECTIVE COATING FOR coNrAcr WITH ACQ. PP 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 COMNIO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at B'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED N 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to nut off all concealed draft openings(both vertical and horizontal) E•1 requirements. NOTE: and to form an effective fire barrier between stories•and between a top story and the roof space. wJ 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE RFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebloddng shall be provided In wood-frame construction in the following locations. F�1 needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 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 Ctt 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: V 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edg'.If wall sheathing using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between wnceated vertical and horizontal spaces such as occur at softs, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. " adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requiremerts for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. fly over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces "�✓y such as shear plates,shall be used tomaintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. �I 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IT 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 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. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of rails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblorking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced toll-16d nail per fool, INCLUDING SUBFLOOR.IS COMPLETE. 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 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP DRAWN: OW SCALE: SCALE: } ' JOB#: 11/8/2024 SHEET NUMBER: .�. A_ 5