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Home My WebLink About50305-Z 00 svFntKe - Town of Southold 2/10/2024 P.O.Box 1179 y 53095 Main Rd oy o� Southold,New York 11971 4Jpl t��r CERTIFICATE OF OCCUPANCY No: '44956 Date: 2/10/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING :Location of Property: 715 Sound Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 112.-1-7.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2021 pursuant to which Building Permit No. 50305 dated 2/6/2024 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: single family dwelling with finished basement,front and rear covered porches, roof deck and attached garage_as applied for. The certificate is issued to Harbes Family Estate LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0779 1/10/2024 ELECTRICAL CERTIFICATE NO. 46118 1/11/2023 PLUMBERS CERTIFICATION DATED 1/16/2024 Pi Dreams P umbing u ri ed Signature o�SVFFnt,t�o TOWN OF SOUTHOLD ha ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE_PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50305 Date: 2/6/2024 Permission is hereby granted to: Harbes Family Estate LLC PO BOX 1524 Mattituck, NY 11952 To: replaces by#46118 remove/relocate existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. AMENDED 3/22/22 for additions & alterations as applied for. i At premises located at: 715 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 112.4-7.4 Pursuant to application dated 1/29/2021 and approved by the Building Inspector. To expire on 8/7/2025. Fees: PERMIT RENEWAL $3,172.90 Total: $3,172.90 4 . . Building ector i �SufFot�.�oG TOWN OF SOUTHOLD �o BUILDING DEPARTMENT C cm I IN TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46118 Date: 4/23/2021 Permission is hereby granted to: Harbes Family Estate LLC PO BOX 1624 Mattituck, NY 11952 To: remove/relocate existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 715 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-7.4 Pursuant to application dated 1/29/2021 and approved by the Building Inspector. To expire on 1012312022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,451.60 CO-NEW DWELLING $50.00 DEMOLITION $1,367.20 Total: $4,868.80 Building Inspector o��pF SO!/ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Harbes Family Estate LLC Address: 715 Sound Ave city:Mattituck st: NY zip: 11952 Building Permit* 46118 Section: 112 Block: 1 Lot: 7.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: FM Electric License No: 4099ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Floor Heat 1 Duplec Recpt 185 Ceiling Fixtures 20 Bath Exhaust Fan 10 Service 3 ph Hot Water G3sx2 GFCI Recpt 1 Wall Fixtures 27 Smoke Detectors 8 Main Panel 200x3 A/C Condenser ERV Single Recpt 22 Recessed Fixtures 175 CO2 Detectors Sub Panel x2 A/C Blower Range Recpt x2 Ceiling Fan 1 Combo Smoke/CO 9 Transfer Switch UC Lights 6$' Dryer Recpt x2 Emergency Strobe Heat Detectors Disconnect Switches 11 g 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Mini Fridge 5, W/D 2, Warming Drawer, Oven, Double Oven, Micro, DW, Hood, ERV 3, Geo Thermal 6, 200A Panelx3 100A Subx1 80A Subx1 Notes: New Two Story w/ Finished Basement Inspector Signature: Date: January 11, 2023 S.Devlin-Cert Electrical Compliance Form 0,SON,, Town Hall Annex Telephoue.(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING'DEPARTMENT TOWN OF SOUTHOLD -tA :CERTIFI_CIA TIO.N Date: 1G4� (P Building Permit-No. Owner: �� ' (Please print) Plumber.• Fps P� . (Please print) I I certify,that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers Signature) Sworn to before me this /off day of Lam� 2Q � - - --� Oar UL C CAPERMA NOTARY PUBLIC,STATE OF NEW YORK ; Registration No.01 CA6151160 Qualitied in Suffolk County County Commission Expires August 14,20� ' Notary Public, Copa( .y- 3 1 I ho�a0F S0UTyolo 7 1 5 s--d-W W v �— * TOW OFSOUTHOLWBUILDING DEPT. �YCOUHiV 765-1802 _. - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAUL"-KING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J[OELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -- --[ ] CODE VIOLATION _ [ ] PRE C/O REMARKS: DATE !� �Z ANSPECTOR Y'VOF SOI/1y0� . (XJ # TOWN OF SOUTHOLD BUILDING DEPT. `ycouNn '' 765-1802 f INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND- [ . ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-&CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ j]XECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -- --[ - --CODE VIOLATION_- _ _ [ ] PRE C/O REMARKS: (@ f-DV 'On D� W✓tv M A,✓ CAM) Dva In di) EMLAA��CA DATE Yam' INSPECTOR qwl$ rqjt SOUIy�� ek�'rl uo brimF SOHTHOLa LDING DEPT. °yco 631-765-1802 z A INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL tdt> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Aea PRE C/O [ ] RENTAL REMARKS: 1 Ih t� v� I F i r DATE17,01- ? INSPECTOR OFSOUI L-1biib 119 sawAw * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION _ ___[_]__PRE C/O [ ] RENTAL REMARKS: ' DATE 'L INSPECTOR how*OF SOUTyO� — # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 t!� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ INAL N� [ ] FIREPLACE &CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION_ _ _[_]_ P C/O [ ] RENTAL REMARKS: T r v ruMm � C �✓L S DATE INSPECTOR Srir. T. Thomas-D.:Reilly.P.E. � 6 2024 ConsnitingEn - eer Tor.egery house is built py.someone„butthe builder of aD'ifims is:God" Hebrews 3:4.. 4 Bezel Lane ..Smithtowp,N.Y..11787 Tel:(631)/24-5744. Z ';�;if`•i ;J:' r rt February.-4; 2022 Town of Southold Building Department 54 375=Route 25 ' Southold; NY 11971: Re: New Residence @ 715 Hallock Lane Mat#ituck; : To Whom it may Concern, 'Please be advised that I fiave made:a rough-framing inspection of the.construction at the_:above=named location. I have determined=that.allmdrk has.been satiisfactonlycompleted in accordance with the approved drawings and the.requirements of the,202Q N- S:Residential Business Code: If you have-:any quetipledonot.h sitatdao contact our Qffce:soe = Verytrulyyours, Nr wed ThomasLDw.Reilfy; I , Z 53 Fredrick Ercohno Architect 114 Dorado Court South 2RA rerco@optonline.net Middle Island NY 11953 631-255-6500 Mr.Michael J.Verity January 5,2023 'Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold NY 11971 RE: Harbes Residence 715 Hallock Lane Mattituck,NY Permit#46118 Mr.Verity, I have been retained to perform inspections on the above referenced project. The following inspections have been completed to date: 5/25/2021 Footing inspection 5/26/2021 Keyway inspection 5/31/2021 Snap tic parging 6/11/2021 Water proofing 4/2/2022 Rough Plumbing 4/2/22 Insulation I have determined that all work has been satisfactorily completed in accordance with the approved drawings and the requirements of the 2020 NYS Residential Building code. Respectfully, Fredrick Ercohno RA IER i) 0 Z a fee -z IV i Nunemaker, Amanda From: Lanza, Heather Sent: Thursday,April 8, 2021 11:35 AM To: Nunemaker,Amanda Cc: verity, Mike Subject: RE: Peter Harbes ODA parcel and House Move Follow Up Flag: Follow up Flag Status: Completed Will this email suffice for them to move the house or do you ni ed something more formal. From: Lanza, Heather Sent:Tuesday,April 06, 2021 11:37 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Cc:Verity, Mike<Mike.Verity@town.southold.ny.us> Subject: Peter Harbes ODA parcel and House Move At their work session last evening the Planning Board agreed that they would allow a house to be moved onto one of the proposed lots in the Peter Harbes ODA subdivision on Aldridge Lane. A more formal letter will follow tomorrow. Heather Lanza,AICP Town Planning Director Southold Town Planning 53o95 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl(&southoldtownng.gov 1 i ISLAND 22 Bell Circle DESI6, N Belle Terre,N.Y.11777 BUILD (631)484-2238 CORP. 5cottaccardo@icloud.com Town of Southold April 16,2021 Building Department 53095 Route 25. PO Box 1179 Southold, NY 11971 i I To whom it nay concern, My name is Scott Accardo.I am the president of Island Design Build Corp. We have prepared the construction documents for 715 Hallock Lane. Please be advised that at the current time,there is no natural gas line on the subject property. i Sincerely, Scott Accardo Pres.Island Design Build Corp. 1 LONG 0 PSECI ISIAND t44•srsrrkr t1ar+;;•;T �rr,l•x�s,r�rrtr April 12, 2021 I Re:Service Demo 715 Hallock Ira Niattituck Account# 969-50-9272-1 Notifac# 9.127646 Dear Customer: This is to advise you that the LIPA electric facilities at the above referenced location have been de-energized that supplied the structure. You must also contact National Grid at 516-545-4982 to procure a letter of demolition associated with natural gas service. In accordance with the New York State General Business law - Chapter 818, Industrial Code Rules 53, please inform the demolition contractor to notify LIPA- TELCU, Utility Control Center at "811 orl 1-800-272-4480, 48 hours prior to starting work to request a mark out of the utility services in the area. If you have any questions regarding the above, please contact me at 516-903- 2161 Very truly yours, Christopher Hawks Design Supervisor PSEG-LI Eastern Suffolk APR 1 3 2021 t� '1 I at II 131113 1,10 0 co COMMENTS, FOUNDATION f C � ----------------------- ROUGH FRAMING1 ® t PLUMBING � INSULATION STATE ENERGY • 1 ri ..i►\.1� oil` 1,L./ �1 li/. .��.�I 1..L � \G� �.J►. of No FNwa r Lq imp All'1� i �Q�gUFFO�,��OGy TOWN OF SOUTHOLD—BU11L-x 4NG DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hl!ps://www.souiholdtowYM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only y j PERMIT NO. BuildingIns p ector. JA N 29 2021 l� 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: OWNER(S)OF PROPERTY: Name: 1 EA- , L L c SCTM#1000- Project Address. Una) Phone#: ,. ._.._.C-31- Email: Mailing Address: . CONTACT PERSON: Name: Mailing Address: ap (q,� I-tv-�. _ Aeak Phone#: Email: \.. -.c�.o�n Mo.G-� 2c�\�`a.�o�� 3.I 3-�- DESIGN PROFESSIONAL INFORMATION: pp .. Name: c�s -. ...._.... Mailing Address: _�•a -�Je I .�:_�c��e Q.� L ��-�s-e-... 'J. L.( 7 7,7.- Phone#: _ - Email: ee CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 6X0 Will excess fill be removed from premises? ❑Yes FNo O • PER11Y..]INFORMAT46k Existing use of property: Intended use of property: e T-C'L ALDL�,L'11111 x v%'.x'j k VL CA OIL% V Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A c- this property? E]Yes D No IF YES, PROVIDE A COPY. Check X fter-Rd6dlng:.';Tki;6i;iieri,66htiiciar�di?tjgn jir'df I- ible ior ill•i1rainije4nd bi Department for.theissuance bt,a:Aijildiii-g -one f Bulling [aunty; other Ordinance o.the Two a sput�oI4;st qr alWicable 6iks, addition"s,alterations or for;removat or emo nt agree]s tea litionas hdreii il I eipop'jic'a" inajces '.pod `housing code and regrilations and to adrnitau&iit4inipezctrs iiiii premises and buildini(si r necessary inspections.Fals'e-statements, - ma'ife'herii in are ptirsuantto section nlshai�le'e'i!i�;a'aws A misdemeanor Application Submitted By(print name): ElAuthorized Agent Mlb-'weer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 4SUTFD 11L - H&-,A W'A �-P�5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, O(S)he is the ow NSI— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or�have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the I application file there. ith Sworn before me this BARBARA H.TANDY Notary Public,State Of New Ytor CT No. 01TA6086001 c9-1 day of 20 -->A Qualified In Suffoik County Notary ub(ic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, �1�. /( ��ua� residing at do hereby authorize to apply on )f Sout 01C my behalf to the Town of So t old Building Department for approval asjoescribed herein. L--AV Owner's Signature Date S�ffat,� c BUILDING DEPARTMENT-Electrical Inspector C,i, x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802�_ Temporary Certificate # 1� Date 641 2022 Customer Name (_" C .�TC Electrician Name Z-azr? e J li ci Address �gpu �,•( Phone 6F1` 7ZI- 6 94 Z e-mail e-mail F'ptC-[,&4f O/ SG"04e< Phone License# d j/✓lC Size OP A Phase J Overhead Underground #of Meters Remarks -#of Underground Laterals .11 1-22 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ,�� S. t�CC BUILDING DEPARTMENT: Electrical Inspector TOWN OF SOUTHOLD �" , `) Town Hall Annex"= 54375 Main Road•,-.P.O Box,1179 Southold, New York 11971"-'0959' Telephone(631) 765-1$02 FAX (631) 765=9502 rogerr(a�southoldtownny.gov seand(cDsoutholdtownny.gov APPLICATION N FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/3/2022.,. Company-Name=FM-Electric-I ne Electrician's Name:, Fred,Malave '+ License No,: 4099-ME . Elec:,email:finelec01-@optonline.net Elec. Phone'"No: .631=727-6822!., 0'I request an email copy of Certificate`&Compliance Elec. Address:: 83 Forde'-Roa ; Riverhead, NY 1.1901 JOB SITE."IN,FORMATI.ON (All.Information Required) Name. Harbes Farm Estate Address: 715 Sound Me,"Mattituck Cross Street: Phone No.: 51.6 903 6498! Bldg.Permit#: 4611.8 email:mjharbes@gmail.com Tax Map"District: 1000 aection:112 Block: 1 Lot:7.4 & 7.5 BRIEF DESCRIPTION OF WORK;, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 600 AMP Underground service, New Dwelling-new construction of 6800 sq ft home, inground pool and hot tub Square Footage: - 6800 Circle All,That Apply: Is job ready for inspection?: El _ YES 0 NO ❑Rough In ❑ Final Do you.need a Temp Certificate?:j YES ❑ NO Issued On CYl G1 ee� I-`fl=Vie. Temp Information: (All information required) Service SizeFv_11 Ph❑3 h Size: 600 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect Flood Reconnect❑Service Reconnect❑Underground ElOverhead # Underground Laterals 1 ✓ 2 H Frame ✓ Pole Work done on Service? ✓ Y N Additional Information: - i PAYMENT DUE WITH APPLICATION Ov g� PERMIT# " Switches, Outlet J� Surface J � y� Sconces H H's r , Fans Frid`g v.:... Exhaust la Oven . . ..::�' ��. W/D' �_:1� .. , .> Sokes ; DW m Minic A Carbon :Mi:. . ...- ;...._:.. � e�era�r Combo *rans fer' AC. AH Hood j!rvice , reps Have Used .Special.• � • Comments: Qf 41 — to, n of so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �y�4UNTN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Harbes Family Estate LLC P.O. Box 1524 Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 715 Sound Avenue, Mattituck, New York TAX MAP NUMBER: 1000-112-1-7.4 Pursuant to Section 144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#46118 issued 4/23/2021. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When all changes have been approved by the Building Department. FAILURE'TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISON T OR-BOTH. L DATE: March 11, 2022 hn . J rs ' S ni r Bu Id g Inspector IT SHALL BE UNLAWFUL TO REMOVE 1 HIS O E HOUT WRITTEN CONSENT OF THE ISSUING AGENCY. Dr. Dominick 1. Morreale 20 Highland (Avenue Head of the Harbot, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 January 5, 2021 Amanda Nunemaker, Building Permit Exami ier Town of Southold 54375 Main Road Southold, NY 11971 Dear Ms. Nunemaker: In accordancewith our conversation the cionstrustion of the Harbes Residence on Hallock Lane in Mattituck is being divided into two phases. The removal of the present house to another location and the building of a new house. In this regard enclosed please find a Southold Town building permit proposing to demolish (relocate) the current house and an application to build a new residential structure. L Phase 1-- Along with the demolition application please find (1) a Contract of -� Building Ownership Transfer of the existing structure to the new owner and (2) a survey of the property where the house will be relocated. Under a separate cover an application will be submitted for the permanent placement of this structure. Phase 2-- In addition to the Town Building,application enclosed please find A) Four sets of Building Plans B) A survey dated Sept. 29, 2020 (Revised) C) Along with the survey stamped by the Department of Health is that department's statement of Permit 'ons. Thank you for your attention to this matter, ' Dominick J. Morreale, EdD. Cc: Edward and Monica Harbes Contract of Building Ownership Transfer . On this date I Monica Harbes as managing member of the Harbes Family Estate LLC., do hereby transfer the house (structure only) located at 715 Hallock Lane in Mattituck New York to Peter Harbes of 5655 Aldrich Lane in Laurel New `fork. This structure has been designated for demolition and, as such, it has no dollar value. It is also agreed that l Peter Harbes acknowledge I am entering into a contract of sale with Daniel Harbes for_lot 2 at _56.55_Aldrich Lane in Laurel New York. Once that contract is duly signed, I will transfer the House being herein described to Daniel Harbes at no additional cast. Monica Harbes Date Z� ;' d 2 Peter Harbes Date i Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 January 27, 2021 Elizabeth A. Neville, Town Clerk Town of Southold PO Box 1179 Southold, NY 11971 Dear Ms. Neville: On behalf of the Harbes Family Estate LLC, attached please find an Application for Construction of a new wastewater system at 715 Hallock Lane, Mattituck NY 11952. Also enclosed is a check drawn to the Town of Southold in the amount of ten ($10.00) for this residential construction. A survey with the Department of Health's stamp of approval for construction at this location is also attached. Should you need any additional information please do not hesitate to contact me. Sincerely, Dominick J. Morreale, EdD. V c: Amanda Nunemaker, Building Permit Examiner, Southold Edward and Monica Harbes i Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor.. NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 i January 27, 2021 I Amanda Nunemaker, Building Permit Examiner i Town of Southold Southold, NY 11971 Dear Ms. Nunemaker: Last week I received a call from your office advising that the Building Appiications'l submitted on behalf of the Harbes family were of the old type and the newly developed forms needed to be completed. In this regard enclosed please find three new applications for the following projects: 1) The demolition (relocation) of the current house at 715 Hallock Lane in Mattituck 2) The construction of a new family dwelling at 715 Hallock Lane 3) The placement of the former'house at 715 Hallock Lane onto,,a vacant parcel at 5655 Aldrich Lane in Laurel. During that same telephone conversation,!I was advised an application to the town clerk needed to be submitted for the construction of a new wastewater system at 715 Hallock Lane. That application,has been filed under separate cover and a copy is hereby attached. As always, I appreciate your assistance. ayDominWick orreale, EdD. Cc: Daniel Harbes Edward and Monica Harbes Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 February 4, 2021 Mr. Michael Verity, Chief Building Inspector Building Department FEB 8 2021 PO Box 1179 Southold, NY 11971-0959 _ D Dear Mr. Verity: I am assisting Mr. and Mrs. Edward Harbes in their pursuit to obtaining several building permits each having an application currently on file with your department. The aim of these applications isto allow Ed and Monica to give their current-house-to,=their son Daniel"That house'will theribe relocated'to'another property. ` This will then allow for construction of a new family house where`their former residence was Ioca`'ed: The'three applications areas follows: - 1) Removal (Demolition) of the current family residence at 715 Hallock Lane in Mattituck 2) Construction of new family residence at 715 Hallock Lane 3) Relocation of former house to 5655 Aldrich Lane in Laurel. The parcel of land where the former residence will be located is being purchased by Daniel from his uncle Peter Harbes. A copy of that sale agreement has also been submitted to your office. However, this property is part of a proposed subdivision that is now working its way through the Planning Department process. And, simply said, that is presenting a timing problem. A domino effect-that is causing a delay in the construction of the family residence. In this=regard+we are asking for your assistance. We would like to begin the building process'by relocating,the-former res'ide'nce t`o`.a temporary locat 6h--,on the'property being purchased. Once,the'subdivision'and-I building permit's'are Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 granted, we will move this structure to its permanent foundation on that property. The property is approximately one and a third acre and the parcels on either side are part of the subdivision proposal and are vacant, so a "staging" of this type is feasible. Any assistance you can offer would truly be appreciated. In advance, I thank you. S%r , orreale, EdD. Cc: Mr. and Mrs. Edward Harbes Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@o'ptonline.net (531) 838-8576 April 12, 2021 Mr. Michael Verity, Chief Building Inspector Southold Building Department PO Box 1179 Southold, NY 11971-0959 Re:-The Harbes Family Home 715 Hallock Lane, Mattituck NY SCTM# 1000-112-1-7.4&7.5 Dear Mr. Verity: In accordance with your directive attached please find a statement of electrical disconnect from LIPA concerning the above noted property. As per documents previously submitted to you, the current house is now being made ready for movement to a location on the same property. We anticipate the move will take place within the next couple of days and then we will be ready to begin construction on the new house. In this regard, we are looking forward to receiving the Building Permit and we would appreciate a status report concering that permission to progress with this construction project. Looking forward to hearing from you an ith much appreciation I thank you. ince Dominick M rr ale, EdD. Cc: Edward and Monica Harbes ..nJ i, " APR 1 3 2021 `._�/ Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 April,16, 2021 I Amanda Nunemaker, Building Permits Examiner Town of Southold 54375 Main Road PO Box 1179 Southold, NY 11971-1179 Re: Harbes Family Residence SCTM# 1000-112-1-7.4&7.5 i Dear Ms. Nunemaker: Attached please find a revised survey, dated 04-15-21, of the above noted property. In accordance with your request this survey illustrates methods of containment of water runoff. Should you need any further information please do not hesitate to contact me. Si cer ly, i I Dominick J. Morreale, EdD. Cc: Edward and Monica Harbes Scott Accardo, Designer and Builder '� - APR 1 6 2021 Dr. Dominick J. Morreale V ` I 20 Highland Avenue Head of the Harbor;, NY 11780 Dr.dommorreale@optonline.net (631) 838-81576 April 26, 2021 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold Building Department APR 3 0 2021 PO Box 1179 Southold, NY 11971-1179T�� Dear Ms. Nunmaker: The Harbes family has decided to make a change to the plans for their new house that needs to be brought to your attention. They are planning to move the proposed house ten feet to the east of the location as noted on the survey of 04- 15-21. This decision comes from their consideration to extend the distance from the proposed house to the western property line. On the 04-15- 21 survey we sent to you, distance is twenty feet. The Harbes believe extending the distance to thirty feet would be neighborly gesture and the right thing to do, especially since the boundairy to the east of their property is more than three hundred and seventy feet. To remain at twenty feet would give the appearance of encroaching. Attached is a new survey (04-23-21) depicting the proposed change. As you can see from this survey, other than being neighborly this change alters very little to the building plans. The water waste, well systems, and the water runoff as depicted on both surveys remains essentially unchanged. We hope this alteration does not cause any inconvenience and meets with your approval. nce , Dominick rreale, EdD. Cc: Edward and Monica Harbes IEC DIVE Dr. Dominick J. Morreale ? 20 Highland Avenue , }l Head of the Harbor.. NY 11780 MAY 7 2021 Y Dr.dommorreale@optonline.net 631 838-8576 ELTTLINNG DEPT. May 5, 2021 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold PO Box 1179 Southold, NY 11971-1179 The Harbes Family Residence Re: BP#46118 Dear Ms. Nunemaker: As a follow up to our conversation of this morning, I will be submitting a letter to the Department of Health advising of the placement change to the construction of the Harbes residence. Specifically, the letter will address the decision to move the house to the east for a distance of ten (10) feet. We will also state the desirer to be neighborly and although the original placement was within the town's boundary code, the family would like to provide the extra footage to relieve any conceptions of encroachment. A second modification has been raised that needs to be brought to your attention. The family has decided to add a semi-attached three-car garage to the east of the building. In this regard architectu Ial drawings as well as a new survey reflecting the changes have been authorized Once they are completed, we will send you copies and we will also add this structural alteration to the footage change being submitted to the Department of Health. As always, l appreciate your help in these matters. Since I C , Dominick orreale, FD. Cc: Edward and Monica Harbes/ Dr. Dominick J. Morreale - = 20 Highland Avenue f '"`J I �''`_"`L- Lam' Head of the Harbor, NY 11780. Dr.dommorreale@o'ptonline.net JINN 1 1 2021 (631) 838-8576 June 11, 2021 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold PO Box 1179 Southold, NY 11971-1179 Re: The Harbes Family Residence BP#46118 Dear Ms. Nunemaker: With reference to previous correspondence, we have submitted the following changes to the Department of Health (DOH) and are now awaiting a response: 1) Location of the house ten feet further�to the east than originally planned. 2) The addition of a three-car garage. In so doing, we have provided the DOH with copies of the revised survey and building plans. We would also like to keep you advised of the construction intentions and therefor attached please find;copies of the same revisions. As soon as we receive a response from the DOH, we will forward it to you. Please know, we appreciate all of the help you have extended to us. Vsin�ceel kJ.'Morreale, EdD. Cc: Mr. and Mrs. Edward Harbes i Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,July 6, 2021 12:00 PM To: 'Dr.DomMorreale' Subject: Harbes Hi Dr. Morreale, I am in receipt of your latest letter dated July 5,2021 informing that you have received the Suffolk County Board of Health approval from the house relocation. We do need that actual stamped approval so please drop off or mail in the approval. I am also waiting for revised plans from the architect regarding the proposed changes to the dwelling. Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 11IVLP, I } Dr.dommorreale@optonline.net , (631) 838-8576 U JUL - 6 2021 TW July 5, 2021 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold PO Box 1179 Southold, NY 11971-1179 Re:._Ha.rbes.Family...Residence, BP# 46118 DOH # R-20-0779 Dear Ms. Nunemaker: On June 11, 2021, 1 wrote to you and advised that we had submitted revisions to the building plans for the above noted project to the Department of Health- Services-Office of Wastewater Management for review. The revisions specifically noted a relocation of the proposed house for an additional ten feet from the western boarder for a total of thirty feet and the addition of garages. Wastewater system modifications were made to the survey to reflect the changes. On July 3, 2021 we received notification from the DOH approving the requested changes. Attached please s e copy of the approving email. Thank you for your guidance in this mat er. Si e=rr l_y, Dominick J Morreale, Ed.D. Cc: Edward and Monica Harbes Scott Accardo ti From:noreplyehims@suffolkcountyny.gov Sent:Saturday,July 3,20218:57 AM To:Dr.DomMorreale@optonline.net Subject: Project Hallock Lane SCDHS Ref#: R-20-0779 Approval to Construct The Department has reviewed your submission, Ref #: R-20-0779, and has issued an approval to construct. You may access your application online to retrieve your permit to construct and permit conditions. Thank you. Office of Wastewater Management CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege. If you are not the intended recipient,you are hereby notified that any disclosure,copying, distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, pl"ease notify the sender immediately by e-mail and delete the original message. I i Dr. Dominick J. Morreale 20 Highland.Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 i July 12, 2021 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold PO Box 1179 Southold, NY 11971-1179 Re: Harbes Family Residence BP# 46118 Dear Ms. Nunemaker: Attached please find a copy of the Harbes'family house survey that has been revised to reflect locating the house thirty feet from the western property boarder instead of the originally proposed twenty feet. It also reflects the addition of the garages. Please note, this survey has the stamp of approval from the Department of Health, dated Revised 7/3/21. Attached also please find Mr. Accardo's revised building plans which reflect the redesigns made to accommodate the garages. Should you have any questions, please do�not hesitate to contact me. Since ely, Dominick J. Morreale, Ed.D. Cc: Edward and Monica Harbes Scott Accardo Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,July 14, 2021 1:25 PM To: 'Dr.DomMorreale' Cc: scottmichael@optonline.net' Subject: Harbes revisions Good afternoon, I received and reviewed the revised plans for the Harbes residence. I do need a revised ResCheck(2018 IECC)or prescriptive R-values for the newest additions. Lastly, I see therei is a counter area in the finished basement. I need an elevation view of this area to ensure it will not be used as a second kitchen. At most, it can be a wet bar area with a sink and small refrigerator, no cooking appliances or dishwasher. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 i i r 1 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,June 15, 2021 9:15 AM To: 'Dr.DomMorreale' Subject: Harbes Hi Dr. Morreale, I just received your latest letter informing me that you are waiting for the Health Dept. approval for the 10' relocation of the dwelling. I also do see that the plans have been revised for a 3-car garage. There is a zoning issue with this because the town code only permits a maximum breezeway between a garage and the house at 8'x10'or less. The connection is larger than 8x10 and the height of the garage can only be a maximum of 22 feet in height as it's considered an accessory garage if attached to the house by a breezeway. You can either revise these changes to comply with the code or you can have the garage attached to the dwelling by enclosed conditioned space and we don't have to worry about the size of the area connecting the garage to the house or the height of the,garage as it currently shows on the plans. Please let me know if you have any quarions. Amanda Nunemaker l Building Permits Examiner Southold Town Hall Building Department 631-765-1802 i Dr. Dominick J. Ml orreale 20 Highland'Aivenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 i July 23, 2021 Ms. Amanda Nunemaker, Building Permits Examiner Town of Southold PO Box 1179 Southold, NY 11971-1179 Re: Harbes Family Residence BP #46118 Dear Ms. Nunemaker: In accordance with your request attached please find: 1) A revised drawing of the basement with the wet bar highlighted. Please also note the elevated depiction. 2) A revised REScheck/ materials compliance certificate which references the proposed alterations. Thank you for your assistance in this matt' nicer I Dominick orreale, Ed.D. Cc: Edward and Monica Harbes Scott Accardo i Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 March 9, 2022 I Mr. Christopher Monahan Public Health Sanitation Department of Health Services 360 Yaphank Avenue Yaphank, NY 11980 Re: ID R-200779 Edward and Monica Harbes Dear Mr. Monahan: There is a development concerning the'above noted project that need your review and approval. The changes are the consequence of the Harbes family deciding to add a swimming pool to the project. To address this change, we found it necessary to alter the configuration of the septic system as was previously approved by you. As you can see from the enclosed survey, the components of the system have remained as formerly approved but the alignment has been altered to accommodate the space needs of the swimming pool. We also applied to the Southold Building Department for a pool permit and Ms. Nancy Dwyer, Building Permits Examiner-has informed us that a survey showing the relocation of the components of the septic system needs to be "red stamped" by your office and submitted to the Building Department. If the attached survey meets with your approval, we would be most appreciative if you would "red stamp" and return copies to us. As always, your help is truly appreciated. Sincerely, Dominick J. Morreale, Ed.D. Cc: Edward and Monica Harbes Bunch, Connie From: Bunch, Connie Sent: Saturday, February 10, 2024 9:19 AM To: 'Dr.DomMorreale@optonline.net' Subject: Harbes, 715 Hallock Lane CO's, Good Morning, I'm working on the CO's for Mr. Harbes and found the surveyor did not remove "under construction"from the dwelling on the final survey. If you can get him to update that you can submit it when you pick up the CO's or you can email me the updated survey if that is available to save you a trip. Also,the pool house CO can't be issued until the pool has a CO. Thank you, Connie Bunch Principal Office Assistant Southold Town Building Dept. connieb(@-southoldtownny.gov 631-765-1802 P.O.Box 1179 Southold, New York 11971 i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNFS DR FOR ERECTION OF FENCES (7)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO A�OITONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES N \ 400 Ostrander Avenue, Riverhead, New York II401 ' • THE APPROVAL OF THI5 MAP DOES NOT CONSTITUTE THE ACCEPTENGE OF HIGHWAYS SHOWN THEREON AS PUBLIC ROADS. tei.;631odmInI303 fax. 631erin. Com ' '� admin®youngengineering.com N.Y.S. PLANE \ '/ '/S �� '\ O ' G� �I • A DECLARATION OF COVENANTS AND RESTRICTIONS HAS 4�Y�1 (7J NAD 85 \ / d/ \\ ,.o BEEN FILED IN THE SUFFOLK COUNTY CLERKS OFFICE IN S, LIBER----GP---- o S 1 \ ./ �g < �\ • THE LOT LINES OF SUBDIVISION MAPS AS FILED, CANNOT BE Howard W, Young, Land Surveyor \ - C3 1 I ALTERED WITHOUT PERMIS51ON FROM THE PLANNING BOARD AND Thomas Gl Wolpert, Professional Engineer .� �1 I LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP. Robert C. Tost, Architect _ O \� 1 Douglas E. , dams, Professional Engineer << \ g g o-�o-� w � �> E •o ems° ) '' �� .��, \ / \\ �� s \ 51 TE DATA �0f0C9�0� 9 �9 / S ,� \\ TOTAL AREA = 22.1�5a ACRES 0� p� 9 T5T HOLE DATA j (\O�OVj� �� 01 \ I^\/ / G E OWNER = P d E, LLG. cy S \ \ 0t �QrQ \ko Q, -N I ,\ \O \ DATE c/o PETER HARBES aVJ o\k ak\ \ \ 1� O� \ 5645 ALDRICH LANE LAUREL, NEW PORK I Ig48 TIE IN \\ ��°F� �� \ I /' 99C� \ ZONING USE DISTRICT = A-C �'' \ VERTICAL DATUM = N.G.V. DATUM (M.5.L. (g2g) Q 556°12'10"E 206.05' \ \ O 1 \ O� \ NOTE: TOPOGRAPHY 5HOWN HEREON IS FROM ACTUAL FIELD SURVEY 3Q 54004210"E 46.g3' \ \ \ �p�a�rJ \ \ AND FIVE EASTERN TOWNS TOPOGRAPHICAL SURVEY PREPARED I \ ® 538°12'10"E 61.81' `S\ \� '9� �✓ �\!Z�� ` �' \ \ FOR SUFFOLK COUNTY. 5 535°12'10"E 135.00' S,,� t`� °� 50/60 CONSERVATION SU$DIVISION t� \\ 0� 0�\�(/ \ O'' �Q \\ \\ BUILDABLE LANDS = 22.16541 ACRES ov- YIELD ON ENTIRE �5g AGX 560 5 / 80 000 5F. 12 LOTS \ \ \0\p op O \\ YIELD ON DEVELOPABLE AREA = 12 4 LOTS LOTS X 0.40 = KE"r MAP ^� (10�f SCALE: III=6001 \ O117�Q/�\\O \ V'I \ �Fp Goo A o\�� O` �n 1/9 CERTAIN AREAS �� 0 c `� \ \ � 0�9�0 \ `�'P�� ,LQ��• r� •O O \ MINIMUM PRESERVED AREA = 22.165g AG x 0.80 = I"I."132"1 AG. MAXIMUM DEVELOPABLE AREA = 22.165g AG x 0.20 = 4.4552 AG.\ �O\� 0�i� \\ �oG 1\ 6, ��\ O� ACTUAL PRESERVED AREA = 18.3780 AG. ACTUAL DEVELOPABLE AREA = 3.151c[ AG. ENGINEER'S CERTIFICATION "I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE O\ C \ / 2 \ \ TYPICAL PLOT PLAN DISPOSAL 5YSTEM(5) FOR TH15 PROJECT WERE D _ .._t. BY ME \� 0`�� ((\� \ ' OR UNDER MY DIRECTION. BASED UPON A Ck,. 1 A UGH s V .j� 0 �T \ _ / \ \ SCALE: N.T.S. \ �0 ,q� (� Dc '\ STUDY OF THE: SOIL, SITE AND GROUNDWA d1QFI6,l, C1,S14,� , LOTS, AS PROPOSED, CONFORM TO THE L�LtG NOUN R'j' "`= \` DERARTMENT OF HEALTH SERVICES CONS 'Tli0N 5TANDARPSX, (jam \'\ 5�•0" \\ oPERTY LINE5' MINNE EFFECT AS OF THIS PAT i` ` `' \ f.. ••. a. , \ WELL WELL HOW,ARD W. YOUNG, N.Y.. . L.S. N0. 458g3n \ Dc 'S✓ \ ` °\ HOUSE b. HOUSE THOMAS G. WOLPERT, N.Y.S. Pr. NO. 61483 5111 PG \ DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 808q'7 u i o ' 2 5URVEYOR 5 GERTI F Is TA R "II HEREBY CERTIFY THAT ALL LOTS 5HOWN ON THIS PLAT TANK - COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF \.\ O�� O� \ \ 5. SOUTHOLD, EXCEPT AS MODIFIED PURSUANT TO SECTION 2'1B OF y O� d�c \ MIN. THE N.Y.S. TOWN LAW 8 ARTICLE XVIII OF THE CODE OF THE TOWN $ \ LEAgiING POOL OF SOUTHOLD." LOTS SHALL CONFORM TO THE TOWN OF SOUTHOLD i I (\O \Zy \ "BULK SCHEDULE FOR RESIDENTIAL DISTRICTS" FOR ZONING USE ROAD DISTRICT R-40. O,, I 'I HEREBY CERTIFY THAT THI5 MAP WA5 PL er`,;A�C�1AL g _ ' \ SURVEYS COMPLETED J U LY 2 O O 9 AND', AT'�T L 4 01 \ I — MONUMENTS SHOWN THUS: ■ ACTUALLY EX} :ANDTHL t N \ ARE CORRECTLY SHOWN AND ALL DIMENP�PID1,9)5 ' DETAILS ARE CORRECT." \ t N.Y.S. L.5. NO. 458g3 YOUNG, PLANNING 80ARD CERTIFICATION 80/60 CONSERVATION SUBDIVISION �0 0`,� THIS 15 TO CERTIFY TRAT THIS SUBDIVISION PLAN HAS BEEN r-TER H RBE5 _ \ \\ /� APPROVED BY THE FLANNING BOARD OF SOUTHOLD, at Laurel,' Town Of 5OUth01d - ------------ Suffolk Count , New York DATE OF APPROVAL------- BY _-- y \k0 \ \ \ CHAIRPERSON s C. O 4�\p( \\ i \ (TOWN OF SOUTHOLD PLANNING BOARD) FINAL fi'1 .AT $ \ \ 1000 120 05 11.15 \ County Tax Map District 1000 Section 120 Block 05 Lot 11.16 5UFFOLK COUNTY DEPARTMENT OF HEALTH a \ 5ERVICE5 HAUPPAUSE, N.Y. MAP PREPARED FEB. 15, 2015 \\ \ Record e Revisions I / DATE -------- RECORD OF REVISIONS DATE Q THIS IS TO CERTIFY THAT TH'PROPOSED REALTY SUBDIVISION OR DEVELOPMENT FOR PETER HARBES IN THE TOWN of SOUTHOLD WITH A TOTAL OF 4 LOTS WA5 APPROVED ON 71E ABOVE DATE.WATER SUPPLIES AND SEWAGE DISPOSAL FACILITIES MUST C.ONFVRM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SOXOT TO SEPARATE PERMITS PURSUANT TO THOSE o \ / STANDARDS.THIS APPROVAL SHALL BE VALID ONLY IF THE REALTY SUBDIVISION OR J �� J DAATE.CONSENT SLOPMENT P T5 DULY HEREBY 6TIVEN FOR THE FIILM KITH THE LN5 OF TTY HIS MAP ON WHICH THIHITHIN ONE YEARS THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH \ / \ PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY GODS. 100 O 50 100 200 500 gym+ Scale: I" 100' DIRECTOR,DIVISION OF ENVIRONMENTAL QUALITY JOB NO. 2013-0011 PWG. 200g—OOgb_f Inc l_plAt—nye OF I I 0 c MO�RJME IT SET N a MONUMENT FOUND 0 a STAKE SET a STAE FOUND K II S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 ISLAND SOTJND -- MATCH LINE t LONG F N 32 4 { -' TOE OF BLUFF 9 0f �wEF _.yoJ j REST s / 1 00 GPZ 96_ ssj s o \98 1 N ti O \ \ \ \ \ MELL 914, 1 � � t,m / w/WELL WATER a, N 98 ' 00C1' 98 1 + , MAP OF HARKS MATTITUCK FARM, UC UP FILED APRIL 29, 2003 LOT 2 too P/0 LOT I 9s tt1 DWELLING 3 2$ u.r S.C.T.M.11000-112-1-7.4 / W/ro�ELL WATER n «i *• ,� n zorr`D R-eD \ 4.3 ACRES / / �, 10�1 ZONED Ac OL ,mot I P txlSu SWAw 4 0 106— \ , t `7«'t�4i«CE��1}� I ak p 10 IL Aitt ?NV100FRUD MOM I MP�O�.�0 Sa�tN styli P, �q00 / �,.do' 1p ao, AN TO .00.00 9 I \ d LAND N/F OF ,toy /! / Optl� ��opj �./ 94 /I �, J STATE OF NEW YORK I / . ♦♦ qg VACANT PARK AREA / t i♦ / I50' 92/ / JO VACANT, /7 ♦o� // P/0 LOT I �/ ♦♦,i•♦ / MAP OF HARBES MATTITUCK FARM, LLC / 100 110940 90 ' FILED APRIL 29, 2003 / LAND N/F OF 9i HARCES FAMILY ESTATE LLC / TOWN OF SOUTHOLD (DEVELOPMENT RCHTS) S.C.Lld.f1000-112-1-7.5 j h r L f,�i - 22.0 ACRES 84, VACANT — AGRICULTURAL LAND AQo SM 0VMFS S74 o 03110,, Q Cc Pii t:y ..._..._..,�.:_.-: .. « ��,It ��-�1$� �R�', i-;^t!'� it�•«C�'!,'ia1G�' s6s-off! 9' �2 ry •reT ir,i w�w,y a x...,.,r,yp�...,�,}..+ry ,",..r-�. � �/� 0 7 -r j'"��"' LOT1' S Tf12T's1;Y1sA PS t RO 'f TDA T1 0.�t1F,)T OV/1T, NSIT t,V Ty o w � i. - v �I A.,,ti,,.1-. .n..,• r•`�. ;y.,: ',^r sr Q`-rr�- -,? r•ty'^.I n 8 -'b1� {{.i. .. ..... -'7` ... .`S,�a,. 4 • ry:tr L%LL�� d+ �� i IV- 090 r'o WELL CONSTRUCTION DETAIL ` 1 "=40' w -01 DWELLINGS c� ' �a�a W/WELL WATERcp 1 CT\ a X r�Y 96 I •UA 311 .09 '311 • S.SO 426.85 ' WELL N 89053'00"W op e98 00 •.,-S pyy �` �� U.P. SO UND AVENUE ar�6`30 W Nf °�, nn irQJ fE G I I N �v t C)c'0D L i \\ fi `� PSPKi��-� 100 I v / t 98 BpRq REt3 0 —-�..••..r—�,,. ,,,� � / U.P. 1 / / .a ,,., PROPOSED 102 7 BEDROOM SYSTEM GRAVEL DR�WAY o , / / --� v, 0-1 2000 GAL S.T. 10's�x4'EFF.dEPTH ZO Ed R-8 AC EX ;,`, LP \ 9•$ // `�� 9 o a, �' J (2)10'OX6'OEEP L.P. ZONED 1 _- _ GK\ p�A`t P/0 LOT 1 // G�/ 1t •pv- rm Gp, o 6 LP ��c�Rg ` Qa014Gim 11 DSO 0 - t rP I R / 1 PROPOSED I.G. I .o o EXISTING SANITARY 1 0 Os� it®---� LP GAS TANK ` EX,SJ �PP��N�E I y`� TO BE ABANDONED AND / ` t �p,1 C�j O SOU�N i�.pG m BACKFILLED WITH CLEAN COARSE SAND. O \ ^ / \ h OPOSED I I / 0 DRY\WELLS // � ♦ ♦'�♦♦ EXISTING DWELLING R° FR .:....... ...... 1 .L , TO BE REMOVED / 1 I ; / /ice♦ / ct+ EXISTING I.G. LP �� rrN `►+r' .;_:;::;:;::'P�0 I I // R� ♦ ! i ELEV. 94.0 GAS TANK TO BE �CQVERE° P OvriO��♦♦ DR BROWN RELOCATED `o- / / �� L/ 96 f a OL SANDY LOAM 2 1 i // I �GN�S♦8 AS6,t SM LOAMY SAND PROPOSED 2 STY FRM. 10G �La / / Op �1s11 V - --- 5' DWELLING j ti �''• // s''•♦♦ / 98 PALE 7 BEDROOMS I t, �p'S R i� EXISTING / ♦� P/O LOT 1 FFL 107.5 FE MAP CF HARBES MATTITUCK FARM, LLC BROWN ��pRpP��C.....�" 104 WELL /♦�.�" NGE / MEDIUM L..%'' ♦ E / SP SAND / ��. p05S/��R // #10940 GRAVEL VACANT \ // �'�102 r/ FILED APRIL 29, 2003 N �v♦ / TYPICAL CLEAN OUT \\ ♦�7 /, LAND NIF OF G� SLATE OR---� / / 100/ HARBES FAMILY ESTATE LLC SUITABLE COVER \ STOPPER END / • TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) r, OR PLUG / '/ VACANT S.C.T.N.#1000- 1 12- 1 -7.5 ' NO WATER 150_ '' VACANT — AGRICULTURAL LAND 60' WYE / McDONALD GEOSCIENCE 17� so• ELBOW �� NO STRUCUTRES SEPT. 2001 � AS SHOWN ON FILED MAP -' REVISED 09-29-20 FLOW '°' REVISED 07-14-20 Sig oo ao o� .o UNAUTHORIZED ALTFRA71ON OR ADD17701V TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770N LAW- COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN J� io i, vv ! ONLY TO THE PERSON FOR WIOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 177LE COUPANY, GOVERNMENTAL AGENCY AND LENDING 1NS777U77ON ,, s S o 6'�G LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERRABLE. THE OFFSETS OR DIMENSIONS SHORN HE HEREON FROM THE PROPERTY UNES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE � ap: 6� '•f'o NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OFFENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEVENTS tL. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT CUARANIEED UNLESS PHYSICALLY EVTOENT ON THE PREMISES AT THE TIME OF SURVEYalo p- SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN FILED: APRIL 29, 2003 No. 10940 REAR SETBACK: 75'MIN �p°o?``�o i SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIV, 45' TOTAL S A4� 7HE WATER SUPPLY, WELLS, DRYU+L�'LLS AND CESSPOOL a rr TOWN OF: SOUTHOLD KENNET11 M WOYCHUK LAND SURVEYING, PLLC LocA7101VS SHOIW ARE FROM nEtA OBSERVATIONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM 01HERS. -', P.Q. Box 153 Aquebogue, New York 11931 FIx A220— 15 SCALE: 1 "=B0' OATE:F•EB. 15, 2020 N.Y.S. USC'NDO. 050882 PRONE (L�31)�±g-15liH FAX (631) 208-1583 ELEVATION DATUM. NAVD8$ ` MATCH UNE S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK i LOT 7.4 & 7.5 jJD LOT4G ISLA -- MATCH L(N� 75.33 E �41 T4,160 16o 3 u,jc ram, i TOE OF BLUFF 30 i 10 OF oe r' 7C-� / �r o A. u+ Gs 1 � G�EgO•�. 3A 7� j c se_ en � c? \ r � u O \ s \ 941 WAYELL WATER 1 ' 00 l / .+• � ♦ � MAP OF HARBES MATTITUCK FAA.ta, LLCOP 110940 ! r ° 6f 30 £ v� FILED APRIL 29. 2003 cr too—-- �... ` LOT 2 100 1 08 M 2� P/0 Lot 1 / I 3 IN S.C.T.M./1000-112-1-7.4 R-80 Own.0"WWAN � 4.3 ACRES / / � i W/M�EL.L WATERb�o�100 IoZON / vx I •tom 1 etoo- .d TO Of APAWOWD AM %'o ID asAa cam Sm 0100I� LAND N/F OF r.� /� / ' td1 R' °t1S�56 / 04 STATE OF NEW YORK I -10e / // i i'� 6a se/ VACANT PARK AREA / nNc / is ISO, 92/ VACANT 104 P/0 Lot 1 / MAP OF HARM MATTITUCK FARM, LLC / 100 #10940 go/ / FILED APRIL 29, 2003 y� / LAND N/F OF �9r HARBES FAMILY ESTATE LLC /oleTOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.LM.11000-112-1-7.5 22.0 ACRES C4� VACANT - AGRICULTURAL LAND NO STRUCUTRES Fl-.f•nC n1.^ Ar, F^+ ,'•n ns•a�,...� d '*."s S \O r. ^--' !`'•. 330 pc �+'R..1) f+R"l' C LR n L.l r.!!rn �•�f'' Ix +• n� 7 ,f IUT ♦DE r,.r.g ♦*�0 gE*^PT �3`.' �s�rICE, V i '+,.., �7 c',.✓:..e. i, x r...a \s ., s6S00 9. ►.padBt Lfts`>.6r�4di81f 1/L'��:.a�d•:i:.l"y1 VA Ilc-..� E.:il u.,�daY ij...L..� � .►1 DI {�e+•�r' er-�y�n,,.+#1 fig'*.-. .•..sr�.Fa F.,^g"F''t��•• •rr"{.��.' ;�`�;'.1', W a - ..-_ /F \". 4t"-..'..YS Y ..J..a L_J. • ^.:. '. .1S •' • • _ 4 n l..w+,...,..•a P'y A v.Yhv•'ro9 wr. r•^„y,w;'s.,.,�.r /'.:t'r�r � �J Vn .. ..7 U..J S'i ^:.°✓.k. .17..'^ad.«i k.ei� A A..s,:A..l.. � .� V'p U F'O�h�rx'.'�':'`� :'C.' 7 E'r�>t0:�:'•pS � r'- t-,�' '" M '2• ' l vCa tJ b"�J1" .ss k OTT 00 o N <�O in g.,...•'.;��s .:..± .•.� ....... ..... ...e... • --e+ •Ai.?:-_.1 r..a�`.....6r �IS f1� Ar 4' I�� •� NG. VIELL CONSTRUCTION DETAIL 1 "-40' " I Ne- cp- C�1 -01 DWELLINGS �o o W/WELL WATER 2 �V _ r +1 00 Y l ID 96 .cp Z �` �� vc Ggp,�E // r�/ W ✓t, c ,� 1 1 J 0 426.85' o-rt WELL N89°53'Oo"W 98 `' U.P. // /'' �,•, N N S 0rurND A VEN UE N„ � � 2 �3(} f� � s' Spor 00 o I O c PSp I 98 — / U.P. PROPOSED "102-� 7 BEDROOM SYSTEM GRAVEL D0�WAY o / / ! R-80 EX � � •9.g' / // cn2� 9 2000 GAL S.T. 1 O'OX4'EFF.DEPTH ZO ED C LP (2)10'0x8'DEEP L.P. ZONED A 1 __ \ P/0 LOT 1 i GPZ�g9.. 0' LP �G• g GK PP KEG / 1R� �! O� � / 1 a \ E R 1 / VI ) / m \ Or y �\ 1 PROPOSED I.G. 1 GI � o P 1 �`ry EXISTING SANITARY 1� 06-.,,,1 \ 11Cj--'"LP GAS TANK TO BE ABANDONED AND BACKFILLED V ITH // 0. ,trao°�f 1 M i / j z- CLEAN COARSE SAND. G wE'� \ O \ / �`� 40C 1� / • .00 ED .00 ID EXISTING DWELLING ti :X.:..;:: °QaSn MM� ;, '`_`;°;;° ' �1 1 / ) ,,,.•�� .A341 TO 8E REMOVED 00 EXISTING I.G. LP ELEV. 94.0 GAS TANK TO SE OL ANR0RELOCATED 20, 96 ID AC � S6 i ,! vra 0 V'1-wt-:12 !,rrg 94AMY Si LOAMY --106 / 6 PROPOSED 2 STY FRM. I '% ^5' DWELLING No 98 PALE 7 BEDROOMS � � �PSER ,..•�� EXISTING / ��'' P/0 LOT 1 BROWN FFL(107.5) ��pRapy�NE• 104 WELL i��"' foc%' / MAP OF HARBES MATTITUCK FARM, LLC SP SEAN D L�' / r p QOSS��,RE #10940 GRAVEL VA 5AONT \ i�� /d2 /// FILED APRIL 29, 2003 TYPICAL CLEAN OUT \ ,•� / // LAND N/F OF p �N L / 100 HA6_S FAMILY ESTATE LLC °= surSLA E OR STOPPER PLUG END 1 / �' TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) c� /' VACANT r �•- , S.C.T.M.#1000- 112- 1 -7.5 XEZE NO WATER 150 17 30' ELBOW VACANT — AGRICULTURAL LAND — / McDONALD GEOSCIENCE 60' WYE ,� NO STRUCUTRES SEPT. 2001 i AS SHOKNI ON FILED MAP �' REVISED 09-29-20 FLOW-" REVISED 07-14-20 519 00 ao�� o� .G a c-= UNAUTHORIZED ALTERATION OR ADD1770N TO THIS SURVEY IS A V70LA770M OF SEC7701V 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEYMAP ONLY TO THE PERSON FOR WHOT REARINC THE LAND OM TH�URVEY IS PREPARED AND ON HIS BEOSSED SEAL SHALL NOT RE HALF TO THE 17TLE COMPANY,SIDERED TO BE A VAUD UE COPY GOVERNMENTAL AGENCY AND LENDING 1�77TUnCIV LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777U7ION, GUARANTEES ARE NOT 7RANSFMABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT?ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY aCPO O; SURVEY OF: P/0 LOT 1 HARBES FAMILY ESTATE LLC; R' CERTIFIED T0: ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN IN 1/ FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'VfN, 45' TOTAL TOWN OF: SOUTHOLD KENNETH M P10YCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, DRY4nLS AND CESSPOOL cOCA77ONS SHOKN ARE FROM FlELD OBSERVA77ONS SUFFOLK COUNTY, NEW YORK Professional Lend Surveying and Design AND OR DATA OBTAINED FROM OTHERS ell / P.O. Box 153 Aquebogue, New York 11431 NAVD88 PRONE (831)298-1588 FAX (01) 298-1588 ELEVA77ON DATUM.- Marc„ LINE "- FILE #220-15 scab �,: 1 =80a DATE:FEB. 15, 2020 N.rs. Llsc. No. 050862 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LO '7A 7.5 __ANC I � SOJJNDMATCH LINE SLONG. 6 �Q.33Ai„ E / 70E OF BLUFF / % Of g�vff --soJ / � � REST _ 1-150- 1 k i 1p gar' �O sue/ v� � J^ �0 98 va � N � O_ \ 04, o DWELLINGS W/WELL WATER 1 ` %allWELL 311. MAP OF HARBES MATTTTVCK FARM, LLC � / a uv / // ♦ .OW #10940 O _ a 61 30 w FILED APRIL 29, 2003 ,Y I ( w0 L07 2 100 I t —\ 1 i P/O LOT 1 � cn 3,2 -102-- 98 U. S.C.T.M.11000-112-1-7.4 / DWELLING , " ZoNm R-80 1 MAWAY\ 4.3 ACRES / / W/WELL WATER 6 0 \ 0 Ac r ..104- Ile o oosrnc swrulr •a toe. N \ l �S�No '�N�6 I aA10 To BE MV _ I 0X'" \VID soy"'ram. / r a caYM /84DTIM OR / �' \ \\ so oo�fY / .00� .00 Etu1Nc oulwc ) N<:': u;:.:...; ood 1 / / yi TO BE Roam / r.>.; � J 1 / �i LAND N/F OF r / / / £ ()5'Sb �/ 9894 acp �6 �STATE OF NEW YORK ( 10ti / / VACANT // �90 m PARK AREA / �° / i 150' 92-' VACANT 104 /� 150, / i%0 / P/O LOT 1 00 102 op / / MAP OF HARBES MATTITUCK FARM, LLC too 110940 eo / FILED APRIL 29, 2003 va LAND N/F OF HARBES FAMILY ESTATE LLC as, •'� / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T.M.11000-112-1-7.5 22.0 ACRES 84/ VACANT - AGRICULTURAL LAND _ NO STRUCUTRES y S740031 , 0 .. �_ ♦.'tt ,.�,,� f„"'ra'S'`� E ,e,�; P't,. Gam: I<aC{it)?dI'i'ILF"A.i:I�i�`L ?�'Ol FaALTt SE��dIlCTS Owe! y�r �r r-. y� .• 551 ,. .:.._r. . s6- 02 j9, �90 Of ` �^+ ,,•^,�+^ }^a'"Af /ST•1^- =_p A �o^�p°,ry�.CT rc•F.pr�^sT' .^r.n ��,6�r1 �z iv t�.�C�1'.:�%..`I:�, R ,`,...�,jar S.t 3Irs.7). � ,a A ir...i':'.s&5 t''e:,;,.a Agg'r.''.FFs��egg^^.�t�J�7�,..e 4„:":' 1..@„Ga V.., ... �/J^^`i...P.:.'•..Aa II'e.d'::.a�. t 1"� � � �"."i4 hT5_tf.: e' `s�e.:,..t:aF:s3.�ll i;iw't•,TK`C,v.i�•\?:�my : S 2�0 / O r COI Vj FOP DAAXT .f,l or°. _rED ROOMS EXPIRES THREE'Y EEP RS EILZ O �F DATE OF Ai�''1Z®'i AL � �''I�" e o H077T 03:T F!sMil �S_, 7rj= <o 0 a Albl_.,�q.."Vnn--, e ' en,' f7 L,a...;tar, Cr h rs•,^� �^ sf♦1�n �(�p/9 ] J M�J «A:-'. l.... ._„y,'-. ��:. v _.u.tci j s a:'a•fnt.TL1:.d.i1!iv ill U0 'ao WELL CONSTRUCTION DETAIL Ipp 40' to -0tv DWELLINGS c, ro a W/WELL WATER lip, M..� i00 �� o 96 I '00 1 y GRAVEi. ! • �� 311 .091 1� ' 9 s.so' 426.85 O WELL 9�F` \` i N 89053'00"W 98 o ` rp 00 I �~ N SO UND AVENUE 16 IF �30 �•.�~, �, � �0 CKPQs 6• S�0 S?kAN\ OR 100 I v, \ � � 1 98 a� � � ,,• \ �i BpRO REB o U.P. -o w cn PROPOSED — 7 BEDROOM SYSTEM GRAVEL DRWWAY t7' / / / cn o0 1 2000 GAL S.T. 10'0x4'EFF.DEPTH ZO ED R-8 EX LP \ 9•$ // /! `2� 9 � Q°0 AC o� o (2)1 O'0x8'DEEP L.P. ZONED 1 P/0 LOT 1 �g9�� OGK PSPNI` G G�/ 4 0' d LP 0) \�E�GORE \ PPRKIN // 05'(p8o F� I � / P i DER i •7 1, PROPOSED I.G. I N�I W P,�Ep I �� o EXISTING SANITARY 06�, " \ `C�.✓'LP GAS TANK i �X,c,'(n1 , b`G a,� TO BE ABANDONED AND ti MP' J�p BACKFILLED WITH // O. " wwoo�l \ I SO ,I .50 / I CLEAN COARSE SAND. / G wE�` \ O \ / / O DRY\WELLS , I , or EXISTING DWELLING001 TO BE REMOVED EXISTING I.G. LP / I ELEv 9 4.0 GAS TANK TO BE �' '...'" �vEREo P A�`o `ro. /! ! J /! 00`%A p,R�� /! i OL OR BROWN RELOCATED ; / J SANDY LOAM C8� � 96 O N 1?0 w J 94 SM LOAMOY WN SAND /�` `~106 �i0 / / PM / 6$ / PROPOSED 2 STY FRM. ( / 0,, --- 5' DWELLING I / ,.� / 98 PALE 7 BEDROOMS I 1.` P *pJV /� EXSSTING / � � P/O LOT 1 FFL 107.5 MEDIUM ;PRO ti1NE••- '' 104 ��! FENCE /// MAP OF HARBES MATTITUCK FARM, LLC SP SAND \ � ! ��, P05(/ \R / #10940 GRAVEL VACANT \ / ��102 // FILED APRIL 29, 2003 N 150' \ �'!!'� / / /// LAND N/F OF o TYPICAL CLEAN OUT \ ! ! 100 HARBES FAMILY ESTATE LLC SLATE OR STOPPER SUITABLE COVE OR PLUG END / VACANT TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) ' / ''' 150' S.C.T.M.#1000-112- 1 -7.5 NO WATER /'�T 30' ELBOW VACAWT — AGRICULTURAL LAND — /� McDONALD GEOSCIENCE 60' WYE // ND STRUCUTRES SEP7 2001 / AS SHOWN ON FILED MAP -/ REVISED 09-29-20 FLOW-- REVISED 07-14-20 519�o a'o rn o a; UNAUTHORIZED AL7ERA77ON OR ADD17701V TO THIS SURVEY/S A VIOLAAON OF SECAON 7209 OF THE NEW YORK STATE£DUCA7701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO INE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING/NS7/7U770N s�� 036,�Q" v, LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEE'S ARE NOT TRANSFERABLE. ✓ OY S 69 a� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE o NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, AD01770NAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS o� AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EV70ENT ON 774E PREMISES AT THE 77ME OF SURVEY r,CPO p, SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MN 19 FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN 0002��0, SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL s� ak TOWN OF. SOUTHOLD KENNETH M 1POYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, D4YWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM F7EL0 OBSERVA7101VS 'm SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS a C. 40� P.O. Box 153 Aquebogue, New York 11931 NAVD88 FILE #220-15 SCALE: 1"=80' DATE:FEB. 15, 2020 N.Y.S. LISC. NO. 050882 PHONE (630298-1688 PAX (631) 298-1688 ELEVA770M DATUM. MATCH LINE S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 ISLANDDSOJJND _- _ MATCH LINE LONG 33 b ' 7o32�41" E N TOE OF BLUFF 6' / i r/�..rr.•\ 9 30 \\ �\ 0f -01 G��go;;i 3A. sp 50' MIN. fir✓ r= -BU7--S-UFFICIENT SEDIMENT ON SITE /^\ HAY BAIL AND/OR \ SILT FENCING \ Z. L..I ' 0.1 \ O ' \ \ w Ip .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. t FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. I ro �'DWELLINGS \ \\ W/WELL WATER 91 96 00 TYPICAL DRYWELL CROSS SECTION ✓ MAP OF HARBES MAT7ITUCK FARM, LLC t� (GONG. PRECAST COMPONENTS) q b'30 w_ FILED APRIL 29, 2003 �i�-- /`- y \ C.�Q 2PIZt I ( w0 LOT 2 6" SLAB FOR NON-TRAFFIC BEARING r N d t too 1 - , 8" SLAB FOR TRAFFIC BEARING I as XT% 3 2-air APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE —\ _ ` l HEAVY DUTY P/0 L07 1 / DWELLING " v" MIN. 4" DIA. COVER TO GRADE 70 EXPANSION RINGS 102 \ S.C.T.M.1'1000-112-1-7.4 / W/WELL WATER 04\'QQ PITCHED 1/8%1' MIN. 4' DUI. ZONED R•-80 tx+Av[�o�w�� 4.3 ACRES / / � w 67 PITCHED TONED 04- \ to /� ) p S ® ❑ ❑ ❑ ❑ W' IR r 4° 106- •�No Wr,Ap,SE IyE I a"o CLEM 0aVt5£s,ND / gn„ \ \ \ / P�AA001t / 00•0 TO BE 11DIOMFD LAND N/F OF ��to6 // Mai Rr 6g°Q5�56// 96 94 STATE OF NEW YORK r LOI VACANT / 90 op PARK AREA /� //j�� 98 150' 92� �9 / O VACANT � �.i� / �I, 'O ' / /, p, 3 MIN. � 8' ISO, /�i'102�Pp5t / P/0 L07 1 / / COLLAR � O / / MAP OF HARBES MATTITUCK FARM, LLC / BACK FILL MATERIAL TO BE 100 110940 90 / / CLEAN SAND AND GRAVEL / FILED APRIL 29, 2003 /1 LAND N/F OF HARBES FAMILY ESTATE LLC / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T.M.#1000-112-1-7.5 / 22.0 ACRES 84/ VACANT - AGRICULTURAL LAND NO STRUCLITRES y �0 S741 03�30„E SOSo 2•Jam, DRAINAGE CALCULATIONS: 00OP Os�O Al PROPOSED HOUSE W/COVERED POCHES=3570 SQ.FT. �p 3570 x 0.166=592.62< 593cf REQUIRED s, N° (2) B'DIA x 7' DEEP DRYWELL=620cf PROVIDED 0 TYPICAL SILT SCREEN SECTION J?. r O GEOTEXTILE FABRIC SUPPORT POSTS WOOD OR METAL 7 FLOW DIRECTION r� EXCAVATED AND y BACKFILLED TRENCH v� v? b EXISTING GROUNDTtA1/ 2 cp Cr' I=L�1�1=L�11�1—. r::::::iiifff I ICJ.= �J L�JJ-111��11 - ►� _III-I 11=1 I IJ I I-III I I-I I I.� I I-I I I I I I-I 11 I I-I I. N 4' T MININUM N �O al 1 �y M WELL CONSTRUCTION DETAIL ►�` 1 "—40' w � -0t DWELLINGS 0 vo o W/WELL WATER Z r •v, n 9631109 426.85 , r / , /' oo WELL G',8_L� N 89053''00"W `700 / 98 \\ O 00 tp / U.P. 0 SOUND AVENUE / /// o✓m 6130 � OZ pG f0 C I I W N 0 \ ,NOE RNE`NAY t Q M CONCRETE WASH OUT AREA / 19� \\ 6' `' SPHP-� 0 100 IN BED OF DRIVEWAY. 1 98 \ \ $PR0 / REB / o \ - / U.P. P/O LOT 1 PROPOSED SILT FENCE 102' tin 7 BEDROOM SYSTEM R-80 EX ' GRAVEL DRIVEWAY .9$� // r ��Z� 9 o 2000 GAL S.T. 1O'0x4'EFF.DEPTH ZO DONED AC LP_ \ \NC \ '0 N (2)10's�x8'DEEP L.P. � 1 SOCK EP�pHP�� PROPOSED / ACV 0 C r' G�/1? LP rn \\BEA 0-9. \` PPRKIN AND STAG(CONSNG TRUCTION / Oc�1/V1\RE 00 ENTRANCE r P �\\ \\ PROPOSED I.G. soy o . \ ti ®__—LP GAS TANK 1 1\N c l�E 1 s� '� EXISTING SANITARY TO BE ABANDONED AND 061``` \ ,i 1 �X\ PAN O P�v N BACKFILLED WITH / 0. WIND CLEAN COARSE SAND. ),,, I M SOv� SO / / C' ` WEu \ PROPOSED SILT FENCE ALONG / +'`'''" :::. \ DRY WELLS PROPOSED LIMIT �` 4�O / PP ti�':; $'taX7'DEEP OF DISTURBANCE t: �� t ,, o .o '; :::::::::`:::PRO fRM>;;:> ';'::;; ;.: \ 1 / 1 J,i EXISTING DWELLING :. sn \ / i�, 1 / TO BE REMOVED tn EXISTING I.G. LP I ty `~"y:; PP�D / 1 PROPOSED SOIL / R`( 01 ELEV. 94.0 00, GAS TANK TO BE �+ :.::::;• R� I STOCK PAS AR / N 0, 2 ca s / / OL DR BROWN RELOCATED ; �- c� �� / 96 I w° SANDY LOAM j / / CE GN� i 6 / I —2 _ / // / SAII FEN �N Rr'� 005 ` // 94 �, o Q v�N SM LOAMY SAND PROPOSED 2 STY FRM. / `� `�-106 �� XISTlNG / ��OPM'� /� 66 -- 5' DWELLING '` WEL 98 7 BEDROOMS PALEI I WpfER. ,• "� P/0 LOT 1 BROWN FFL(107.5) ;��PROP 1NE.....�•• ..,• / /��, NG- / MEDIUMfE / MAP OF HARBES MATTITUCK FARM, LLC SP SAND \ / ��POSE/w\R // #10940 GR& VACANT \ /15 op '''102 // FILED APRIL 29, 2003 N TYPICAL CLEAN OUT \ ,,�� / // LAND N/F OF N HARBES FAMILY ESTATE LLC SLATE OR 00 6= SUITABLE COVER STOPPER END / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) OR PLUG VACANT S.C.T.M.#1000- 112- 1 -7.5 'NO WATER 17, 30 VACANT - AGRICULTURAL LAND McDONALD GEOSCIENCE 60'L 150'WYE /,�/ 1`JO STRUCUTRES SEPT. 2001 ADD STORMWATER 04-15-21 AS SHOWN ON FILED MAP -' REVISED 09-29-20 FLOW-"- REVISED 07-14-20 519.0Q `o w 'o a r? UNAUTHORIZED ALTERATION OR ADD17701V TO THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ado ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION N`r, '9 �q0" tp LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITU77ON, GUARANTEES ARE NOT TRANSFERABLE. j ap, S 69°36 r,� INE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ° NOT INTENDED TD MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, AD017701VAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY CPO p SURVEY OF: P/O LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; � ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'NIN FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN �Q°OZ�`\ SITUATED AT: MATTITUCK SIDEYARD SETBACK: 2D'MIN, 45' TOTALUA TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a Jz LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 'zd' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FRCrtI OTHERS. a _ P.O. Bog 153 Aquebogue, New York 11931 , PHONE (631)298-1568 FAX (631) 298-1588 ELEVA71ON DATUM: NAVDSS MATCH LINK„ FILE #220-15 SCALE: 1 =80 DATE:FEB. 15, 2020 N.YS LISC. NO. 050682 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 LONIS.33G SOIJNID -- MATCH LINE _ ISLAND - - ' N 76°3 / 70E OF BLUFF \ '30 0 so' G��gO••• 3k / as- 50' MIN. BUT SUFFICIENT SEDIMENT ON SITE 7^\ HAY BAIL AND/OR \ F— 'SILT FENCING Z \ z• w o `98 • Ld O \ 0 Z a V� ,Z, o � Q�. Q�G` (V L \ O \� 9 o .CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED ®a \ w °.314" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. w �\ FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. DWEUJNGS 1 \ \ i W/WELL 1� 19-99/ W 2 < '' Op►t� N / N/ WELL \ 1 31 99 \ to r_ �° TYPICAL DRYWELL CROSS SECTION / \ .� MAP OF HARBES MATTITUCK FARM, LLC (GONG. PRECAST COMPONENTS ° 30 w FILED APRIL 29, 2003 Ar r_too—_ \ ` ` \ 1�7Q Y � L07 2 6* SLAB FOR Za' 8' SLAB FOR NTRAFFIC BFARING�HEAVY DUTY � e � Nc f00 I P 1 I 3• APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE DWELLIING'\ 102-- 1 u" *�j S.C.T.M.11000,112-1- 1/87.4 W/WELL WATER og1'QQ,1� PITCHED I COVER TO GRADE TO PANS�OD�NGS _ ZONED R-80 CWM:L WWWAY 4.3 ACRES / �, . 61 PITCHED 1/8-/1' ONE-AC \ \ t1! N ! R I ❑ ❑ ❑ \ rtN�w PAVE 06 I Das►Nc swnlar toss ° TO BE Dom= 1a1rE1n� TO BE ROOM 199" LAND N/F OF /// / NEI� R�t1j °05`56 98 9+ I J' STATE OF NEW YORK ( —108 �/ / % 6a VACANT // �90 �, cp PARK AREA / DUSTMWELL / i� ISO, 92� J / .n VACANT 3' MIN. 8' 150' �102/w / P/0 LOT t /,. �t / COLLAR / MAP OF HARBES MAT17TUCK FARM, LLC / BACK FILL MATERIAL TO BE too 110940 90 / / CLEAN SAND AND GRAVEL /' FILED APRIL 29, 2003 P / LAND N/F OF as S HARBES FAMILY ESTATE LLC 88 / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T:M.j 1000-1 f 2-1-7.5 22.0 ACRES 84/ VACANT — AGRICULTURAL LAND NO STRUCUTRES Z. S74°03,30„� S6S o 2/9, 0•s�0 2 DRAINAGE CALCULATIONS: 41 s m �cp ss, PROPOSED HOUSE W/COVERED POCHES=3570 SQ.FT. /Q� N t 3570 x 0.166=592.62< 593cf REQUIRED (2) 8'DIA x 7' DEEP DRYWELL=620cf PROVIDED t{ 00'N o_ TYPICAL SILT SCREEN SECTION Q 0 GEOTEXTILE FABRIC /� SUPPORT POSTS WOOD OR METAL FLOW DIRECTION c! O a� EXCAVATED AND BACKFILLED TRENCH u} EXISTING GROUND00 � _III—III—III_.-.III—III I IJ 11.� I I—I I -III—III—III=111—III= � 4" r MINIMUM N �o 6= \ 1 � O � C'n c�Q WELL CONSTRUCTION DETAIL 1 "-40' w tot DWELLINGS vo o W/WELL WATER �� a 9 6 �_ / / tom? c�.� \ 0 , 0� \ 1 31� • S.so' 426.85 / O WELL 9�, \ N 89°S3'00" W W 98 \ o \\ I , / ' Ow Non � SOUND AVENUE N ,- ,100------ �O,p� \\ o26130 FVNc� Y I N / CONCRETE WASH OUT AREA 100 ! � IN BED OF DRIVEWAY. \\ ASP I 98 \ 1 BPR0 / RE8 \ - / U.P. P/O LOT 1 PROPOSED SILT FENCE 102` 1 _ cr 7 BEDROOM SYSTEM GRAVEL DRIVEWAY 2000 GAL S.T. I O'OX4'EFF.DEPTH Z0 D R-8 AC EX 1 LP__ g.8 // \ 2� 9 N (2)10 Ox8 DEEP L.P. .� ONED B�OGK EX ASP K'NG PROPOSED / LP p E�-G�Ra \ PAR STAGING AREA VdIRE I /i G \ AND CONSTRUCTION / c� / 1 ENTRANCE I PO PROPOSED I.G. ! i W p j ��°ti o EXISTING SANITARY 06� \ *,C�} LP GAS TANK ` Xis-��N ��P v�NVE 1 r \ �� TO BE ABANDONED AND / _ \ �N P N o BACKFILLED WITH ' <:;: \NEB j 0 SGj�W .50 'c�' j . �'ROPOSED SILT FENCE ALONG / P� Q i� / �z CLEAN COARSE SAND. �' °°: `.;: ;;';; DRY WELLS PROPOSED LIMIT / �� '.;:. 8 0x7 DEEP OF DISTURBANCE t "' 10, o � EXISTING DWELLING 1 :?''': ' :;:::::: J. 3 / TO BE REMOVED ::o:::::::::::: ::: t�0.., :::::::::;;: :: :..... / dop If EXISTING I.G. LP ° I I PROPOSED SOIL ELEv. 94.0 GAS TANK TO BE t STOCK P1tiE ARun OL OR BROWN RELOCATED .30.j%r IS' �� // 96 I �° SANDY LOAM —2, \` // / �ENGE R\GN�'Or S1 S 6 // BROWN --`-� // / SA `AEN i7 0 / 94 Via: �oN SM LOAMY SAND / -106 / / P\v`�� / 66 = PROPOSED 2 STY FRM. EXISTING �-O00i — 5 DWELLING 1. �\J WEL ' PALE 7 BEDROOMS ! �, P WATER /'O`'� ' 98 P/O LOT 1 BROWN FFL(107.5) PRO E��E..- '" � fENGE / MAP CF' HARBES MATTITUCK FARM, LLC MEDIUM L '' r� w1RE / SP SAND \ / �i�iPpS� /' #10940 GRAVEL VACANT \ / 01102 ' FILED APRIL 29, 2003 �r TYPICAL CLEAN OUT \\ �� / /// LAND N/F OFF SLATE OR—� / 1 QQ HARBES FAMILY ESTATE LLC SUITABLE COVER \ —STOPPER END /OR PLUG VACANT TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) '� ' � 150' S.C.T.M.#1000- 1 12-- 1 -7.5 No WATER VACA14T - AGRICULTURAL LAND — 17' 30• ELBOW yyWYE MOVE HOUSE 10' EAST 04-23-21 McDONALO GEOSCIENCE B0• yE � ND STRUCUTRES SEPT. 2001 / ADD STORMWATER 04-15-21 AS SHOWN ON FILED MAP �' REVISED 09-29-20 FLOW-`- REVISED 07-14-20 519.e �p ..o 0 a,; UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EM8OSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ado ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS777UAON, GUARANTEES ARE NOT TRANSFERABLE. ao, $69°36`tQ a� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ° O NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TD GUIDE 7HE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY a"p O; SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC ; MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN Sao°oZ`oQ, SITUATED AT. MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL AA" JU"J 1 1 2021 �U, TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, D?YWELLS AND CESSPOOL a LOCATIONS SHOWN ARE FROM FIELD OBSERVATONS 37� SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM 07HERS ,. '... P.O. Box 153 Aquebogue, New York 11931 _ „ , PHONE (631)298-1588 FAX (631) 298-1588 EL£VA77ON DATUM. NAVD88 MATCH UNE FILE N220-15 SCALE: 1 =80 DATE:FEB. 15, 2020 N.Y.S. L1SC. NO. 050882 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 SOTJNI) _- _ ISLANI) MATCH LINE ONGL , 70•3�1„ E N 76 TOE OF BLUFF 8' t � i 20 l �/ � \ 30 \ ( / 1 1 Jo \ \ i F O g�v 'Glp ��10 's, /'g lG G� r 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE /^\ HAY BAIL AND/OR \ FZ- SILT FENCING LLJ . �o \\98 w p \ Z -_9y 0.1 \ \ w \ "fl' 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 04\ \ ® :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. \\ FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 1 0 DWELLINGS g, W/WELL WATER Ick 96" W Z \ , c tF►A o Q i tr TYPICAL DRYWELL CROSS SECTION'� � � \� ✓ MAP OF HARBES MATTITUCK FARM, LLC - / \ a #10940 � o (CONC. PRECAST COMPONENTS) FILED APRIL 29, 2003 10°2 t At 1010 i O LOT 2 1 6* SLAB FOR 8" SLAB FOR NON-TRAFFIC SEARING TRAFFNG HEAVY DUTY / M 30 APPROVED INLET PIPE CAST IRO FRAME AND APPROVED OUTLET PIPE \ `_` P/0 LOT 1 / N DWELLING a vY MIN. 4' DIA. COVER TO GRADE TO EXPANSION RINGS t02 S.C.T.M.11 000-1 12-1-7.4 / R-80 \ �i 4.3 ACRES / / a W/WELL WATER o��flG PITCHED 1/8%1' MIN. 4" DIA 20 ED y„�� ye �+ $61 PITCHED 1/8%1' ZONED 04— Op I I ° \ °"' 1 \SnNGP�NEE I �- to6� IM SOUO 5o N / o aao�'f / ,00•p s Abanc omment of existing s��itc.�I systcm must be in ,� \ \ 0/s / ► /.��'� i `''�° comroml^rce With de`:.$'tr,, :it re uir,cment Submit Completed form WWIM- o'K 0 as pr of. I I R'I �►� LAND N/F OF , cis` /r/ / I MENj R�G�P�g°05,5 // 94 1 J STATE OF NEW YORK ( / Oi 6 VACANT // ° a (71 PARK AREA ISO, Q� 's 6= ' VACANT 104 �� / 92 ��, / oo Waiver Line(s) MUST Be inspected By The 3' MIN. .. g _ ISO, / / 0 // P/O LOT 1 �/� / Suffolk County Dept. ®Y Health SC'r4'1CeS. COLLAR MAP OF HARBES MATTITUCK FARM, LLC Call 852-57Sy, 48 Hours in Advance, CBACKLEANFSAND ANDI GRATO VVELBE too �10940 90� i / FILED APRIL 29, 2003 �� / To Schedule Inspection(s). LAND N/F OF 9i HARBES FAMILY ESTATE LLC 88 / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) / S.C.T.M.11000-112-1-7.5 22.0 ACRES 84� VACANT - AGRICULTURAL LAND DRAINAGE CALCULATIONS: NO STRUCUTRES WELL AND LATERAL ''f PROPOSED HOUSE W COVERED POCHES=4124 SQ.FT. F SHOWN ON FINAL SURVEY / 4124 x 0.166=685cf REQUIREDb:S'1£c� y" �ai i:0• 7 3 -Li O PROPOSED GARAG805 x O 0Q166=134cf REQUIRED �;''''" `' "� Zg 23 S,4oO3/3p,�F "I+� TOTAL: 8190 REQUIRED S 6So I9• (2) 10'DIA x 6' DEEP DRYWELLS=821cf PROVIDED O'SAO °:Oflu'GO .ComrrY DEPA:PTT.rENT'T OF hT-J.LTH SER°VyCe, J' y �✓ PROPOSED 1450 S.F. DRIVEWAY EXTENSION 1450 x 0.166=241cf REQUIRED bP.�i It'�^,,�? : .,'DF' �.�1:'O'1'iti?Pd' .Jib (1) 8'DIA x 6' DEEP ORYWELL=265cf PROVIDED RiG FATS 1.,1'DES-'zPTCE mLy o�F r-1 -Zo - 0-779 wo TYPICAL SILT *+" SCREEN SECTION �Ea"rODD -- P01t OF rFD 00?,!S GEOTEXTILE FABRIC SUPPORT POSTS ( �1J '�il :�1 ZiIE[rlYEf i FnOT��i DRTE CTA.F 'I'a7tiTF . WOOD OR METAL ------------------------ 7,+ FLOW DIRECTION -- 0' <�O a� EXCAVATED AND ° 13ACKFILLED TRENCH U' u�^ EXISTING GROUND 1-1�1—11=1 I 1=1 I Imo!I�11= - •'� I I�11= I I—I I�I I—i I I�I I-1 I I- � r .i i t-1 I I—III I I—III—I I—III. _I� I I—I I _III—I i—I 11�1 I_t I I_ N 2'YWIMuM N "Po o= \ 1 �• 01 u� Ci1 ao WELL CONSTRUCTION DETAIL ►� 1 "=•40' �, C� w C� ,0 1: DWELLINGS qo d W/WELL WATER �< N ►—� 1 Op � P'I 1 6`11 p �TA o 96 I .� ` '` \ 9 1 �'c GRP`IE WELL c�9` `\ 1 L ,N 89°5 0W 426.85 C110 / �98 0 U.P. SO UND AVENUE _J00 26�30 � N E W N � `CONCRETE WASH OUT AREA / ' � L�9�. '"'� � � l0 ro, S�OC`�POgp,\.'� 0�\V�AY 100 IN BED OF DRIVEWAY. \\ 1 PSPN I 98 \ t gPR0 / REB U.P. P/0 LOT W PROPOSED SILT FENCE _102 _ 7 BEDROOM SYSTEM R- GRAVEL DR( \AY L.P.GAS 9 S'� // / `��z� 9 -� o 2000 GAL S.T. �1O'0x4'EFF.DEPTH ZO D 8 AC EX 1 LP — \ 'SANG i % \ N o�'- (2)10 Ox8 DEEP L.P. ONED EX tAG 1 U - LP y o_ ECG RB C \ \* LNG STAGINGEAREA GV v ` AND CONSTRUCTION 5� / � ENTRANCE I PO rn DR ELL ` '0� °=10'0x6 \` i DRY WELL -�1NG I GP�� v� j oy�< o EXISTING SANITARY 06" O 8's�x 'DEEP 1 EX1S vEN / .. TO BE ABANDONED AND • P N BACKFILLED WITH N , 0' 'rcc : `o\ ONSILT FENCE ALONG S .p'i� / CLEAN COARSE SAND. ::::::.�::::;. ```` P O �� v,� / '' ' \ PROPOSED LIMIT / Q / :... / ':. '; ::: POSE M;" ':<``;.;i':•. ��02...:,.,.•;;: \ OF DISTURBANCE t EXISTING DWELLING 3 , N::;:::::: : ti� ; ::.....: : :::::. i \ I A-3 TO BE REMOVED / EXISTING I.G. LP I DRY WELL PROPOSED SOIL / ��''�♦ I / 4 0 0x6 DEEP STOCK POE AR / ELEV. 94.0 GAS TANK TO BE / / 1A / I 20 s / I Ov� / I I � r OL DR BROWN RELOCATED / S 96 I SANDY LOAM \� O / I N� i gam/t S 6,` // �°0 BROWN -'`- / 5\L �� $ / 94 W C SM LOAMY SAND -106 // / pM� / 6 PROPOSED 2 STY FRM. \ EXISTING ��' �-000 1 ' '/ M — 5' DWELLING \. R WEL // %�� / 98 PALE 7 BEDROOMS I \` 0P WEPtE j'� P/O LOT 1 BRowN FFL(107.5) :t pR �\�1,:..• /�� MEDIUM f� R� FE / MAP OF HARBES MATTITUCK FARM, LLC SP SAND ` �.....�.. // ''/' P05S� // #10940 GRAVEL VACANT \ / �.� 102 / FILED APRIL 29, 2003 150' TYPICAL CLEAN OUT \ 00�'7 / // VACANT LAND N/F OF00 o SLATE OR ` / / 100 150' HARBES FAMILY ESTATE LLCSTO °= SUITABLE COVE OR PLUG END / �. TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T,M.#1000— 112- 1 -7.5 NO WATER _ 17' 30' ELBOW REVISE HOUSE/ADD GARAGE 05-12-21 VACANT — AGRICULTURAL LAND McDONALD GEOSCIENCE 60' \, YE � MOVE HOUSE 10 EAST 04 23-21 NO STRUCUTRES SEPT. 2001 ADD STORMWATER 04-15--211 AS SHOWN ON FILED MAP REVISED 09-29-20 °:ls 5�9 FLOW'"- REVISED 07-14-20 ,i �' �;; � 0 � ° UNAU7HOR/ZED AL7ERA71ON OR ADD17701V TO THIS SURVEY/S A V/OLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON LJS7F0 HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLEmoo= 69°36 �, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE t` -s fl_ `' S `PO NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIRONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY �a O; SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; :* c� ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC LC 1'RONT SETBACK: 60 MIN -IN FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN �p°02�� , SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a LOCA7701VS SHOWN ARE FROM RELD OBSERVARONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS. a P.O. Boat 153 Aquebogue, New York 11931 _ F)LE 220-15 SCALE: 1"=$Q' DATE:FEB. 15, 2020 PHONE (631)298-1588 PAX (631) 298-1588 ELEVATtON DATUM: NAVD88 MATCH LINEN.Y.S. LISC. NO. 050882 0 kA .- c) -- 7 7 , 9' - S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 SOUND ISINND -— MATCH LINE L 1 /N 76°32M1E 4-/ •_/ TOE OF BLUFF /� r 20 — / 50 \ 5 CR � / G 96—i or ss /^\ �O 98 _ 96 ` \\ \ 9 9; I N � \ DWELLINGS o \ g a W/WELL WATER din o 8 0-W ajp �98' r �\ � \ to ✓_ �° TYPICAL DRYWELL CROSS SECTION (\ ✓ MAP OF HARBES MATTITUCK FARM. LLC [+nn��( ,^n / n nn� nnnirkirM U.P. , // \ w #70940 � ✓�_ (CVIVC. f (\I_I..AJT LV��( VIVLIVI Jf O °26�30 E NEE w_ FILED APRIL 29, 2003 L07 2 6" SLAB FOR NON-TRAFFIC BEARING / 32 q �~ .�\ 1" 6 ST� µt t� I = 8" SLAB FOR TRAFFIC BEARING HEAVY DUTY \ } I Ee" P/O LOT 1 / / 3' APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE `.102— g:. u.v, S.C.T.M.�'1000-112-1-7.4 q DWELLING �I MIN. 4" DIA. COVER TO GRADE TO EXPANSION RINGS \ ^ow / J W/WELL WATER b \ Q 4.3 ACRES / ! $6 ok1�Vv PITCHED 1/8"/1' MIN. 4" DIA. � "i PITCHED 1/8-/1' ZONED R_BO 4 ! / �' ` p I C� �IUL_JUU � ZONED Al r ` LP i rn \ \ / t TM I / Ex� � .� \ 1 ',� v0' I PSER ! LP lr, ♦ 1 EX�SZ�N��CPp�vENVE ! ate° sT is I IAP��VND SpUjNfi� / Water lines must be insa►.:c�cted by the /, Q pot 1 �, - - !— 4 I / • / s Sutfo.k Counter Dept. of Health Services. JI \ / 1 y♦ A3' // `9° C211 (631)852-5754, 48 hours in p.::;:;;:.:.:::. . I I / UNDPR�♦or 100.- 1 1 y10= advance, to schedule inspection(s). 56 Cp STATE OFLAND NEW YORK N/F OF -toe'/ // //0 ;OiEr R`,t�6acp5 9a/ VACANT 94 / �`��oN'r� r PARK AREA >mac / ♦r t50' 92/ VACANT 4 r%PO`'�r^ E NC // P/O LOT 1 % , *` WELL AND LATERAL MUST BE COLLAR ' 8' / r ,D2 / d�'r' / MAP OF HARBES MATTITUCK FARM, LLC HACK' r' ;� APRIL 2 , SHOWN ON FINAL SURVEY � CLEAN}SAND AAND I GRAVEL Bt I / FILED APRIL 29. 2003 / � / LAND N/F OF 88 �9� �- / HARBES FAMILY ESTATE LLC 86•�✓' / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) // Abandonment of the existing sanitary system must be in ' S.C.T.M./( 0 22. ACRES -7.5 conformance with the Department's requirements. 22.0 ACRES 84� p Q VACANT - AGRICULTURAL LAND Submit completed form WWM-080 as proof '0I DRAINAGE CALCULATIONS: NO STRUCUTRES PROPOSED HOUSE W/COVERED POCHES=4124 SQ.FT. 4124 x 0.166=685cf REQUIRED PROPOSED GARAGE=805 SQ.FT. s�4'03 � 805 x 0.166=134cf REQUIRED TOTAL: 819cf REQUIRED 6s'o2 J9, Revised Plan Approved: 4/11/22 Expires: 10/28/23 Os. 2 (2) 1 O'DIA x 6' DEEP DRYWELLS=821 cf PROVIDED 9rp4 P up m SUFFOLK COUNTY DEPARTMENT Or HEALTH SERVICES PROPOSED 1450 S.F. DRIVEWAY EXTENSION N PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 1450 x 0.166=241cf REQUIRED ss ap (1) 8'DIA x 6' DFFP DRYWELL=26.5rf PPOVIOFf) SINGLE FAMILY RESIDENCE ONLY ct' �r'a O1I TYPICAL SILT XTN SCREEN SECTION � DATE 10/28/20 .S E . No. R-20-0779 p ppp -- ��,rJ GEOTEXTILE FABRIC APPROVED .5 Z SUPPORT POSTS WOOD OR METAL FOR MiAXiMUM OF 7 BEDROOMS 7 FLOW DIRECTION - EXPIRES THREE YEARS FROM DATE OF APPROVALf0 EXCAVATED AND f1 a� o BACKFILLED TRENCH ��• EXISTING GROUND ' =11= =1I I.-1 I I-1 I1=1I I�I I—III—I I `��`''•• I I I�I -1 I1=1I I-1 I I-1I I—I 11—. •� I�iIIiIIIiIjIIiIIIITIIl111i �� Ill�lllli Illilllllilll11111= 1i1111: to 2 MINMAUM a W w� tJ� t{f NO WELL CONSTRUCTION DETAIL 1 21--40' #R-20-0779 l Lo DWELLINGS �0 o W/WELL WATER 11 CIO 1 C31 a V,0 \ r oRN1vW P'I 96 SILT FENCE � .0 426.85, / r r 8.50' ! // 0 WELL c�'vL \\ 1 J N 8905 W CP / .198 o \\ 1 L11 CP / \ ��L \ • // 511 FENCE i \\ h �9� U.P. / / / // \ �o UE —� 11 W N N oS' 0 � 1 N 0 wAcll- 75 _ N 6 SPµF 100 I o s \\ 1 A 1 98 c w 'ra �� U.P. / L o --102_ w.11 4 ROP. ' 80 Nro �- T. GAS 9 8 / // , cA2� 9 t3'l o a !! ! \ •p R ZONED N g, AC PROPOSED ZONED 7 BEDROOM SYSTEM LP EX � rn \\ \ Il 905�/w\R /// 2000 GAL S.T. 10 Qx4,EFF.DEPTH �� oW, - DR (2)10'Ox8'DEEP L.P. LP °W 10'0x6 5tN ® 1 DRY WELL 3 , S�`C�G i GP1�-O v� r 5N`NO ` GQ PO 8 lox DEEP -10 I ��(� v \ .. Mp,�Nv�a O, O� SC Ik V / 6 ....4' �.�'.'..9'.'.\.'.'. '.'�'. 1 \'.'.'.'.'.'9..... P°5^.n\ SILT FENCE ALONG 1 P �UO I / ♦r♦ e In.'''.'.'. '� `°' PROPOSED LIMIT ♦r 30• 3 .'..'.'."FRaME:':':':'.'\..'.'.'.'.'.'.'.'.'. OF DISTURBANCE f / I I ♦r r �, ✓ I . '.' ..........'.'. 2 5�Lltµ6�C�t0".':• ...........\....'.'..,...'.' _- r♦ �l 2. J. RFF1 'O5:........'�.'. 1 .►OO ( "i ..'�;Zy n.. WE��I O } / rrr 0.4 ............ W`1y°D F I ;j .......... ,39 I10' x6 DEEPI DRY WELL ' r r�♦r ELEV. 94.D .. s °0N�/ I 1 ! NpP♦♦ ! I I o d I v r r OL OR BROWN �+ �°s was c ac/ 1 I `cj r�o r [ 11 Y/ 96 I ✓ anLP SANDY LOAM _2' �n r (� n;7 I. �` t c tub //r !S I! lI F�NrvE R\GN r♦ 0 5 00 1 J� // I �"'P-°n car N SM BROWN I' 1' _� /�'� `` / C�. / / 51� `Ac-N r �Q 0 // 94 wa= p LOAMY SAND — 5 Ann ! �IIL2 a t �\ 106jEXISTING / ��L�OP rr / 1 ' 98 M �' !'yJ f; LIL wP�ER , ,,� WEL / O♦♦ / P/O LOT 1 PALE OP• / / ,,,r BUILDING LITEPTHO PR ENE MAP CF HARBES MATTITUCK FARM, LLC BROWN TO rdN OF sUUTHoI..ra ,. �.,..,.._.. ♦ri r r R NGE / MEDIUM �..-•'' E / SP SAND \ ,/ ♦,r /w #10940 GRAVEL VACANT \ / rrr 102 / FILED APRIL 29, 2003 XP 150' ♦' r �♦ / VACANT TYPICAL CLEAN OUT LAND N/F OF r♦ , / oa•�, SLATE OR— 100 150' HARBES FAMILY ESTATE LLC SUITABLE COVER \ STOPPER END / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) cc� OR PLUG / S.C.T.M.#1000- 112- 1 -7.5 NO WATER VACANVT - AGRICULTURAL LAND -- i 7' 30• ELBOW McDONALD GEOSCIENCE 60" WYE REVISED DRAINAGE 04-01-22 NO STRUCUTRES SEPT. 2001 REVISED 03-09-22 AS SHOWN ON FILED MAP ADD PROPOSED POOL 01-31-22 FLOW-' FOUNDATION LOC. 12-14-21 121 �a a UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN aaCP ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE •`r✓'`JOn S690 NCPO NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 'G AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY a o0= �O SURVEY OF: P/0 LOT 1 of Nr;v CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC ��4 4N M wog yop FRONT SETBACK: 60'M'N *� `y * REAR SETBACK: 75'MIN 1 ° , FILED: APRIL 29, 2003 No. 10940 � � SIDEYARD SETBACK: 2Q'MIN, 45' TOTAL $ 0 Ad'DD SITUATED AT: MATTITUCK r- x o TOWN OF: SOUTHOLD a THE WATER SUPPLY, WELLS, LRYWELLS AND CESSPOOL `r F ,� KENNETH M WOYCHUK LAND SURVEYING, PLLC LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS a� SUFFOLK COUNTY, NEW YORK ti0 050882 Je•- Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS j a L p s P.O. Box 153 Aquebogue, New York 11931 F PHONE (631)298-1588 FAX (831) 298-1588 ELEVATION DATUM: NAVD88 _- MATCH LINE FILE # 220- 15 SCALE: 1 "=80' DATE:FEB. 15, 2020 - -------------- N.Y.S. LISC. NO. 050882 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 ISLAN DSOTJND MATCH LINE LONG _ N'76°32 41u TOE OF BLUFF 1 / 30 0 s 'L s0 00 r o \98 ♦`� N � O \ �98 �\ �♦ �\ WELL 94 1 R \ \ cDWELLINGSSb W/WELL WATER / 091 Lp � \ �' ��° TYPICAL DRYWELL CROSS SECTION . \ \ �' MAP OF HARBES MATTRUCK FARM, LLC /10940 a- (CONC. PRECAST COMPONENTS) _ 1 30 w° _ FILED APRIL 29, 2003 26 wo LOT 2 ` 6* SLAB FOR NON-TRAFFIC BEARING 324 i s ,ga+Wt 100 ea Za, 8" SLAB FOR TRAFFIC BEARING HFAW Durr P/O LOT 1 / / 3' ,it APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE 'NO2— 0 DWELLING " `I� MIN. 4" DIA, COVER TO GRADE TO EXPANSION RINGS •.: u S.C.T.M.#I000-112-1-7.4 / , ZONED :`: \ Qa{ 4.3 ACRES // O W/WELL WATER 6�0�\00 PITCHED 1/8%t' PITCHED 1/8/1• R-80 Ac It R a ❑ ❑ ❑ a�spNvqPHE I / j ::• 1 S kO0 Sp �, o / ow 0�►5 / 9e I \ le, N. a LAND N/F OF �'`_1os// // j oPµ �� 6a°p5,56 // 94 STATE OF NEW YORK ( / �� g� VACANT / 90 � PARK AREA 104WEU7A10 ! / 150' 92/ VACANT �I l- �0 3 MIN. 8' 150• ie�` // P/o cot 1 / / / COLLAR // MAP OF HARBES MATTITUCK FARM, LLC / BACK FILL MATERIAL TO BE 100 /10940 90 / / CLEAN SAND AND GRAVEL ".1 FILED APRIL 29, 2003 / va / LAND N/F OF HARBES FAMILY ESTATE LLC gg�/- / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T.M.#1000-112-1-7.5 22.0 ACRES 84. — VACANT - AGRICULTURAL LAND DRAINAGE CALCULATIONS: No STRUCUTRES PROPOSED HOUSE W/COVERED POCHES=4124 SQ.FT. <� 4124 x 0.166=685cf REQUIRED 0 PROPOSED GARAGE=805 SQ.FT. s74°03'30" 805 x 0.166=134cf REQUIRED P TOTAL: 819cf REQUIRED `r6S o?/9 (2) 10'DIA x 6' DEEP DRYWELLS-821cf PROVIDED OS�O"F m PROPOSED 1450 S.F. DRIVEWAY EXTENSION N � s 1450 x 0.166=241cf REQUIRED 0Ss No r (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED E` a o_ rn TYPICAL SILT SCREEN SECTION GEOTEXTILE FABRIC �^� O SUPPORT POSTS WOOD OR METAL FLOW DIRECTION v <O EXCAVATED AND BACKFILLED TRENCH u; EXISTING GROUND II 4. (� 2'MINIMUM N� 0 t Np WELL' CONSTRUCTION DETAIL 1 "=40' #R-20-0779 w � DWELLINGS c, �. 00 W/WELL WATER J�o 96 �` 0 0` ` ,/ SILT FENCE �/ W 'R \ Ql /y c \ I 8.50' 426.85' �bc 1/" // WELL �9 \\ 1 3 N 89 53 0 00 � 11,98 � o \ i _ t!� Go / � -// S,�•1 FENCE ��•� \\ h� �"9� l /r// \ O o ao •; - ��. , ,, � UP ,, , W NN SO UND A VEN UE _ _ � 2 �3 E E FE, 10 �1 OR ON ► 0/ Poor NCB 25.0� ;r 9� \� 6 5 ASpNP 100 o \ J 1 98 -1 or U.P. , P/0 LOT 1 oROP `° N `n0-1 AS o tin G ZONED R-80 N PROPOSED ZONED AC W\RE 7 BEDROOM SYSTEM LP EX °' \ IfP05S/2000 GAL S.T. 10 0x4,EFF.DEPTH .- (2)10'0x8'DEEP L.P. LP - -- °w " 10'mx6DRY g' 8'ox 'DEEP `n Sr � oEo ? .'::'::. • % � 1 MPS: v0 Ov�N , 1�7 - / 8.9.��.'. . ......�...3 . 00 1 / 0• cm SILT FENCE ALONG / e►I �..:...... '�: tia5:. .............�.•.•:•:•:•:•:•:•:•:. � ..A. PROPOSED LIMIT / 44001 ( / �,,. A ?6.. a e......... �...........\ 0• s°..... E"" OF DISTURBANCE / .off \:•:•:•::::.•o o. ?0s:'.'....::1:::.' 1 N.........:.. .... : / I 10 I DRY WELLI It ,,d•'� ! I rn '/ �3a =� ...•. / I lot 0x6'DEE,I / P,RY 0000�/ ELEV. 94.0 v DR BROWNOL SANDY LOAM 9I6 r00 S56—2' � + 0 o N SM LOAMY SAND /��` -106/ o. / / s?� MEND 6$ // 94 — 5' `� �XISTING , jl�u 0 / 98 �, M op Wp(ER"..... WEL // ��,� P/O LOT 1 BROWN '; SP MEDIUM 4 / �� W\FIE FE CE // MAP OF HARBES MATTITUCK FARM, LLC SAND \ / /P051 / #10940 GRAVEL VACANT \ / 102 / FILED APRIL 29, 2003 un 1 a TYPICAL CLEAN OUT 150 \ ��' / �// VACANT LAND N/F OF o SLATE OR--� / 100 150 HARBES FAMILY ESTATE LLC SUITABLE COVER N STOPPER END /OR PLUG REVISED 03-09-22 �TOWN OF SOUTHOLD DEVELOPMENT RIGHTS cn � / ADD PROPOSED POOL 01-31-22 S.C.T.M.#1000- 1 12- 1 -7.5 FOUNDATION LOC. 12-14-21 NO WATER REVISE HOUSE/ADD GARAGE 05-12-21 VACANT - AGRICULTURAL LAND — 17' 30' ELBOW MOVE HOUSE 10' EAST 04-23-21 McDONALD G 2001 NCE so' wYE ADD STORMWATER 04-15-21 NO STRUCUTRES SEPT. 001 AS SHOWN ON FILED MAP REVISED 09-29-20 FLOW-"'- REVISED 07-14-20 5190 N-' o 'O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ao. S Of 3 ado NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE SIRUCTI)RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY£NDENT ON 7HE PREMISES AT THE TIME OF SURVEY r,CPO 0- SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN �p° . �- SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL S 44 op TowN OF: SOUTHOLD KENNET$ M 1POYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, DPYWELLS AND CESSPOOL N LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM 07HERS. �I1 P.O. Box 153 Aquebogue, New York 11931 FILE #220-15 SCALE: 1"=80' DATE:FEB. 15, 2020 r PRONE (631)298-1588 FAX (631) 298-1588 ELEVATION DATUM: NAVD88 MATCH LINE N.Y.S. LISC. NO. 050882 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 S pAN � �— MATCH UNEpN � Ise - L '71.3 .3 �„F N 16 32,r+w LINE TOE OF BLUFF off � Of RE u� �o 10 �Do r O_ rn so 'Z TL r 0 w °o- 0 z 00Alf c •n r D N r PROPOSED 9.6'x15.6' ., \ \ W/ MAP OF HARBES MATTITUCK FARM, LLC U.P. /10940 W 0 0 6'30 �£ r w_ FILED APRIL 29, 2003 ShED LOT 2 9 'aPX1 8' ® P/O Lo I i °QP S.C.43 ACRES 11 1-7.4 S610 ZONED R'-10 ZONED)AC °ice, O �N CL o �` G�W,p� 6 Nam✓ 30. Ip �00i Obi i�6"j sr LAND N/F OF * M� Ri 56 5 N� STATE OF NEW YORK 0 j/ 6 VACANT cp 6 PARK AREA 150' VACANT I �90 'Lb 150' �.01 P/O LOT 1 � MAP OF HARBES MATTITUCK FARM, LLC � 11 #10940 FILED APRIL 29, 2003 LAND N/F OF HARBES FAMILY ESTATE LLC TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T.M.#1000-112-1-7.5 22.0 ACRES VACANT - AGRICULTURAL LAND NO STRUCUTRES �c C'O S74003/30nF `r6S 02 Sg0 o�. . �. ss s • � ° r z GZ o SH pp �o N ✓ d IRRIGATION noN MP 01� g7 <�O n r N �� rr `='i •aQ WELL CONSTRUCTION DETAIL 0 1 "=40' #R-20-0779 w SEPTIC LOCATION OA POINT"A" POINT"B" 0*1\ S.T. 21 32.5' pA L.P.1 48 5 7 W, P 2 $ • PROP S ED p IRRIGATION SILT FENCE 9,6'X1 .6' Q '� PUMP CABANA W/BATH WELL %, RE 01' sc 426.85' FFL(1 1 .5) o Pose" 4'SDR35 PVC PIPE lAjL N 89 53 00 W NCE 1/4'PER FOOT PITCH 11BA AUI 0 CA 97.0 0 9j `9 CLEAN OUT AT 53 L.F. INV.94.2 0' ' GF O SEPTIC TANK INV. 91.0 '� 030 3011 E oN N SOUNDA-VENUE 0 25 3 �'�� \ 2 D F N ONCE �9I- 6' StOCK� Np,1.� ORN�a� pp0\- Nr PS `� �, co• 5 8 Rp REB &�.-.. U.P. v,w �� co GEN. 0 V �, ° ZONED R_8 No .. AC DRY S_C t" VIAT_Il Uta_ ZONED co 0 0x6 E�� t:' ii��r - POOL CE e X • W -� .. � rn STONE � y O - ON URYPACK lP,o L.P. AS , ® DRY WELL Ln N u s o - W,�1+c vo 8 0x•DEEP 01 ' 7 OMR00 DEP�+ O,� a, 2000 GAL S T. 1 p' 4 + o'' `:::.:.....: .. (y)10'$x8'DFFP I-P' O os- rn LOW SON S � co `e, 6 e ...'.':..;.::..'.'.'.'.'.'.':.•.•.•.•.•.•.•.•.c;F.�O'•4:.'. '•:•:. : .:.'. :.:�::�:�:�:�::;,9 DRY WELL rSp• :.:;38 •-: 10'0x6'DEEP m ELEV. 94.0 . Ns DR BROWN v' OL SANDY LOAM —2' ' ''i aD�cp w N BROWN SM LOAMY SAND `� WELL 00\A 00 M PALEBROWN — 5 `�` wLIN,,...•.. R`GNCE SIP SAND & GRAVEL N'z°rcp �w '0q� O �� FE 3 202 ' IRRIGATION NO WATER PUMP McDONALD GEOSCIENCE `.'�"o( '. Sol �a�s SEPT. 2001 IRT PATH AS SHOWN ON FILED MAP UPDATE 01-20-23 5�9 00� �,P_�� UNAUTHORIZED AL7ERA7701V OR ADD17701V TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY t� MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN a ado ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARAN7EES ARE NOT TRANSFERABLE. `o � °36`� THE OFFSE75 OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ' ; S 69 r'yo NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS �t � AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY a -O' CPO SURVEY OF: PLO LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC a^ MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN ��Is s� FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL Tom OF: SOUTHOLD THE WATER SUPPLY, WELLS, DRYWE'LLS AND CESSPOOL c, KENNETH M WOYCHUK LAND SURVEYING, PLLC LOCA7101VS SHOWN ARE FROM RELD OBSERVA77ONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS P.O. Box 153 Aquebogue, New York 11931 FILE 220-15 SCALE: 1'�—$Q' DATE.-FEB. 15, 2020 { � PHONS (831)298-1588 FAX (831) 298-1588 ELEVA77ON DATUM: NAVD88 MATCH LINE N.Y.S. LISC. NO. 050882 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 T TND sp _,_ MArcH LINE ISLAND - LONG. it E N 76004 u"c TOE OF BLUFF g�0ff rr5� Of 1-0o z E80 3a 7 o G00 so Stu w 0 1 a, D \ 00 W/WELL WATER �\ 3, 1091 r &IiN \ .+ MAP OF HARBES MATTITUCK FARM, LLC U. car 02630 �t SHED w FILED APRIL 29, 2003 .,• 3 \ 7o w f r+ 8'RIDGE 0 LOT 2 �' P/O LOT 1 O 3 Zg, j U.. S.C43 ACRE00S-112-1-7.4 DWELUNG w W A TER 704voy ZONED It-So ZONED AC `a!, -`4 foo— Q m 4 ` RNG POINT„A" POINT„B„ o PM50��SOAJiH� �o S.T. 21 �::': :� ��:. �a0 00 s �' .� P 2 ± /.. • BO�Ni/ ,g� IN / o ti LAND N/F OF !� VE@S1 % 0y'S6 STATE OF NEW YORK 0 �%/ 1`�6 VACANT PARK AREA �� ISO A� rp VACANT �/ 00, 150, �♦ P/O LOT 1 /� Iwt MAP OF HARBES MATTITUCK FARM, LLC #10940 FILED APRIL 29, 2003 LAND N/F OF 69 HARBES FAMILY ESTATE LLC TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T.M.#1000-112-1-7.5 22.0 ACRES VACANT - AGRICULTURAL LAND '00 NO STRUCUTRES 'moo S 74 0 03,30"F S6so 2-190 4- 0w 0 ss N ✓ W O_ O �o A' O �s a� <o 0 utc1 2 op N� o w ✓ C 6• �O N� WELL CONSTRUCTION DETAIL 1 "=40' #R-20-0779 t7t w � DWELLINGS W/WELL WATER 8.50, 426.85' 9.6 x 11 6 WELL N 89°53'00" W � caeAN � o \\ to 0 W/BAT U.P. W a✓N SOUND AVENUE 0I 3� fENGE SHED c)r RN PY 6' RIDGE sl PAS o 9.6'x 15.6' .::.. :..� .. \ 8E 0 REB U1 . PR U.P. P/0 LOT 1 DWELLING o S.C.T.M.#1000- 1 12- 1-7.4 W/WELL WATER "0 4.3 ACRES a o ZONED R--80 = pCi r � E ZONED AC ``�' SEPTIC LOCATION p 36 0 �� 1 VJ\RE FENC rn POINT"A" POINT"B" o.s"' © S.T. 21 32.5' -o ° � L.P.1 4 57 ° `~�'`•� �S�iNG pGP�ENV L.P. A� �. "► ... E p,�N L 0 Pv 1N 7 BEDROOM SYSTEM �p0 // v 2000 GAL S.T. 1O'Osx4'EFF.DEPTH ` .................... ............ ,�/ s,� (2)10 O)x8 DEEP L.P. LOW IRON :.:.:.:.:.:.:.:.:.:.:.:... �, +o .......... .... ... 2."s+,. w 0 � ENO/ N ti 13 GN�Si�''1 �,, oo 0 3 R� 5 5 �=N LAND N/F OF /� 6S00 ��°�' oN ( E STATE OF NEW YORK ' O��E/�P ' -4 PARK AREA WELL ,•�' P/O LOT 1 �;RE FENCE MAP DF HARBES MATTITUCK FARM, LLC /,, 9051/ #10940 VACANT �'' VACANT FILED APRIL 29, 2003 a ✓ 150' /��'''' 150' LAND N/F OF a REVISED 02-12-24 HARBES FAMILY ESTATE LLC te ANAL SURVEY 10-01-23 a' REVISED 12-20- TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) REVISED 09-23-22 S.C.T.M.#1000- 1 12- 1 -7.5 POOL HOUSE WATER LINE 09-02-22 REVISED SEPTIC LINE 07-27-22 VACANT — AGRICULTURAL LAND ADD CABANA/SEPTIC 06-06-22 NO STRUCUTRES SEPTIC LOCATION 05-18-22 ADD PROPOSED POOL 01-31-22 9' 0 0 � r�✓ FOUNDATION LOC. 12-74-21 'o a r% 6� UNAUTHORIZED ALTERA710N OR ADD17ION TO THIS SURVEY IS A WOLA710N OF SEC71ON 7209 OF THE NEW PORK STATE EDUCA770N LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V ��0" J, LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU710N, GUARANTEES ARE NOT TRANSFERABLE. j ao' S69o36 r,� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT IRE 71M£ OF SURVEY a o, SURVEY OF: P/0 LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN g 7fl°p2 0, SITUATED AT- MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL ak• Tom oF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS. P.O. Box 153 Aquebogue, New York 11931 FILE N 220-15 SCALE: 1"=80' oATE:FEB. 15, 2020 � t "0 PRONE (631)298-1568 FAX (631) 298-15M ELEVA77ON DATUM: NAVD88 -� -- —MATCH LINE N.Y.S. LISC. NO. 050882 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 'D SO'JND -— MATCH LINE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES pNGAPPROVALISLA,1 ` OF CONSTRUCTED WORKS FOR Lis 33, „ A SINGLE FAMILY RESIDENCE AND 632'w1 A POOL HOUSE TOE OF BLUFF Da#e 1/10/24 H.S. Ref. No. R-20-0779 The sewage disposal and water supply facilities at this location have been Esc s or certified by this Of B��FF to be satisfactory FOR TOTAL MAXIMUM OF Department �r other B found EDROOMS. ° Craig Knepper, P.E., Chief Office of Wastewater Management 60 � s o� COI ors •,fl � a r �o W O a a` DWELLINGS \ 00 W/WELL WATER \ N 9.6'xl5.6' CABANA W TH ✓ MAP OF HARBES MATTITUCK FARM, LLC U.P. o #10940 O \ °26 30j1 SHED w FILED APRIL 29, 2003 �Q 8'RIDGE LOT 2 32 4 9.6 z15.6'P/O LOT g� 31 • IN S.C.T.M#1000-112-1-7.4 ✓ W/W WATER o 1�Q0DWELLING " 4.3 ACRES � `� 20Nf , SZONEDR'� .�� O • ° a C POINT"A" POINT„B., o` \oUNo S.T. 21 32.5 4 ................ / ° .00 LAND N/F OF i °P�j .00 ��STATE OF NEW YORK / O / VACANT o PARK AREA wTu /00 150' VACANT / `!,, 0p 150' '/// P/O LOT 1 00, MAP OF HARBES MATTITUCK FARM, LLC #10940 FILED APRIL 29, 2003 LAND N/F OF �9 HARBES FAMILY ESTATE LLC TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) S.C.T.M.#1000-112-1-7.5 22.0 ACRES VACANT - AGRICULTURAL LAND �-- NO STRUCUTRES y �o S74°0330„E 6Sq os�O''F '' Z 0r- `J �y O_ O_ 0 A' ,y O <o o d N N� o r � O W � a0 WELL CONSTRUCTION DETAIL 1 "=40' 1Z #R-20-0779 tt w � 0�11 DWELLINGS 0 Mix WATER �� M..� � 0 ' ' WELL c'Qy ` 3 y� 8.50, 426.85 CABAN .6 �F `\ N 89053'00"W W BAT \J0 Gg U' WI � �pP• p �9J-- � ,� �NN SOUND AVENUE 26�30 FONCC Y SHED \ 0 OCKpDE ON 8' RIDGE DR c.6'x 15.6' BQR° REB P/C) LOT 1 �� ...�1~ f U.P. S.C.T.M. 1000-1 12- 1-7.4 DWELLING - d;d # W/WELL WATER W r c 4.3 ACRESun o 1 f."i ZONED R-80 ZONED qC ,,e, �, � 0. 1--.o ff, SEPTIC LOCATION � eL 2 0 Rp�N P05\�W\RE POINT"A" POINT"B" 0.0 0 ` 0 ER S.T. 21 2.5' �P o -` � WP�E� boy o� L.�.1 48 57 s �X`S-r;N V0�P��N�E �� ,os .. � :'. M S�vNO cAQv�N cn 7 BEDROOM SYSTEM S 210 a9•:'•°4:b''�:.::..t:.: ;� P� �A� / 2000 GAL S.T. IO'Ox4'EFF.DEPTH �8,.8 '::::: ...........::c .'p5 (2)1 O'Ox8'DEEP L.P. ::z `: ::: : :: :o:; :_;;':..'.':.':. // LOW IRON : :::::: ;pez•:.::::::N�a' /// ,�C� $ N'.....':::::.. 37 �, / .00 / 9� :::: : / 00 .00 o• LAND N F OF O OS,56 Y CID N W`•" W W dN MEN'- 6$ STATE OF NEW YORK / PARK AREA WELL MOP P/O LOT 1 �� E MAP OF HARBES MATTITUCK FARM, LLC OS'C f w`R #10940 VACANT P VACANT FILED APRIL 29, 2003 �n 150' //'' 150' No LAND N/F OF o . HARBES FAMILY ESTATE LLC REVISED SURVEY -23 10-01-23 TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) FINAL SURVEY REVISED 09-23-22 S.C.T.M.#10 00—1 12— 1 —7.5 POOL HOUSE WATER LINE 09-02-22 REVISED SEPTIC LINE 07-27-22 VACANT — AGRICULTURAL LAND ADD CABANA/SEPTIC 06-06-22 NO STRUCUTRES SEPTIC LOCATION 05-18-22 ADD PROPOSED POOL 01-31-22 FOUNDATION LOC. 12-14-21 519 OQ� a o •oa m UNAUTHORIZED AL7ERA770N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY .� MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ad'o ONLY TO 774E PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU7701V, GUARANTEES ARE NOT TRANSFERABLE. �.��"� 69036`� a THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE �= S CPO NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTrZD UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/0 LOT 1 °r "' W HARBES FAMILY ESTATE LLC; a �� y CERTIFIED T0: ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC A``��,�� Nf°�, FRONT SETBACK: 60'MIN FILED: APRIL 29, 2003 No.10940 1� �? ., ! 1.. REAR SETBACK: 75'MIN SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL J o THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL a TOWN OF: SOUTHOLD ''` ;�-_ KENNETH M WOYCHUK LAND SURVEYING, PLLC LOCA770NS SHOWN ARE FROM FIELD OBSERVA77ONS SUFFOLK COUNTY, NEW YORK �s asos82 Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS. a F `� P.O. Boa 153 Aquebogue, New York 11931 FILE 8220-15 SCALE: 1"=80' DATE.-FEB. 15, 2020 PHONE (831)298-1588 FAX (631) 298-1588 ELEVA77ON DATUM: NAVD88 MATCH LINE N.Y.S USC. NO. 050682 4 CGenerated by REScheck-Web Software �(J Compliance Certificate Project Harbes Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: \ Construction Site: Owner/Agent: Designer/Contractor: Hallock Lane Mattituck,NY Compliance: Passes using UA trade-off Compliance: 8.5%Better Than Code Maximum UA: 587 Your UA: 537 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,837 49.0 0.0 0.026 48 Ceiling 2:Cathedral Ceiling 1,368 49.0 0.0 0.022 30 Wall 1:Wood Frame, 16"o.c. 1,089 21.0 0.0 0.057 48 Door 1:Glass 69 0.330 23 SHGC: 0.29 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 172 0.320 55 SHGC:0.34 Wall 2:Wood Frame, 16"o.c. 1,114 21.0 0.0 0.057 48 Door 2:Glass 224 0.330 74 SHGC: 0.29 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 47 0.320 15 SHGC: 0.34 Wall 3:Wood Frame, 16"o.c. 755 21.0 0.0 0.057 39 Door 3:Glass 27 0.330 9 SHGC:0.29 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.320 14 SHGC: 0.34 Wall 4:Wood Frame, 16"o.c. 589 21.0 0.0 0.057 31 Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.320 14 SHGC: 0.34 Floor:All-Wood Joist/Truss 2,687 30.0 0.0 0.033 89 Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 1 of10 + r Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 38.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans,Verified Field 11 Verified # Pre-Inspection/Plan Review Value Value 'Complies?', Comments/Assumptions &Re .ID 103.1, lConstruction drawings and °' ❑Complies ;Requirement will be met. 103.2 ;documentation demonstrate ❑Does Not [PRI]i E energy code compliance for the building envelope.Thermal 1[]Not Observable ; envelope represented on ;❑Not Applicable ; construction documents. 103.1, ;Construction drawings and , ;❑Complies 103.2, 1documentation demonstrate ❑Does Not 403.7 1energy code compliance for _ °.a;r ;,: [PR3]1 I lighting and mechanical systems. ❑Not Observable , ;Systems serving multiple ❑Not Applicable Idwelling units must demonstrate Icompliance with the IECC ;Commercial Provisions. ; 302.1,. !Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7. sized per ACCA Manual S based Btu/hr Btulhr T]Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable , pj Manual) other methods I Btu/hr_ Btu/hr ;❑Not Applicable approvedproved b by the code official. ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 1-3.1 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 3 of10 .'Section # Foundation Inspection `Complies?" Comments/Assumptions' . &Re 'I D 303.2.1 A protective covering is installed to ;❑Complies ;Requirement will be met. [F011]2 protect exposed exterior insulation :❑Does Not v and extends a minimum of 6 in.below 1 grade. I❑Not Observable I ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ; IF01212 . installed. ;❑Does Not J ![_-]Not Observable ❑Not Applicable Additional Comments/Assumptions- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 4 of10 Section Plans Verified -Field Verified it ;, Framing-/Rough-ln,lnspection Complies? Comments/Assumptions- & Re' .ID Value Value 402.1.1, !!Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, iaverage). ❑Does Not ;table for values. 402.3.3, III I , 402.5 1❑Not Observable [FR2]1 E 1❑Not Applicable 1 303.1.3 !U-f actors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance , " ,`',;::`r ❑Does Not ! v ,with the NFRC test procedure or Etaken from the default table. ;, ❑Not Observable ❑Not Applicable 402.4.1.1 lAir barrier and thermal barrier ❑Complies ;,Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not V Einstructions. []Not Observable 1 []Not Applicable 402.4.3 ;Fenestration that is not site built Y" ❑Complies ;Requirement will be met. [FR20]1 his listed and labeled as meeting Not .AAMA/WDMA/CSA 101/I.S.2/A440 lgJ ;or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code - pp ❑NotA licable limits. a 1 , 402.4.5' IC-rated recessed lighting fixtures ❑Complies 1 Requirement will be met. [FR16]zsealed at housing/interior finish ❑Does Not 1 land labeled to indicate s2.0 cfm 1 "leakage at 75 Pa. ❑Not Observable ; X❑Not Applicable 403.3.1 (Supply and return ducts in attics "; ❑Complies ; R•5 [FR12]1 I insulated>= R-8 where duct is = Ntr. ❑Does Not I>= 3 inches in diameter and>_ []Not Observable I R-6 where< 3 inches.Supply and ;return ducts in other portions of ❑Not Applicable !the building insulated>= R-6 for 1 `diameter>=3 inches arid R-4.2 ifor< 3 inches in diameter. 1 403.3.2 1Ducts,air handlers and filter ❑Complies 1 [FR13]1 boxes are sealed with l ❑Does Not U iloints/seams compliant with ;International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable I !applicable. 1 403.15�, Building cavities are not used as ; ❑Complies ; [FR15]3. ducts or plenums. ❑Does Not p . . ❑Not Observable I `l❑Not Applicable 403.4 HVAC piping conveying fluids I R-_ 1 R- 1❑Complies [FR17]2 above 105°F or chilled fluids ! l ! below 55°F are insulated to aR- ! Does Not "I 9_0 I3 ;❑Not Observable ❑Not Applicable 403.4.1 1 Protection of insulation on HVAC [:]Complies [FR24]1 (piping. ❑Does Not ! 1 '; ❑Not Observable ❑Not Applicable I 403.5.3 Hot water pipes are insulated to R 1 R- 1❑Complies 1 [FR18]2 R-3. 1 ;❑Does Not 3 I 1❑Not Observable 1 ❑Not Applicable 4036 iAutomatic or gravity dampers are °`' :10Complies ;Requirement will be met. [FR19]z installed on all outdoor air , ❑Does Not intakes and exhausts. ❑Not Observable 1 ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 6 of10 Section Plans.Verified „ FieldiVerified #° Insulation Inspection' ` - . Complies?; Comments/Assumptions &Re .ID, Value Value' ' 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN1: or the installed R-values : ❑Does Not 1 ® provided. ' J ,- ❑Not Observable ; ,. ❑Not Applicable 402.1.1, I Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402,2.E ;❑ Wood ;❑ Wood ;❑Does Not I table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable j ;❑Not Applicable 303.2, jFloor insulation installed per ❑Complies ;Requirement will be met. 402.2.8manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the 1 []Not Observable ; ;underside of the subfloor,or floor . framing cavity insulation is in ";., ❑Not Applicable contact with the top side of sheathing,or continuous 2: linsulation is installed on the underside of floor framing and 1 Iextends from the bottom to the ttt !top of all perimeter floor framing +- ! members. �• 402.1.1. ,Wall insulation R-value.If this is a 1 R- i R- 1❑Complies 1See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E Iwall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass 11❑Not Observable 1 COO :requirement applies(FR10). 1❑ Steel 1❑ Steel 1❑Not Applicable 1 ! 303.2 lWall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not 1 f ❑Not Observable 1 '• []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 7 of10 1 Section. 'PlansVerifi®d,s:",`Fiel,d`Ver•'ified . Final Inspection Provisions .Compl,ies? Comments/Assume# tions{ &rRe .ID• Value.' ;, Value .,, 402.1.1, iCeiling Insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, { ❑ Wood ❑ Wood 1❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel '❑Not Observable 402.2.6 [Fl1]1 I - ; ;❑Not Applicable 303.1.1.1,jCeiling insulation installed per ❑Complies I Requirement will be met. 303.2 !manufacturer's instructions. c `- :❑ 1 [F12]1 jBlown insulation marked every _ Does Not r:.: 300 ft2. []Not Observable ; ❑Not Applicable 4022.3; - Vented attics with air permeable •ti ❑Complies ;Requirement will be met. [F[22]2 ` ` insulation include baffle adjacent r ❑Does Not jcto soffit and eave vents that ❑Not Observable extends over insulation. ".• , ❑Not Applicable 402.2.4 ;Attic access hatch and door R-_ ; R- ;❑Complies ;Requirement will be met. [F13]1 !insulation zR-value of the i ;❑Does Not adjacent assembly. i ;❑Not Observable ; ❑Not Applicable 402.4.1.2 {Blower door test @ 50 Pa.<=5 ACH 50=_ ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 each in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; 1 ; ;❑Not Observable , ❑Not Applicable 403.3.3 !Ducts are pressure tested to ; cfm/100 ; _cfm/100 []Complies ; [F12', !determine air leakage with ftz ft2 ;❑Does Not ;either:Rough-in test:Total ;leakage measured with a :❑Not Observable !pressure differential of 0.1 inch ; ;❑Not Applicable ; 'w.g,across the system including Ithe manufacturer's air handler ,enclosure if installed at time of itest. Postconstruction test:Total {leakage measured with a !pressure differential of 0.1 inch :w.g.across the entire system { (including the manufacturer's air 1 handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 bComplies [1714]1 cfm/100 ft2 across the system or 1 ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air 1 i handler @ 25 Pa. For rough-in i .❑Not Observable !tests,verification may need to i !❑Not Applicable occur during Framing Inspection. ; 403.3.2.1 {Air handler leakage designated 'r -': ' '"',❑Complies [FI24]1 by manufacturer at<=2%of PDoes cdesign airflow. I i ,, Not Observable ; ❑Not Applicable 403.1:1. #Programmablethermostats ❑Complies 1 FI9 z installed for control ofprimary [ l r. ❑Does Not cheating and cooling systems and initially set by manufacturer to ❑Not Observable cf" 'f;rl code specifications. ❑Not Applicable}� 1 403.1:2 "Heat pump thermostat installed ❑Complies ; [FI10]z' on heat pumps. ❑Does Not ' !❑Not Observable 1 ! ., s' ❑Not Applicable 403.5.1 ;Circulating service hot water ` �❑Complies ; [FI11]2 {systems have automatic or i'.. f]_ ; ❑Does Not 1 !accessible manual controls. { ; �• , r ❑Not Observable I ❑Not Applicable 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3;;Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 8 of10 I Section: Plans Verified:,';'°'F,ield';Ve�ifi•etl" °?`.'' Final ln`s'pection'Provisions . . Complies? ;;', ',Comments)Assurriptions 6i Re :ID' � Value Value. 403.6.1 All mechanical ventilation system , ❑Complies tF125]2 fans not part of tested and listed ' ❑4 Does Not HVAC equipment meet efficacy ' ;and airflow limits per Table ❑Not Observable #R403.6.1. 3' Y:' El Applicable 403.2 'Hot water boilers supplying heat ❑Complies EF126]2., ']through one-or two-pipe heating []Does Not !systems have outdoor setback j control to lower boiler water ❑Not Observable , t ❑Not Applicable ; temperature based on outdoor temperature. : 403.5.1.1 Heated water circulation systems 'r`,, ❑Complies [F128]2' have a circulation pump.The ;;';.'' . ' • ° ❑Does Not system return pipe is a dedicated ; return pipe or a cold water supply ' ,.:` ! ;`itp° ;' ❑Not Observable ; i pipe.Gravity and thermos- ❑Not Applicable ; isyphon circulation systems are not present.Controls for circulating hot water system !pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump ;when water is in circulation loop J is at set-point temperature andu;' �no demand for hot water exists. 403.5.1.2 Electric heat trace systems -!:'. ❑Complies ; [FI29]z 'comply with IEEE 515.1 or UL ? ❑Does Not 1515.controls automatically f a sty x" adjust the energy input to the []Not Observable {heat tracing to maintain the ❑Not Applicable 'desired water temperature in the r; 'piping. 403.5:2, !Demand recirculation water ❑Complies [F130]z {systems have controls that :1 Does Not (manage operation of the pump f i Not Observable 1 and limit the temperature of the %. _, u - ❑ " {water entering the cold water ' []Not Applicable ipiping to<= 1049F. ' 1 403.5.4 I Drain water heat recovery units fi. `: ❑Complies ; [FI31]2 tested in accordance with CSA .:'„'l >,'. _ ❑Does Not B55.1.Potable water-side n: ' ❑Not Observable i pressure loss of drain water heat i ❑Not Applicable • recovery units<3 psi for '. ," ��; -�;;,, . ` �, individual units connected to one or two showers. Potable water- n,:{;:. y•. Iside pressure loss of drain water +heat recovery units< 2 psi for f individual units connected to ithree or more showers. l l 404.1 190%or more of permanent ❑Complies , [FI6]1 fixtures have high efficacy lamps. ❑Does Not -]Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [1`I23']3' no continuous pilot light. ❑Does Not ! ❑Not Observable ! ; `�❑Not Applicable 401.3 Compliance certificate posted. °' ❑Complies ;Requirement will be met. [FI7]z 5 ❑Does Not ❑Not Observable 11 ',c, +` ".,, - '"4` ❑Not Applicable 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final.lnspection Provisions Complies?, Comments/Assumptions ,Reg'., Value• Value`. . -303.3. " Manufacturer manuals for ❑Complies {FIi8]3. mechanical and water heating i`e ,.• ❑Does Not systems have been provided. []Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 04/20/21 Data filename: Page 10 of10 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 0.34 Door 0.33 0.29 Cooling Heating System: Cooling System: Water Heater,• Name: Date: Comments S Generated by REScheck-Web Software C�J( Compliance Certificate Project Harbes Residence Energy Code: 2018 IECC Location: Mat'tituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5331 HOD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Hallock Lane Mattituck, NY Compliance: Passes using UA trade-off Compliance: 8.0%Better Than Code Maximum UA: 635 Your UA: 584 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 281 49.0 0.0 0.026 0.026 7 7 Ceiling 1: Flat Ceiling or Scissor Truss 1,837 49.0 0.0 0.026 0.026 48 48 Ceiling 2:Cathedral Ceiling 1,368 49.0 0.0 0.022 0.026 30 36 Wall 1:Wood Frame, 16"o.c. 1,089 21.0 0.0 0.057 0.060 48 51 Door 1: Glass 69 0.330 0.320 23 22 SHGC: 0.29 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 172 0.320 0.320 55 55 SHGC: 0.34 Wall 2:Wood Frame, 16"o.c. 1,114 21.0 0.0 0.057 0.060 48 51 Door 2: Glass 224 0.330 0.320 74 72 SHGC: 0.29 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 47 0.320 0.320 15 15 SHGC: 0.34 Wall 3:Wood Frame, 16"o.c. 755 21.0 0.0 6.057 0.060 39 41 Door 3: Glass 27 0.330 0.320 9 9 SHGC: 0.29 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.320 0.320 14 14 SHGC: 0.34 Wall 4:Wood Frame, 16"o.c. 589 21.0 0.0 0.057 0.060 31 33 Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 1 of10 Prop.Gross Area Assembly or Cavity Cont. Perimeter Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.320 0.320 14 14 SHGC: 0.34 Wa115: Wood Frame, 16"o.c. 319 21.0 0.0 0.057 0.060 13 14 Door: Glass Door(over 50%glazing) 12 0.330 0.320 4 4 SHGC: 0.29 Window:Vinyl Frame 72 0.320 0.320 23 23 SHGC: 0.34 Floor:All-Wood joist/Truss 2,687 30.0 0.0 0.033 0.047 89 126 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 38.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 (documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the Ica) :building envelope.Thermal ❑Not Observable ; envelope represented on ;❑Not Applicable construction documents. } ; 103.1, :Construction drawings and j ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; 0 :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate 4 ;compliance with the IECC :Commercial Provisions. 302.1, 1i1 Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 E sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ;❑Not Observable ; I approved by the code official. :❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID - 303.2.1 ;A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below �i ;❑Not Observable; grade. 3 ;❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies ; [FO12]2 ;installed. ;❑Does Not QI ;❑Not Observable } ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 4 of10 Section Plans Verified Field-Verified ' # Framing/Rough-in Inspection Value " Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). []Does Not table for values. 402.3.3, ;❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not V :with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ! 10Complies :Requirement will be met. [FR23]1 ;installed per manufacturer's ❑Does Not AJ ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built IE]Complies !Requirement will be met. [FR20]1 ;is listed and labeled as meeting # ❑Does Not ;AAMA/WDMA/CSA 101/1.5.2/A44000 - or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 'IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR1612 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ;❑Not Observable ; }❑Not Applicable 403.3.1 ;Supply and return ducts in attics ! ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not v ;>=3 inches in diameter and >_ 1 R-6 where<3 inches.Supply and iE]Not Observable return ducts in other portions of J❑Not Applicable ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 :for< 3 inches in diameter. ; 403.3.2 ;Ducts,air handlers and filter { ❑Complies [FR13]1 1 boxes are sealed with (� I❑Does Not joints/seams compliant with { International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable ; applicable. 403.3.5 Building cavities are not used as ❑Complies ; .[FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 f above 105°F or chilled fluids ;❑Does Not J below 55 9F are insulated to zR- ; 3 ; UNot Observable ; ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies [FR24]1 I piping. ❑Does Not U ; ❑Not Observable i[]Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]z, `zR-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403.6 1Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 6 of10 Section Plans Verified' Field Verified # Insulation Inspection Value. Value .Complies? Comments/Assumptions & Req:ID 303.1 All installed insulation is labeled I❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not v provided. J❑Not Observable j❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies Does Not 402.2.E d I❑ ;table for values. ;❑ Wood ;❑ Woo [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable 4 ;❑Not Applicable I 1 t 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable underside of the subfloor,or floor framing cavity insulation is in []Not Applicable ; contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing , members. 402.1.1, ;Wall insulation R-value. If this is a i R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ; Not Observable [IN3]1 ;exterior,the exterior insulation ;❑ J !requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; I I I , I 1 , I 1 , 1 I 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not 1 ❑Not Observable ; i ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 7 of10 Section Plans Verified_ Field Verified # Final Inspection Provisions Value Value Complies?• Comments/Assumptions a & Re .ID 402.1.1, :Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel UNot Observable 402.2.6 [FI1]1 ;❑Not Applicable 303'1.1.1,;Ceiling insulation installed per }❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 IBlown insulation marked every ❑Not Observable 300 ft2. 111Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22] .i insulation include baffle adjacent t❑Does Not Ito soffit and eave vents that ❑Not Observable extends over insulation. J❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [17I3]1 :insulation all-value of the ;❑Does Not adjacent assembly.' ; ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= 1 ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [FI27]1 (determine air leakage with ftz ft2 :❑Does Not ;either: Rough-in test:Total ' leakage measured with a l❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ; ;the manufacturer's air handler i enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch w.g.across the entire system ; ,including the manufacturer's air handler enclosure. i 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [F14]1 {cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in -]Not Observable ,tests,verification may need to i ;❑Not Applicable occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies ; [F124]1 :by manufacturer at<=2%of i❑Does Not design air flow. ❑Not Observable l IONot Applicable 403.1.1 I Programmable thermostats ❑Complies [Flg]z installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to bNot Observable code specifications. �❑Not Applicable ; 403.1.2 Heat pump thermostat installed J❑Complies [FI10]2 ion heat pumps. ❑Does Not ❑Not Observable $ ❑Not Applicable 403.5.1 'Circulating service hot water ❑Complies [FI11]Z systems have automatic or ❑Does Not accessible manual controls. !❑Not Observable l❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3,1 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6:1 IAII mechanical ventilation system ❑Complies ; [FI25]2 Ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy } and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable ; 403.2 ;Hot water boilers supplying heat ❑Complies ; [FI26]2 (through one-or two-pipe heating ❑Does Not systems have outdoor setback {control to lower boiler water ❑Not Observable Itemperature based on outdoor ❑Not Applicable �temperature. 403.5.1.1 {Heated water circulation systems ❑Complies [FI28]2 1 have a circulation pump.The ❑Does Not )system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- I ti❑Not Applicable I ,syphon circulation systems are ; not present.Controls for circulating hot water system pumps start the pump with signal ' ,for hot water demand within the # ; I occupancy.Controls )I I automatically turn off the pump ' ;when water is in circulation loop l is at set-point temperature and I no demand for hot water exists. ; 403.5.1.2 i Electric heat trace systems ❑Complies [FI29]2 I comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically !!adjust the energy input to the ❑Not Observable f heat tracing to maintain the ❑Not Applicable desired water temperature in the , piping. ; 403.5.2 I Demand recirculation water ❑Complies ; [F130]2 ;systems have controls that ❑Does Not 1 manage operation of the pump ' j and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable I piping to <= 104°F. I ; 403.5.4 +Drain water heat recovery units I ❑Complies ; [FI31]2 Itested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable I pressure loss of drain water heat ; recovery units <3 psi for ❑Not Applicable Iindividual units connected to one I or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to ; ;three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI6]1 ;fixtures have high efficacy lamps. []Does Not ❑Not Observable i ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3. = no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 !compliance certificate posted. t❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ( 1❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 9'of10 Section Plans Verified" Field:Verified '# Final Inspection Provisions' Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. i❑Not Observable , E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbes Residence Report date: 07/16/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.32 0.34 Door 0.33 0.29 Cooling;Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments 1 i FIROF10S D ING I . a� DW ING � - : -I "wow 11--l-," ",,,"', I � ",,,""I'll 1111. 1-11-1.11.111911, I I I 11 ,. -----�------- �, �I I 1&V0""WA%%- ==IAPP 1OVED AS IN TED � . , LD i :, 11 ll 3 B.P.# ' (F7F-�--).), H� A, COMPLY WITH ALL CODES OF c_ I I& I . Ic - .� `✓g'� BY: NEW YORK STATE & TOWN CODE � ,, . C::)� -N , :1 -I I, §�,�., it-.. '�� FC;;�) f E �� BUILDING DEPART AT AS REQUIRED AND CONDITIONS . 4 PM FOR THE SCUTHOLD?OWN Z3A '. �;? 8AM TO , . RATION - TWO REQUIRED I n� u I � ,,, OA 1 POURED CONCRETE HA OCK ,/E kw N Mm I b E f H, I . .M� 2• �(7'�GH - FRAMING & PLUMBING OUTN I Ltd U,STEES ~ ETUCK9 N W 3. INSULATION , , 4. FIN-AL - CONSTRUCTION MUST BE COMPLETE FOR C.O. �,. -t_•�i _>. ALL CONSTRUCTION SHALL MEET THE -" �-r' . -ii ��j,.,�J . • REQUIREMENTS OF THE CODES OF NEW OCCUPANCY OR . I 1I, r' r{ r;I'I# .'' o Q ° O ° YORK STATE. NOT RESPONSIBLE FOR + I ' -:,I,'._�,,' 1, ° ° ° o 4° �° DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL I I 0° 0 °o , . ,I /i # •# . ' --'� �1 " II'-I 'I- # °Q °000 po 0 o p ° 00 O a ° +.I; -4- a 1?: I #''. I:I, "; = a ° WITHOUT CERTIFICATE ° -. i - ca o°° o ° p o ! �, I I .. act p �^ P.,, . ° o ' 4, 'I #_,- i- �"/ i C� ° ° Q a fl�ih;! r� 236 OF OCCUPANCY o p ° o , �.'{ , I h-,,/ �11'' I , Ir '•I 'i I i� I � iirlr{ '' ; = I I - o O � o `� o o °ID ° ' r 11 �.� I , r ,' ° a a ° PUR .. 0 0 o QQ ° o # ,k a I} �.1 ` !I y# 11r,1 f �'C { I_, ` ',I '{r'!, ° O O o ° °O° 4 °o ° CC 7(�[ r� V U�. 0 4° o Q ° ° p o #`'i ?1 , � !,, 1 Il, Y I r! o 0 0 0 4 o 0 0 0 0 o OC I I IL o O o o 'r.- i t x - o Q o 0 1 l� 1 v ,h TRUSS PLACARD' e 0 0 00 °Q ° ° o°oo �'.} i ' 11,1 - �\ + 1I{µ'I I I' oQ °000 po 0 o p ° oo �� ° 4l Q ° p G� ,�� °00 0", O O .l , �iF.-__ \ Ii .,' _! -- , i -- \Ilrl N,- ,'i O O a O c o }, ' ,< 4-� I-t }j" I. ��lll�i1 . l! 9I i a- Q ° o Q o 0 0 IR ` eE� n6© 0 0 oQo �o ° ,- �/fir.' ,. " 'II1111- -`, 'l t f I' �I. 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ABOVE SUB-FLOOR INDICATES DOOR ff J r- ,�,-J �\ \'J f,I. \,/„�if •w -- 'L_=: - i 1 - _.�I'-' :, -t,,-,I +�'� i -{' r , i ` . . " {, ,_.. ,I -l- � 1 -_- 1lr 1 = Th ��1 i%', l' �_- \i,;l, ' 4,f,I1' 1„ B.P. BEAM POCKET SWING SIZE GAL DIRECTION W/ V_ w 0 .1, I.7I ,i w \I II, < ��PJ LOUT �y �-� r� "` r :a I ' ,,1 J L I- � 1 f7� __ i ' J I i L' E.:"2668"INDICATES Ft 0. V ., q ,._ `,\ 1 p' +11 II IT \�1 Tr T -i J [ ' _}I =i 1 1 = I L I 1�. i '`} �v ` I CENTERLINE 2'-G"x 6'-8°SIZE ,. il,*I. `4 X 4• IN L P� T - I 'ri 1. = 1 1 _�._r - 1 I1 - - ,I;I - t f , a r � ,. _ ,.' I 1 1_ L � , i-: _ T-1-1 1 yL f r.[_I i > '",;., '4' "I DOOR l,J I } CLG. CEILING �] - - �, [ L= �I 1 ] - rl L L _L 1 I� ,II I � 'r# ,... I L III ',' _ T T - i 1 1 1 1 [ �,1� -,1 1 r tl I�. t , } I 1 I� 1 J - r - T , I r 1 �•` I 1,,,il 1 r , DETAIL NUMBER J � 0 r' I _� I I __ �I L 1]1 Lr I J 1 i ,.i i - � 1' { y-: -� 4 " EXIST. L1 �I II -- I�l 1I r= r =_r } .r w'Jt EX,STING • DRAWING SHEET- I=_ 1_, 1 L t 2 w Ld 1..O a I Ire- r I_I -= T' T r i LT 1 1 T`. 1 r r FL. 5 T ,� Lr ,�LTT-, I�_N: FLUSH 1 . LJUJ DETAIL APPEARS- T EARS i - � ,1- I- '-TIT � _ 1�L, �- I � �- 5 r-� I=i 1 -i T - - - � -- 1� 1 L. 1 i =I-I TI 1 -- _ _ _ FLR. m 'J 1 [EL-al - ,--__ - FLOOR (� j . H1 - -- - - I- , 1= i r.I I r., :fl I N W #_ r L.. l.f-1,I-�, iA = �0 - --= F = °b, I-]� 1TI;i T; ;i 1 1.1 I` ,i ;1 L 3- illill = T11_ Ii"1 rY� tI r� 3 - - - r' 11 1 - ;_ 1' I GALV. GALVAN'ZED N W 3- .� r LTlrl 1_jl_ __l__i J-r� - - -- --- -- - _�_ -- T= I--� _ 't 1-1- - -r`T-' - I - ,�I` `-•.'� 'J "i7 T``r lu - _- - --i i_� ' I 7 I :tfL r _ �i- �T'-r1 -=_.i ��- -� - -I�-# I.l - _I l T',1- ,-` _ - _ _ -t _ - �._- �7 T'l- r-I-r-..y �_ -I-�i -r ---- , _ - - _ -- -- 1�] -,-!I 2 x&ACQ DJ®16' c. _ _ �' _ -=-S' -,-- _ _ - _ _ 1`��I , 1 1 -- - -------, L, o. - - - - - r - -- rl.T 1` - 1# HDR HEADER - - - - DER - - - - - - , - :_ L - -I - - z -- = r-- - - -- - -- - - - - T=- - SECTION DESIGNATION Tr -- F - - �t N A • I I I I I I I I I ( I I I I i f='_ ;- -- '- : j 1' HT. HEIGHT 6 • DRAWING SHEET 2 X 8 ACQ LEDGER STRUCTURAL SECTION APPEARS I F3nLTEl'D Tn HnU�E I I I I I I I I I I I I I L.S.L. LAMINATED LUMBER CODE ANALYSIS ENERGY NOTES NOTE: L.V.L. LAMINATED VENEER OCCUPANCY: Residential Single Family Detached LUMBER 1. Calculations are valid up to 5999 degree days. This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: REFERENCE STANDARDS: 2020 NY5 Energy Conservation Code, NFPA standard 70, "The National Electric Code", and the Zoning Code of the town of Southold 1. All work shall conform to the requirements of the New York State Residential 2020 Residential Code of NYS 2. Certified conformance for Zone 11B. g Code; all work shall also conform to the requirements of any other Codes and FOUNDATION SYSTEMS: Shall conform with Code sections and Tables BUILDING PLAN REVIEW NOTE: LIST OF DRAWINGS As minimum design loads for buildings and R404.1.1(1), R404.1.1 2 , R404.1.2 1 Thru R404.1.2 9 Town of Southold Plans Examiner shall review the enclosed document for minimum 1 GENERAL NOT�5, ,CODE REFERENCES g g authorities having jurisdiction. The Contractor shall obtain and arrange for all ( ) � �) ( ) other structure ASGE7-16 3.Wood framed floors, walls and ceilings shall have an approved required permits, inspection, certificates and tests. ANCHOR BOLT SIZE AND SPACING: %"0 @ 36" O.G. acceptable plan submittal requirements ofthe Town of Southold as specified in the 2 PROPOSED FOUNDATION PLAN -4 Climate Zone:11B vapor barrier(permeance rating of 1.0 perm) installed on the ASPHALT ROOF SHINGLE NOTES Building and/or Residential Code of the S'ate of New York. This review does not 3 PROPOSED FINISHED BASEMENT PLAN 0 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 guarantee compliance with that code. Thet responsibility is guaranteed under the seal 4 PROPOSED 1st FLOOR PLAN 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST TERMITES: Refer to Section R331 and signature of the State of New York icensed design professional of record. That 5 PROPOSED 1st FLOOR FRAMING PLAN h DE51ON LOADS: 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-225 seal and signature has been interpreted G an attestation that to the best of the 6 PROPOSED 2nd FLOOR PLAN Roof: 20 psf ground snow load rating of 0.3 GFM 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 licensee's belief and information, the workln the document is: 7 PROPOSED 2nd FLOOR FRAMING PLAN ~ Basic Wind Speed: 130 mph doors shall have a max, air infiltration rate of 0.5 GFM per Requirements for Structural Concrete".All concrete work shall conform to 'Accurate 8 PROPOSED ROOF IPLAN � 0 Uplift:31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of AGI-301-16"Specifications for Structural WALL BRACING SYSTEM: Shall comply with Sections R602.10, 9 PROPOSED ROOF DECK PLAN Z _ "Conforms with governing codes oplicable at the time of submission � � O 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, R602.11 � R602.12 10 PROPOSED SIDE DECK 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-815 Grade WINDOW ANCHORAGE: Shall comply with Section R609.7 °Conforms with reasonable standrds of practice and with the view to the 11 PROPOSED PATIO 'PLAN -A v Table R301.4 length to penetrate through the roofing materials and the sheathing. 60 12 PROPOSED ELEVATIONS -1 111 safeguard of life, health, propery, and public welfare is the responsibility J Minimum Uniformly Distributed Live Loads 6. Garages-front, sides, doors, interior shall have max. U-.40 WINDOW MULLIONS: Shall comply with Section R609.8 13 PROPOSED ELEVATIONS - 2 (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 header of the licensee. 14 SECTIONS 0 W Z m 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. over all wall openings, unless otherwise noted. EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, 15 DETAILS N 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 Siding Attachment 16 NAILING SCHEDULE $ CONNECTOR DETAILS v- Exterior Balconies 60 damper with a max. air leakage of 20 GFM. 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 PSI. and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or 17 AIR SEALING NOTES� DETAILS --� 0 U ° Decks 60 shall have tight-fitting non-combustible doors. roof with no less than four(4) fasteners per strip shingle or two (2) Flo-2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. Shingles. y � v fasteners per individual shingle. < (n -Passenger Vehicle Garages 50 8. The Contractor shall submit the design, size and type of 6. Double frame around all openings, under poralel walls and under bathtubs. Provide FOAM SIDING BACKER BOARD: Shall comply with R316 11L r W mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six (0)fasteners per 6° DIAMETER () Attic without storage 10 Simpson hanger connections at all flush structural load bearing conditions. �'�u$�Provide Manuals W required by the Building Department. shingle where the cave is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION: Shall comply with R802.1 Refer to Attic with Storage 20 n - O base wind speed is 120 mph or greater. 7. All concrete block shall conform to ASTM G30; Mortar shall be type "M" Rafter Span Tables R802.4.1(1)and (2). THE CONSTRUCTION TYPE Dr J and S RS per lJ Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to DESIGNATION SHALL BE "I", "II", NYS Energy Code Z W Q Sleeping Rooms 30 85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the AISC "Specifications for ROOF ASSEMBLIES: Shall comply with Section R902, R903, R-904 "III", "IV', 'V'TO INDICATE THE � 6) Z `- Stairs 40 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structura Steel for Buildings". Steel shall R9045. CONSTRUCTION 10.All ducts and pipes shall be insulated as required by code. conform to ASTM a-572 (GRADE 50)andA-501. CLASSIFICATION OF THE 0 W Guards and handrails 200 1. Any glazing in any door type. ROOF SLOPE: Shall comply with Section R905.2.2 STRUCTURE UNDER SECTION W ca � - 11. HVAC Contractor shall verify heat loss calculations. 9. All electrical work shall conform to local NEC and Underwriters Laboratory 602 OF THE BGNYS � U DEFLECTION LIMITS: ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) Biower door O Rafters with no finished ceiling attached: L/180 2. Glazing in any walls enclosing a shower, tub, a sauna or steam room ". requirements. 0 u Floors: L./360 12.All cellar and/or basement doors shall be insulated. fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) and ductwork LL J F REFLECTIVE WHITE 3. Any windows within 24" of a door'". 10. Pre-fabricated fireplaces and flues shall be UL approved. 0 -1 Il 13.The Engineer certifies that to the best of his knowledge, INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread testing required. CL � U Belief, and professional judgement that the plans are in 11. Install smoke detectors and carbon monoxide detectors in accordance with all state and smoke-density requirements of Section R702. B- _ M 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. ft.where the bottom is less than 18"above the adjacent finish floor within 36" of the window. and local code requirements. REFLECTIVE RED ONE MILE OF SHORELINE Code of New York State. (November, 2010) INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section PANTONE #187 F �12. The Contractor shall verify all existing conditions before starting construction and R302.10. " O f All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-O" of the water-. �C. -{-_ shall notify the engineer of any ambiguities or discrepancies before proceeding with Q p - the large missile test of ASTM 1900 and or ASTM E 1986 GYPSUM BOARD: Shall conform to Section R702.3. '` �� the work. If any questions arise before or during construction as to the intent or CO ^ ; OR S. Glazing in stairways and landings within 3'-O" horizontally of a walking surface". ,. The contractor shall provide pre-cut Y2' plywood panels to cover details of the drawings, the contractor shall call the Engineer, James Debis, at Y2" '\ All exterior fightin � � _ r the glazed openings shall pre-drill edges at'12" o.c. to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE for clarification and/or instructions. If the contractor fails to follow the above MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: p ' '� 1'•,`,(. ;t Refer to Section R307.1 installed, replaced or ',�^..:••,: 2-1/2" #8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. procedure, he shall assume all responsibility for the consequences of his actions DESIGNATION FOR STRUCTURAL � _I l P q and/or decisions. COMPONENTS THAT ARE OF repaired shall conform ' �2 ""�. for fastening. STAIR LANDING: Shall comply with section R311.8.2 TRUSS TYPE CONSTRUCTION to Chapter 172 0�04121 `U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 13.The owner shall arrange for supervision of the construction work to ensure of the 'own Code PROFESSIUNA�'� compliance with the contract documents. STAIRWAY: Shall comply with Section R311.7 „F„ FLOOR FRAMING, INCLUDING �, _ �. HANDRAILS: Shall comply with Section R311.7.8 GIRDERS AND BEAMS DEG,2020 WIND DESIGN SUBJECT TO DAMAGE FROM 14. When using ACQ pressure treated lumber all nails, screws, sill later and wind ..R1. ROOF FRAMING "n - GROUND SEISMIC WINTER ICE BARRIER MEAN SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING 9 P p r�aor®ern eicu� DESIGN DESIGN UNDERLAYMENT HAZARDS INDEX ANNUAL straps must be hot dipped galvanized or stainless steel fasteners. S.A. AS NOTED SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP "FR" FLOOR AND ROOF FRAMING TRUSS SIGN NOTE: �M� CHECIM� Ibs/ft2 MPH °F °F 15.Per r302.13 code, new floor joists at basements only(not crawl spaces): unless PROVIDE TRUSS SIGN IN ACCORDANCE WITH J.L.M. J.B. INSTALL TRUSS 510-N AT LOCATION OF INCOMING ELECTRIC using 2x dimensional lumber or microlam joist=_, 1/2"sheetrock must be installed on ow►wrara, MODERATE TO underside of joists (wood-i joists or steel joists). TJI flak jacket to be used in place PART 1265 OF NYS CODE SERVICE. CONTRACTOR TO FURNISH AND INSTALL 20 130 YES NO NO B SEVERE 3-10" MODERATE 11 YES NO 452 52.70 of standard TJI wood-is for exception to code requirement(no sheetrock).. PROFESSIONALLY FABRICATED 51ON AS DETAILED ABOVE. OF TRUSS SIGN 1 17 NOTE: PIER FOOTING LEGEND 1. AT ALL FLOOR JOIST OR FLUSH BEAM TO 72-ro" FLUSH BEAM CONNECTIONS, U.5.P. (OR INDICATES 31/2" STEEL EQUAL) CONNECTORS SHALL BE PROVIDED COLUMN ON TOP OF REFER TO DETAIL 1,THIS SHEET 24"x24"x12" POURED CONCRETE PIER FOOTING 2. PROVIDE (1)1-["x11-]" L.V.L. RIM JOIST, ENTIRE PERIMETER OF FLOOR 5Y5TEM - INDICATES 31/2" STEEL ANCHOR BOLT NOTES: COLD N ONOOP OF 1. TYPICAL ANCHOR BOLTS SHALL El WITH MIN. EMBEDMENT, SPACED 3'-0" e I I CONCRETE PIER FOOTING 14 seli FOR ENLARGED PATIO L- — J O.C. MAX, AT ALL FOUNDATION �— —� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN SEE SHEET 11 7 CORNERS, �- - - - - - - � F F 7 7 INDICATES 4" STEEL 2• ANCHOR BOLTS SHALL BE]"�. I - - - J L l COLUMN ON TOP OF I I x4 ACQ POST FROM PATIO INDICATES TOP OF WALL AT y . I 42"X42"1 POURED I ( HEADER.SECURE POST TO DOOR LOCATION DROPPED CONCRETE WITH GALV. FOR SLAB OVER I I W CONCRETE PIER FOOTING I I POST ANCHOR.TYP.FOR 6 I I U = 2 I I 2 I I - - - - - - - - - - - - - - - - - - - 16 16 -�� —� - - - - - - - - - - - - - - - - - PROPOSED PATIO - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - I I' U CONCRETE BLAB r F — 0 — — — — — — — OVER 6 MIL VAPOR BARRIER � � I — — — — — — — — — ON TOP OF WELL COMPACTED I ■ I 1-\"TYPE"B"2 GA.DECKING m WITH 4"POURED ONCRETE SLOB m - - - - - - - - - � r- - - - - � 1 = I • - rill, 501L. wl WI 7'- EGRESS WELL INDICATES 4" STEEL —� I - -J �- - -� I I `r PROVIDE BEAM I O N COLUMN ON TOP OF I 1 2x12 FLOOR JOISTS,16"O.G. I I 2 POCKET AT STEEL 2 48"x48"x12" POURED I I I I 16 I I 3 BEAMS,TYPICALI 3 I I m l 1 16 CONCRETE PIER FOOTING 8'-O" I 1 I I "�' - .� � - - � - PROP05ED BASEMENT 1 EGRESS WELL I COVERED PATIO ABSIVE �' O L — — — _ % — — — — — J I NOTE: IN COIN WALL ABOVE • — I I 4"POURED CONCRETE B I — — — W8 X 15 STEEL BEAM IN FRONT _ _ _- WINDOW USE (4) #4 BARS. (2) IL C141 I OVER 6 MIL VAPOR BARRIER I 1 6 TOP 2 BO OM W/STIRRUPS _I - ON TOP OF WELL COMPACTED I 1 ( ) — — — — — — -I I SOIL.PROVIDE\"PERIMETER I I �, I — — — — — — — — — — — — — 1 @ 3"O.C. (TY ICAL EACH SIDE) .j � — 'X11/ BOX BEAM I 1'- 4' L — - - - - - - - EXPANSION JOINT. I I BELOW DOOR ABOVE I 3.5 X 11%' BOX BEAM � — — I r BEAM POCK T I I 1 INDICATES POURED CON05ED ABOVE TECO FJ 1 —I BEAM POCKET L- — — — 1 = — � - - - � - - - - - - - - - - - - - - - - - - � - - - - - - --J I FOUNDATION WALL L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I - Q (3)2x12 FLUSH BEAM WITH � I OPOSE I PROPOS D 1 (2)\"STEEL PLATES A5 ILL MANUF.BY"BETTER HEADER" w nl �PL,ANTER� ��W I I PROPCs�ED I I PR P� EDI I -� ' w I I I I 1 1 E L� I I I � � INDICATES PROPOSED I I w 1 I I I I 1 3\"-STEEL COLUMN ONTO 36"x36"x12"POURED I w I I I I w r-- (n I I I 1= I ( CONCRETE FOOTING,TYP. 12 Q[ Im FOR II I I I I I U w w 12-8 I I 4-O I 10 28-4 17'-1 O' 8-3" 8-3 6-9' 1 13' 4 I -O 8 O NYS CODE (R 302.13) REQUIRES THE THI5 FOOTING DIRECTLY—� ® (V INDICATES PROPOSED BENEATH POST FROM - 31/2"0 STEEL COLUMN 1 UNDERSIDE OF ALL FIRST FLOOR � 1 1 T I I I I I JOISTS IN A FULL BASEMENT TO BE ABOVE-FIELD VERIFY ONTO 42"x42"x12"POURED BEAM r� CONCRETE FOOTING,TYP. r — — — — J V I COVERED WITH GYPSUM BOARD OR - 6-2 W O O 1 I I I ( PLYWOOD. FOR 4 - POCKET E5'W X 9"D Q W V--I Z _ _ I (2)13/4"X 117/6"L.V.L.DROPPED GIRDER 9'_q, —,� J — — — — cal 17-10" W U 1 — -+ t - �— U —1 F— O PROVIDE BEAM � 1- _ - � _{ I �� -_ - � I I INDICATES WALL W POCKET I � I - - - 4 {_.I_TI I I TO BE HELD AT 1 I .__I -, l - 1 - - I GRADE EGRES WELL [1J ISJ " I — DROPPED HEADER — — S) I I I = _ ♦ _ _ L.V.L.CROPPED 8 i (3 13/4 X 11 7/8 L.V.L. I _ _ _ -' _ W ^ -- - - 3 13/4"X2)7/8" ;_ GIRD BY3BE • I DROPPED HEA ER DROPPED HEAD ER rt_- J.___ T ER HEADER AS I � I__I P POSED BASEMENT o I I w g m J 3 13/ " 117/ " .V. . I (V �- - -- - I U N. ESLAB x LT- L-� -; III OV R 6 MIL VAPOR BARRIER N W I I I 3 ON TOP OF WELL COMPACTED T Iro; I I I J " (�[ m 1 I I I (y LL I p I 50 L.PROVIDE\"PERIMETER I 1 w x an EX ANSION JOINT. I ( I I I O w o mo a 1 I O' I w o DEL FJ m i m W x I O �, J ° � O W I ( �- FILL AS REQUIRED I w � ~ T \1 1 , o ui m p co o O rt' NOTE: IN GONG WALL ABOVE I 1 O I I o N m w `� n _ LL U WINDOW USE (4) #4 BARS. (2) I I I w oc 1 1 o ,,, _ (V I PROPOSED l9 I 1 c o m ' I= � I o Q x W TOP� (2) BOTTOM W/STIRRUP i I EGRESS W LL I I O w I I I 1 jI jI 3 00 nI w is @ 3" O.G. (TYPICAL EACH SIDE) I W LL '- emu ry I I cn X x W om 1 I I a o r cv p NOTE: IN CONC ALL ABOVE Q C lO " o m w Q 5�8'T1l X 16" LONG " `Q ? � ANCHOR BOLTS 1'-O" g_g 18 d r I 1 v WINDOW USE ( ) #4 BARS. (2) z >- FROM CORNERS AND 6) 1 I z NOTE: IN GO�INC WALL ABOVE o 61 1 I I " WINDOW USE (4) #4 BARS. (2) I `O TOP$ (2) BOTTOM W/STIRRUPS 45"O.0 MAX(TYP) I I X 1 O @ 3" O.G. (TYPICIAL. EACH SIDE) T 2 w I I I I TOP$ (2) BCFOM W/STIRRUPS I — -1 F� i — — ap — — — _j 1 O i I I I I @ 3° O.C. (TY ICAL EACH SIDE) I I N TE:AT PROPOSED FLOOR SYSTEM — 1 - PROVIDE 13/4"X 117/8"L.V.L. RIM JOIST, - - - - — - - - - - L- - - - - -- - -I L - �� _ =--_--_- - - - - - � _-- ---_-__- J - E TIREPERIMETEROFNEWBASEMENT - - - - - - - - - - - -1 1- i - - - - - - — ( — — - — 1 1 � - - - - - - - - - - - - - - - - - - - - - - O - - - _ �3 x, _ - m � _ - - - - - - 1 Cq zCAN71LEVER ABOVE W .- EGRESS WELL I IPOCKEDT BEAMATSTEEL � � n IQ � EGRESS WELL ERAI 1 �- - - - — — — — PRO- - - - - - - - - - - - - - - - -� OI BEAM5,T"PIGA� W8x21 STEEL BEAM w M I m I 1 POSED PATIO (- - - - - - - - - - - - - - - - - - - - - - - - � 1 = OU ONG ESLAB 1 I 16 W }_ Q J I lg o o I 1 Q I I cil OVER 6 MIL VAPOR BARRIER _ I 11-6" lo'-4" EGRESS WELL - O z m 1 O 1 L — O ON TOP OF WELL COMPACTED J Q Q - - - - - - - - - - - - - - - � I cv o - - - - - - - - - - - - - - � ( � SOIL. F- r Q w RAILING TO CODE - m I 1 PLANTER I I L — - - - - - - - - - - - - - - - - - -- I Q = }- Y 1 PLANTER I 1 W8x21 STEEL BEAM a o O" 8 i O J U ry 1 cV — n— _ .. L- - - - - - - - - - - - - - - - J p'-8° 1r-o° 1'_8'1 - - - - - - - - - - - - - - -� I - - - - - - - - - - - - - - - - - - - - - L — 3 — U AL- -- - - - - - - - - - - - - - - - _ �- - J - - - - - - - - - - - - - - -� - - - � �- - -- � w w w ' al L- — - - - - - - - - - -� t11 13'-4° ( `_° I 14'-O" EGRESS WELL 2'-6" 19'-2" 2'-6" w O � - - - - - - - - - --1 O - - - z 95 @ 12" o o 7'-4" ro'-8" 2'-0 11'-O" 2'-ro" 6'-8"' 7'-4" L1 #5 ID 12, 44'-0" 2'-10" 211 Q = t11 .. ..... . �" 72'-6" oast OF FOUNDATION PLAN SCALE:1/4"=1'-O" 3'-O" 12" 2'-O" NOTE:ALL FOUNDATION WALLS 10"POURED CONC,KEYED TO 10"x20"POURED CONC.FOOTINGS UNLE55 NOTED OTHERWISE. ANCHOR BOLT NOTES: FOUNDATION WALLS TO BE HELD 6"MIN.ABOVE GRADE ALL FOOTINGS SHALL BE 3'-0"MIN.BELOW GRADE,STEP FOOTINGS A5 REQUIRED TO MAINTAIN MIN.DEPTH 1. TYPICAL ANCHOR BOLTS SHALL BE)"-,WITH MIN.12"EMBEDMENT, SPACED 3'-0"O.C. MAX. 2. AT ALL FOUNDATION CORNERS,ANCHOR BOLTS SHALL BE)'-. 2� ?oa ti DETAIL AT RETAINING, WALL O INDICATES SMOKE DETECTORS, ALL OF WHICH MUST NOTE; X Scale: NT5 BE INTERCONNECTED THROUGHOUT THE BUILDING AS 1. AT ALL FLOOR JOIST OR FLUSH BEAM TO =-_ PER SECT. 1000.10 OF THE N.Y.S. BUILDING CODE. FLUSH BEAM CONNECTIONS, U.5.P.(OR EQUAL) - DEc,2020 FACE MOUNT HANGERS SHALL BE PROVIDED ° B1" scums O INDICATES HARD-WIRED CARBON MONOXIDE SA. AS NOTED DETECTOR R J.L.M. J.B. DRAWM ra, 80 GFM MECH EXHAUST FAN TO EXTERIOR 2 OF 17 EGRESS REQUIRE"TENTS FOR WINDOWS BELOW GRADE NI , WINDOWS: SILL HEIGHT OF WINDOW ABOVE FLOOR: NOT TO EXCEED 44" MINIMUM OPENING AREA:>5.7 SQ.F=T. MINIMUM OPENING HEIGHT>24" MINIMUM OPENING WIDTH:>20" WINDOW WELLS/AREA WELLS: REQUIRED WHERE WINDOW OPENING SILL HEIGHT 15 BELOW GROUND ELEVATION. HORIZONTAL DIMENSIONS:>9 5Q. FT..(WIDTH X PROJECTION) HORIZONTAL PROJECTION:>36" LADDERS: REQUIRED ON WINDOW WELLS DEEPER THAN 44"AND MUST BE PERMANENTLY ATTACHED. LADDER MAY ENCROACH INTO WELL UP TO 6". STEP DISTANCE BETWEEN RUNGS: <18". RUNGS SHALL BE 12"WIDE OR GREATER AND MUST PROJECT A MINIMUM OF 3"AWAY FROM WALL BUT MAXIMUM OF 6". If GRATES: SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. LIGHT VENTILATION AND HEATING NOTES: Vi (5ECT,ON R303 N N L l_ INCODE) AS PER SECTION R303.1 HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF"-HE FLOOR AREA OF SUCH ROOMS. W NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS,LOUVERS OR O OTHER APPROVED OPENINGS TO THE OUTDOOR AIR.SUCH OPENINGS SHALL BE CLOSET 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 VENTILATED. BEDROOM (SEE BELOW) 13'-5"X 16'-7' EXCEPTIONS: SE N EL � (_ _. W) Area:224 Sq Ft _ Ceiling Height.10'-0" THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT N Natural Light: ,9516>or= 8516 REQUIRED BY SECTION R310 AND A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH M1507. Ventilation; 8%>or=4% Egress: 9.80>or=5.7 Sq Ft GC • THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTIZCALE:I"=1'-0.1 ABOVE IS SATISFIED AND ARTIFICIAL_LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLE5(6.46 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES(762 MM)ABOVE THE FLOOR LEVEL. II I'll l9 O II'I �I ,�ji' V HOWEVER __ NOTE AS PER SECTION R310 EGRESS WINDOWS SHALL BE PROVIDED, M� H IGAL BA O cv GLAZING AS SHOWN DOES NOT MEET REQUIREMENTS AS PRESCRIBED ABOVE. ul -- 13 X 6-7' HVAG CONTRACTOR SHALL FIELD VERIFY THAT EXISTING HVAC EQUIPMENT MEETS X 26 9'-6 X 6'-T Ar a: 9 Sq Ft 5'-O" 4'-3" 2-5 6-7" 2'-5" 3,41" EXCEPTIONS AS NOTED ABOVE,PRIOR TO EXECUTION OF HIS CONTRACT. IF O U CLOSET , Area:63 Sq Ft EX15TING EQUIPMENT DOES NOT MEET CRITERIA AS REQUIRED,EXISTING HVAG C• mg Height:l0'-O" SYSTEM SHALL BE UPGRADED TO COMPLY.ELECTRICAL CONTRACTOR SHALL OGeilIrg Height:10'-0" PROVIDE LIGHTING IN HABITABLE AREAS TO MEET THE REQUIREMENTS OF THE 13-5 4 4:-:2" 4 9'-6" 4" 13'-6" 4" 20-7" EXCEPTIONS AS NOTED ABOVE. +,' I 4 o, Y--, ' 22'-10" FINISHED BASEMENT WINDOW SCHEDULE 2868 I,- Im MANUFACTURER:ANDERSEN 400 5E:RIE5 WITH LOW-E4 GLAZING(U=0.30,SHGC=0.28) LAUNDRYBdD ROOM WINDOW CONFORMS WITH CONFORMS WITH GLAZED OPENING x 8-8 x 7-8 `t O EMERGENCY MISSILE TEST PROTECTED WITH 3 U Area:66.55q Ft ESCAPE REQUIREMENTS(2) STRUCTURAL PANE 5 Ceiling Height:10'-O" ryL�� `' FE 1'-ro" >— REQUIREMENTS(1) A5 PER R301.2.1.2( ) � -4 My BEDROOM(2) CX25 YES NO YES (n MECHANICAL ROOM NONE NOT REQUIRED - W D CLOSET p W Z LAUNDRY ROOM CXW14 NOT REQUIRED - Ip, I!IIII II Ili l l 11 c� 8'-8" 4„ �! 9'-1" I11 �, . 4" 51'-6" Y-- RECREATION ROOM CX15-3 NOT REQUIRED SECTION M1502 CLOTHES J BATHROOM NONE NOT REQUIRED - - DRYER EXHAUST VENT TO II, I,I�III lilll l! it"'II! �t U w 1. THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS:NET CLEAR OPENING 5.7 SQUARE FEET,NET CLEAR EXTERIOR F a OPENING HEIGHT 24 INCHES,NET CLEAR OPENING WIDTH 20 INCHES,SILL HEIGHT LE55 THEN 44",OPERATIONAL LL r FROM INSIDE WITHOUT KEY M1502.1 GENERAL. DRYER 18-1IkA U w 2.GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET REQUIREMENTS OF LARGE MISSILE TESTS EXHAUST SYSTEMS SHALL BE J ft1 J I� O ASTM E1996 AND ASTM E1886. INDEPENDENT OF ALL OTHER O L� RECREATION ROOM 1— LO 3.SEE DETAIL THIS SHEET. SYSTEMS,AND SHALL 22'-n°x 13'-3"IRR r w W CONVEY THE MOISTURE TO ry Area:261.65 Sq Ft O CoJ THE OUTDOORS. ? Ceiling Height: EXCEPTION: THIS SECTION STAIR RAILING SHALL SHALL NOT APPLY TO LISTED BEDROOM HAVE INTERMEDIATE AND LABELED CONDENSING 16-1"x W-6"IRR (DUCTLESS) CLOTHES d Area:249 Sq Ft CLOS RE OTHAT DO RNAMENTAL DRYERS. Ceiling Height!l0'-O" Natural Light: 8%>or= 8% NOT ALLOW PASSAGE OF A SPHERE 4"OR ANEL SPAN — 8' MAXIMUM — O 0, o=_e Ventilation: 8%>or=4% - — /� / ' Egress: 9.80>or=5.7 So Ft MORE IN DIAMETERyDDa -- t FASTENER PER • I 13'-10" 5'-5" 21'-7 1'_6" SCHEDULE TABLE R301.2.1.2 WINDBORNE DEBRI5 PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING(INCHES) l9 _ 6 —� 6-1" PANEL 4 FEET < FEET < 3'- FA5TE-NER TYPE iv N SPAN< PANEL SPAN PANEL SPAN - - —CX25 ---- - ----CX25--- - K 4 FEET < 6 FEET < 8 FEET WOOD STRUCTURAL ° FASTENERS PER PANEL 7116"THK. No.8 Wood screw based anchor 16 10 8 ( ) —�- SCHEDULE WITH No.10 Wood screw based anchor Iro 12 9 O O 0 MIN.2"EMBEDMENT -inch Icg screw based anchor iro fro 10 NOTES: r 3 �— t.THIS TABLE 15 BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS 8 33 FOOT MEAN ROOF HEIGHT O 2.FASTENERS SHALL BE INSTALLED AT OPPOSING EN05 OF THE WOOD STRUCTURAL PANEL. (n FASTENERS SHALL BE:LOCATED NOT LE55 THAN 1'FROM THE EDGE OF THE PANEL r `J 3.ANCHORS SHALL PENETRATE THROUGH EXTERIOR WALL COVERING WITH AN EMBEDOMENT LENGTH OF NOT LE55 THAN 2"INTO BUILDING FRAME FASTENERS SHALL BE LOCATED NOT LE55 THAN 2-V Oil FROM EDGE OF CONCRETE BLOCK OR CONCRETE WALL U 4.PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING VIBRATION RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,5;00 POUNDS Z WALL 5ECTION PANEL EXTERIOR ELEVATION w Z m COMPLIANCE WITH R301.2.1.2 PROTECTION OF OPENINGS N.T.S. ;� - W w �n W � o F I N 13 H E D B A S E M E N T SCALE:1/4"=1'-O" (yn 0 Z tj) Zo FIR57 FLOOR FRAMED WALL FIRST FLOOR Q w INDICATES SMOKE DETECTORS, ALL OF WHICH MUST Q_ FLOOR JOISTS PER PLAN - -- - - BE INTERCONNECTED THROUGHOUT THE BUILDING AS (Wj� Ca v L� PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. OL 0 APPROXIMATE GRADE --- -- _---- ----- --- - - -- --- - -- - ___- = C,'M INDICATES HARD-WIRED CARBON MONOXIDE DETECTOR d = FINISHED CEILING PER OWNER m 80 GFM MECH EXHAUST FAN TO EXTERIOR O CONCRETE FOUNDATION WALL �+� v z O z m TYPICAL FINISHED BASEMENT VVALL: FINISHED BASEMENT U I Z CO� owo OFFSET OFF FOUNDATION WALL VARIES REFER.TO PLAN = (2)TOP PLATE .r• ,,AA 2x6 WALL STUDS,16"O.C. LL � � 0 2x6 A.C.Q.BOTTOM PLATE,EXPANSION BOLTED TO SLAB. ww 07041, „ f CLOSED CELL SPRAY FOAM INSULATION(R-6.5/INCH 9 3.5"=R-23) b _z \'GYPSUM BOARD INTERIOR FINISH `D r CONCRETE SLAB W/R-10 RIGID INSULATION A t� - DEC:, 2020 LEI lea scull 5A. AS NOTED iDRA eri q�IBY J.L.M. J.B. DETAIL_ Ca) BASEMENT WALL SCALE:,"=1'-O" DPAWMNO� q. NOTE:THIS SEGTION 15 TO DEMONSTRATE CONSTRUCTION AT FINISHED BASEMENT ONLY,REFER TO SECTION A40 FOR TYPICAL SECTION INFO. 3 OF 72-ral" 70" 4`-7 2'-3" B 14 FOR ENLARGE C PATIO PLAN SEE SHE T 11 -IL— 7- `7 -J L L-j IF- F IF h j J, F----- L= i FWH12080 -------- MN" LU 71 U) iL tu L j L-J I - --------- IL LINE OF 2nd L - - �' — - ❑-- ----�; - iL I Area:,7875 1421805 , FLOOR ABOVE • --------------- -4" L 11 - IIOF r L Fz A) J7 1 F EL FLOOR AB VE I PANTRYI F- 0.0"X 71 7-0-1 Area:42 5q 7t -rol7 ' MASTER BEDROOM Ceiling Height:-9 0" X (J) H12080 6)5 FWH12080 Ft O 151-01,x 21' RR re�r 42 Cc Ing Hcig Area:319 5q Ft EGRESS PLANTER (1) Ceiling Height. 0 WELL Natural Light: 1696 >or= 896' 2/68 Ventilation: -996 >or 4916 PLANTER EGRE55 WELLj� �— Egress: 5.92 >or, 5.7 5ci Ft LIVING ROOM I KITCHEN o 17-4"X 17-4" UL 13'l X 17-4" ❑ Arco:34 5� Ft Area: 225 5q Ft Aselim 300 E$q Ft eilirg Height: U O3 O Ceiling Height: ciling Height: > 0� 17-4" 7-10" 8" Ld rb 2�10-' 4" 5-0 4" '-0" 4" 5-2" 131-01, 4'-8" " I Z lk j LLJ X00 0) — — — — — — — — — — — — - - 0 - — — — — — — — — — — — — - -- -- -- AA Lo —7� UJ PROVIDE 57EPS DOWN 70 GREAT ROOM BASEMENT.FIELD VERIFY wj m 111-01,x 81-61, 24'-8"X 23'-ra" RISE e RUN PRIOR TO Area:580 5q Ft CONSTRUCTING EGRESS Area: r WELL I m 11-_eCeiling Heigh : 01 t -0 Ceiling Height: CATHEDRAL ti LINE OF tf) -16) HOLD TOP OF WELL WALL 1 BALCONY 8"ABOVE GRADE.SET TOP LINE OF 2rid FLOOR,ABOVE OF HANDRAIL 36"ABOVE ❑ ABOVE E 'i�fl- - - - - - - - - - - - - - - - - - - - - - - - I EGRESS GRADF.TYPICAL ALL w 42"PRE-FAB.GAS WELL5/PLANTER5 OL pE'CK O , I FIREPLACE TO BE WELL 4-H.MIN.,38+.MAX.OPEN U.L.LISTED.DIRECT w P AIL NOT TOP:RmIT A 4"- VENT TO EXTERIOR r 147 Ft BEDROOM �PHERE 70PA 35. PER MFR.SPECS. ;I 11'-4"X 10'-0" IRR If / -1 i Area:123 5q Ft Ceiling HcIqht:0'-O" — — — — — — — — — — — — — — — — — — — — — - -- O Natural Light., 1061 >or 8%, E - - - - - - - - - - - - - - - - - - - - - - -- O FOYER ICY I I Ventilation: -9916 >or=4% BATHRO x 111-0" Egress: 10. 011 IRR 592 >or=5.7 Sq Ft Area:132 5(; Ft 2 ( II ZICATES RFMOVEABLE 43 Sq Ft Cc iling H--ight: CATHEDR AL �RATE AT EGRESS WELL LINE OF i 11'-4" FLOOR ABOVE p r GN155 P77= C GN155 i A:+ z FEMPFREDJ�I�-MV�-K��) (7EMPERED) MpEpED'L-(7EMPERF-D) (TEMPE w FWH310115 FWHOCroll 02 FWH316115 FOR, ENLARGED DECK ts) G (D EGRESS WELL EGRESS WEL FWH31(5115 FWH316115 w PLAN SEE SHEET 10 L z COVERED PATIO EGRESS WELL 3080 ENTRY WITH 30"SIDELIGHTS INDICA7ES REMOVABLE J GRATE AT EGRESS WELLS COVERED ENTRY : — —. 17- LL w W ❑ El � � o o Z W i z 0 w wo v❑C) OL 161-011 21'-1 2-10" 24'-2" I I, T L 72-6 OF IN, FIRST FLOOR PLAN 5r-ALE: T-O" NOTE:ALL.EXTERIOR WALLS 2,xG @ 16'O.G.CONSTRUCTION.ALL INTERIOR PARTITIONS 2x4 @ 16O.C.CONSTRUCTION UNLESS NOTED OTHERWISE QO DENOTES HARDWIRED SMOKE DETECTORS,TYPICAL.PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE, OINDICATES SMOKE DETECTORS, ALL OF WHICH MUST 070 BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 10,60.10 OF THE N.Y.S. BUILDING CODE. DIEG,2020 OINDICATES HARD-WIRED CARBON MONOXIDE SA. AS NOTED DETECTOR DMVM n CHECKED n C UL 41 kl A DMWM PACIA 80 CFM MECH EXHAUST FAN TO EXTERIOR 4 OF 17 B 1 14 11 FOR ENLARGED PATIO PLAN SEE SHEET 11 HATCHING INDICATES AREA OF ROOF DECK - __,- 1 r= , r — � � ABOVE.TYPICAL CONSTRUCTION SHALL BE: - ---= lifu DECKING TO BE SELECTED OVER 2x12 SLEEPERS _ - , ,_._, 16"O.C.ON TOP OF "COX PLYWOOD SHEATHING SLEEPERS/SHEATHING SHALL HAVE 60 MIL . . •••• • • • • • • • • • • •_•��• • • • • EPDM FULLY ADHERED)SHEATHING SECURED i�. . . -- - I TO Z12 DECK J015TB RIPPED DOWN TO 7' I I . . . . . . . . . .y. .__ ' -`°- -- - . . . . . . . . . . . � ] I 1 . . . . . � . �I�..'.'... I•. . . . . . . . . . . . . . . . . I_ SPACED 16"O.G. . Jam- 11I �J�.'.'.'.'.'.'.'. J '.'.'.'. .'."I } '.'.'. .': T_ -- 1 L. . . . . . . . . . . . . TIL VE _ - - -- - -- ' ' . . : . . F 'GA. B R ,> . . : . . . . . . . . . . . . . . . . R 1-T/8 ZV C�Z EQ NEAIIE ._ .• . . . G2 RE�D'�G I � I.—�. . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . o. . . . -- — — _— _.j . 1� _T _ � p - - - - - - -o - �I ` �( Io cal m } . . ._._, . . . . . . . .-. .'.' . . '.f .�i. . . . . . . . . . -i . . . . - ---- ------- _ ' . . 1` 1 _ . . I . . . . . . . . . . . . . m u�, cg - - - o . . . . . .LL 'WALL ABOVE l _WALL ABOVE .o. . . . . . . . . . I l o. . . . . . . . . . 1 J �q �. . . . . . . . . . . . . . . . . . 1. . . . . . . . . . . . . . O . . . . .'a .S. . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . .��. . . . . . . .X.,. . . . . . . . • • I . . . . . .•SEGU�LE�. . . . . . . .Tp...''. . . . . .•. 3 13/4 x 91/2 ML FLUSH BEAM � -F � . . . m W. . . . . . . . .. . �.-.. . . 2x12: , U ,: •. . . . . •.�••• _. �10U E Wf ,6ALV 1 AG5 - _ _-_=_ w I \ ti ` . . . . . . . . . . . . . . . .SPADED 16 O.G.STAGJERE . . . . . \ W / ao .'.'.':.'. :.'.'.'.'.'.I '.'.'.'.'. . . . . . . . .'.'.'.'.'.'.'.'.'. .'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . l I I z N . . . . . . .•a~. . . . .L.•.•.-• • .-..:r:-:° :- � . . . . . . . . .� R.E.RaoFOEe�•-� ':. . . . . . — � �- - - - - __ I \ I � / _._.'r . . . . . . . . . TQ.4EpGER WIT1-�'F. OUN?1 (3 x10 FLUSH BEAM W/(2)3/4"STEEL P E.FL E' M ' ' ' ' ' ' ' ':' ' ' --• •—• •II �I I I v �W / HAN = �\ O A5 MANUF.BY"BETTER HEADER" (3)1 3/4"X 11 7/6 L.V.L.HEADER / (3)1-3/4"X 1-7/8"L.V.L.HEADE I _ I I CURVED CEILING TO MATCH ARCH v oc O I I I 2x8 C.J \ OF WINDOWS Xx LL 16"O.G. A I w CA x:: I I I J� ►Im'J1 6 \ / II l9 U o m � � o cv � or- 00 � o J I I - -- - - - m � � � o - - � IL I (2)2"X 12"UPSET A�OVE ARCHED CLG o W I - - _= =_ -- - I J p o I `c I i LINE OF GABLE / / M...r - - I I I I I — - -I — WALL ABOVE - - / f n w ,I � �l - - - -- s' o , , LLI .` J I / / �I FLAT w / T = / � o I r Wz � W I I SLOPE I SLOPE / / U w �+ O �� 4STEEL 4" STEEL �p v i COLUMN COLUMN -- - - - - - - - - - - - - - - - - - - - -L —� — � _ A U I I I ER ) L4 p� — — �1-3/4' X 11-7/8"ML AADE I ON FLAT / 14 J �-- Q 3 lf1 ICAU ALL —_ —_ — — — — W/ 2 i/2 TEEL PINE — — 1� EXTERIOR HDRS; x W/(2)1/2"STEEL PLATES O 5 5 I TRUSS BY OTHERS I Q 4 COLUMN I �/ // w w Ln DIRECT J I VENT (n N w — —— Vl �Q 00 E - - - - - - - - - "X 91/2"ML HDR I lo W I \ \ m I TRUSS BY OTHERS I J I I I o o I I ON FLAT \\ \\ N FLAT LL I I I I \ \ CJ. I m m _ I Q I \\s`t epED SLOPE SLOPE X Ei"TIMBER TECH DECKING j I op p -.: \ ►� I - - - - -I- - - - - - - - - - - � XI \ \ N to o o ?;? - - - - - - - - - - - - ----- I I I TRUSS BY OTHERS I \ 0 0 2 I I i I I \ \ 10 I ; O f ........ Mom\ .. ` : O (3)2 X 8 HEADE2 (3)2x10 FLUSH BEAM W/ ))"STEEL PLATE HEADER FOR ENLARGED DECK o o o a w Z W - - PLAN SEE SHEET 10 — — �V ry mom �01 2 X 10 HEAD ,. W — — Lu I � m Z SLOPE SLOPE (3)2x10 DROPPED HEADER I " I L W W � W � o NOTE: z V / Z O 1. ALL PROPOSED EXTERIOR WALLS 2x6,16"O.C. Q w t- CONSTRUCTION.ALL PROPOSED INTERIOR (� PARTITIONS 2x4 FRAMING 16"O.C. FACE MOUNT HANGER BY U.S.P. FLUSH HEADER A5 PER PLAN W � O 2. AT ALL FLOOR JOIST OR FLUSH BEAM TO OR EQUAL. MODEL NO.AND U NAILING PER MANUFACTURER'S JOIST AS PER PLAN o # FLUSH BEAM CONNECTIONS, U.S.P.(OR EQUAL) 5PEOPGATIONS Q FACE MOUNT HANGERS SHALL BE PROVIDED 0[ � U oL = cn F I CIO R S T F L O O R F R A M I N G P L A N SGALE:1/4"_T-O" INDICATES SMOKE DETECTORS ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS �"GYP.BOARD AT METAL STRAP TIES AT 16"O.G. \ �cS' • 70��18 PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. PROI pRaFEss�o'�� O 79 INDICATES HARD-WIRED CARBON MONOXIDE FLUSH HEADER/GIRDER DETAIL °"D DEG,2020 DETECTOR N.T.B.N.Ts. 3 (AT BEAMS TO BE REINFORCED) B.A. AS NOTED UFAVM w a J.L.M. J.B. 80 CFM MECH EXHAUST FAN TO EXTERIOR �WM OF 17 2'-roll 8'-O" 24'-0" 8'-01, 2-ro'I 4'-0" 4'-O" 12'-O" 12'-0" 4'-0" 4'-1 IL 24'-10" R OF DECK B 12 STANDING 5 I"1 METAL ROOFING(2) LAYERS 15# FELT PAPERY2'GDX PLYWOOD SHEATHING — "WEATHER WATCH" ICE�WATER SHIELD AS ff MANUFACTURED BY GAF OR EQUAL. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 2x10 ROOF RAFTERS PER PLANS 2x6 COLLAR TIES PER PLANS 24'-10" 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD INTERIOR FINISH PROVIDE"HURRICANE"CLIPS AT G EACH RAFTER(TYP) 12 PROVIDE CABLE RAILING U STANDING SEAM TOP OF RAIL 36"ABOVE w METAL ROOF BELOW ROOF DECK SURFACE W C - C W LL LINE OF WALL BELOW u- O O — — rf: OL - - ROOF DECK LL - pC ul I 24-10 X 15-11 - � ti : Area:395 Sq Ft -- - - — -- _ - - s. Ft .w GW25 - - --- - -- -- -- -_ - LL$EL • �° � �; � 6„ wa T-O„ ` y✓� I I 6„ FLY RAFTER o � z. It 1 O t; DG FWH6068 �:; I - _ --_ _- _ - !II' -1 O I I I II t� O a0 I III' I � II -- --- - - I � II I � a ; I I II I III BEDROOM - __ = BEDROOM -- - III I + I 'j 14 O X 17 O RR t II 15 2 X 20 8' IRR d FtArea: 259 S --_ ' Area:335 Sc; t _ - I I II ;I I II d q I' Ceiling Height:9'-O" p -- = j - �j O Ceiling Height:9'-O" I O - - - II li 1/ I ry W _ I I ` z r _ I ° J ,-- , II, = - Q U w co - - y - - - d" r"- -_ - -- �- +t �- uj l9 O 4 - I - I. - -- -- roll 14'-O" �6 11 4„ 2 O„ 4„ 11'-10' - _ II III - J - - -- IL PR. 3' BARN DRS - I - - _ Lo SECTION M1502 CLOTHES _ --- - — - DRYER EXHAUST VENT TO --- - - WW_I ---- _ EXTERIOR SHWRco j -- �q N Ld 1T-1o" - - d M1502.1 GENERAL. DRYER EXHAUST SYSTEMS SHALL BE p O -- _ = INDEPENDENT OF ALL OTHER — — — — — — -- 0 SYSTEMS,AND SHALL -- = _ r� SHWR -_ I" II � --- N CONVEY THE MOISTURE TO r „ - I I THE OUTDOORS. 4_4 NDRY -- -_ _ I w BATHROOM RAIL T TO PERMI-A 4"• I! N - • SECTION ,... 34' MIN.,38'H.MAX.OPEN ro-8"X 6-4" EXCEPTION. THIS S G � Area:42 S Ft SHALL NOT APPLY TO LISTED 0 Ceiling Height:9'-O" - � SPHERE 0 PASS. c�l M AND LABELED CONDENSING Area:114 Sq Ft D W l9 6-4" i (DUCTLESS) CLOTHES � ellir � „ ,_ 4„ _, - DRYERS. 9 9 - 4" 10-10" 4 3 G p 7-2" Area: Height:9'- I — I I !I I OM - _- -- -- - - - ,.;. BA HRO III I I — ---- �- < 11-4 10'-O„IRR I II - - -- -- -- - Area 8.95q Ft ---- I WALL BELOW - --__- ------ ----- - Gell-1 9 6 eight.9,-OT-O it it� I --- ►fl �O- ---- GW25 - --- - -- - - l9 W25 -- _ I I Ii I ------- I Ll US M GH I � I � I I� A I UN I I I ill II I , I I I' I' �! I I LIN L LOW! OPEN TO I i'I II vm ; V J 6E�GW BELOW I III, II Z ROOF BELOW I I I I I'' I II .. ' I I M R HTOP I I J I GUSTO A G I I I II III I w a I _ � I I I I I II I I I i I I I I I II I I Z II I I I I I I I II l _ Z I II I II � I I m II I I I I I I I I I III I I I'. I I 1 I i li I'I I J U COV ERED E TRY BELOW f- LL ►— - -- ---- - - - - -- - r w Ul - —— — — —— — — —— — — — w o z � zo C) w o w o of 2-7" 2'-roll 11'-roll 2-roll 2-7" 8'-O" 4'_2" O J 45-1 SECOND FLOOR PLAN SCALE:1/4"=1'-O" NOTE:ALL EXTERIOR WALL5 2x6 @ 155"O.C.CONSTRUCTION.ALL INTERIOR PARTITIONS 2x4 @ 16"O.C.CONSTRUCTION UNLESS NOTED OTHERWISE QO DENOTES HARDWIRED SMOKE DETECTORS,TYPICAL.PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. 041a OINDICATES SMOKE DETECTORS, ALL OF WHICH MUST RQFESSIO��P`�\, BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. "07 - DEC,2020 DEMOMM ft SCAM O INDICATES HARD-WIRED CARBON MONOXIDE SA. AS NOTED DETECTOR oAWMNW 80 1 MECH EXHAUST FAN TO EXTERIOR OF B 12 STANDING SEAM METAL ROOFING(2) LAYERS 15# 24'-10° FELT PAPERY"COX PLYWOOD SHEATHING — "WEATHER WATCH"ICE�WATER SHIELD AS MANUFACTURED BY GAF OR EQUAL. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 2x1C ROOF RAFTERS PER PLANS 2x6 COLLAR TIES PER PLANS 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD INTERIOR FINISH PROVIDE'HURRICANE"CLIPS AT G 30" HIGH, RAILING EACH RAFTER(TYP) 12 4 X 4 VINYL POST(TYP) - LINE OF COVERED PATIO BELOW LINE OF BEL ,4: ; Y - - - -- -- Lo r: LINE OF WA L BELOW= p (3)2x6 HEADER , - -Ev 2x6 C.J.,16"O.C. I 6" FLY RAFTER k9 2xr C.J.,1G O.C.x0 C4 ,. \ -------- - -- - - -_- -- --- --- — -- --- I -- - ---- ^ Rw ; I I i I Y:. - - - — �(3)2_8 HEADER 2x8 FLUSH BEAM 8 FLUSH BEAM - - - - T I III I j 1 I i I j II I I I I • ' I -- - -- - I I Id it I I I I 9 I I. i II II11 I I - I I I I I- h II '; I, i I i � III 1 1 I I - ' � I I I I I I I II I I�I' I I ! I -- -- I IIII I � i i I I II I dd III 'I I I I I II Z Z IIII I I , - :_ L•� J i I � I� i II I IIi — U ii I'I I III � I I - I I I I ---- �-- >c x II - � I — I I! I I I _ _ - fly I I a I I _ - - w I 1 z ICI v l.J r � - -- -- — - - --- -- - --- ---- -- --- -- -- - A I I w , , IIi II'I I _ - = 11,00 -= - I --- - -- _ — �II -- - - - - - - - :- - - 1� z -- o — — — I I J - - I ; III II cn im • ,I "••r J JE — I , I x L , � -- - � �I I i l i II 3 x8 FL 3EA - - --__ - -- I I 2 i � I 2x6 C J.,10 0 0 C. = --- -- - WALL BELOW 1 -- -- (3)2 X 6 HEADER -- (3 2 X 6 HEADER �... — — 3 2x 0 FLUSH BEAMFi _- - - - - - , I -- -- --- - -- - _ -- = = - - U 70�'I'A C II 1�N17 �! II � I' I Ij ICI I II � li I „ INS F ALL ELO 1 q II I II h' 'I II � II xO.C. I I I li i 2 8 C.J.,16 ��w.1�) 3 TYPICAL ALLROOF BELOW (IIII III �' III `-' 0 16 EXTERIOR HORS. I j I I I I I I I I II I I I I I I j I I i I I i IIi I l l III jl I � I � ' II I I I i it i I 'I I I I,I I � I I I P ,I I li II II II i I III II'I I' I I 11 �I �' I ,i II II I I II rn li• I � I I I II I I I I I I � j V 2x8 C.J.,16"O.C. I j Z I. I III I I �I'Ii I II Ili j I' !III � 11'I IIi � I I I I II ' I R ED PATIO J BELOW .. 0 U w t � Zz (3)2x10 HEADER U NOTE: V ■ W 1.ALL PROPOSED EXTERIOR WALLS 2xG,16"O.G. w CONSTRUCTION.ALL PROPOSED INTERIOR PARTITIONS w 2x4 FRAMING 16"O.C. O 2.AT ALL CEILING JOIST OR FLUSH BEAM TO FLUSH BEAM Z Z O CONNEGTIONS, U.S.P.(OR EQUAL)FACE MOUNT HANGERS SHALL BE PROVIDED (] w w ca vo O p # FACE MOUNT HANGER BY U.S.P. FLUSH HEADER AS PER PLAN O U 3EC0ND F L 0 0 R F IRA MING PLAN SCALE:1/4"=1'-O" OR EQUAL. MODEL NO.AND NAILING PER MANUFACTURER'S JOIST AS PER PLAN SPECIFICATIONS OINDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. ry + } qul INDICATES HARD-WIRED CARBON MONOXIDE O 4A6 O?041a DETECTOR pqo�EssiaN�` V GYP.BOARD 36"METAL STRAP TIES N 80 CFM MECH EXHAUST FAN TO EXTERIOR AT 16"O.G. - DEC 2020 DISIAGNi SCAM S.A. AS NOTED J.FLUSH HEADEIR/GIIRDEIR DETAIL N.T•S. �WMNW M. J.B. 3 (AT BEAMS TO BE REINFORCED) 7 OF 17 2x8 RR STANDING SEAM METAL ROOFING(2)LAYERS 15# (iso.c. FELT PAPERY"CDX PLYWOOD SHEATHING "WEATHER WATCH"ICE$WATER SHIELD AS MANUFACTURED BY GAF OR EQUAL. INSTALL AS PER MANUFACTURER'S SPECIFICA71ONS 2x10 ROOF RAFTERS PER PLANS 2xro COLLAR TIES PER PLANS i2' 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD 2 x 10 RR Cc)121,O.G. 12 INTERIOR FINISH PROVIDE"HURRICANE"CLIPS AT M RR 2x8 RR EACH RAFTER(TYP) 16 O.C. 6"O.C. 2-0 ro . � . ICE BARRIER a ROOF DECK. :: ,. s�s 2x10 ROOF RAFTERS 16"O.G. O 2x10 ROOF RAFTERS 16"C.G. a m .:, ... .. d :. ,, 12:12 PITCH X12:12 PITCH ...... �; .;: r. ... ... .., , r Q� k^ y.. DETAIL Ld) EAVES IL +\ / v <t MR.R. g M 2x8 R.R. 2x8 R.R. 16"O.G. 16"O.G. �F F9� O.C. _ o \ IV P 2.8 RR 2x8 RR - @ 16"O.G. @ 16"O.G. :.. 12:12 12:12 1 12:12 ow. y� \ / PITCH PITCH " PITCH PITCH > . R005.2.7.1 Ice barrier. In areas where there A o has been a history of ice forming along the eaves j ]� o causing a backup of water as designated in 11-W oci Table R301.2(1), an ice barrier that consists of — a least two layers of underlayment cemented M �. o together or of a self-adhering polymer modified 1� o _ _ 3 1-"xg-f"L.V.L.RAFTERS _ _ (3)110-1"L.V.L.RAFTERS _ _ i i bitumen sheet, shall be used in lieu of normal W 2x10 ROOF RAFTERS, 10'O.C. 2x10 ROOF RAFTERS, 16"O.C. I I underlayment and extend from the lowest edges of all roof surfaces to a point at least 24 inches M•••� o (610 mm) inside the exterior wall line of the 12:12 PITCH 12:12 PITCH / building. W Wz �— �� o o QQ C) \ / I I Exception: Detached accessory structures that A Ltl contain no conditioned floor area. - - - - - - - - - - - - - - - - - ,� - - - - - - - - - - - - - - - -` ry �� — � Z .—i I— O RIDGE o U \\ 'L+// U o � J Ld Lo o F= \ =L / 1= M J n r \ o / �, O M ( N Ld M O 2x12 RIDGE 2 1-"x14"RIDGE at — — — N o� ry lu All LL IL IL 12:12 PITCH 12:12 PITCH //ry+ - - - - - - - - - - - - - - - - - - - - - - -LU — II 2x8 R.R. 0 2x8 R.R. w Q� �Fp 2x8 R.R. 2x8 R.R. 16"O.C. O 16 O.G. �Ft' 16"O.C. 16"O.C. c w I I O w 0 0 1 2x10 ROOF RAFTERS, 16"O.C. 2x10 ROOF RAFTERS, 16"O.G.UL I I r 2x8 ROOF RAFTERS, 15"O.G. ' 2x8 ROOF RAFTERS, 16"O.C. II ►U O w of II II '2� 2 PITCH '2:2 PATCH II II p W Zc� IL- - - - - — JI U — U w w w dC z .n Z O 0) Ll� � NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL W Q ROOF PITCHES PRIOR TO WORK. 0 0 # 2.AT AREAS OF PROPOSED FRAME OVERS,CONTRACTOR SHALL REMOVE ROOF SHINGLES PRIOR -J TO FRAME OVER CONSTRUCTION 3.AT PROPOSED CATHEDRAL CEILINGS,CONTRACTOR a = � PROVIDE U.S.P. MP9 RAFTER SUPPORT CONNECTORS AT EACH RAFTER TO RIDGE CONNECTION,EACH SIDE OF RIDGE.PROVIDE(6)10d NAILS IN RAFTERS, O (G)10d NAILS IN RIDGE CO 12 O O F F 1R A M I N G P L A N SCALE: 1'-0" � ;I.tI. DEC,2020 DEBK*W ft SCAB S.A. AS NOTED wH er are J.L.M. J.B. DMWM NW 8 OF 17 -7-- T L7 L -T-L -1. V L 7 j 1, I ...... 711- T 7- T - -11 I 1 1 J i I j t LT--� T T 174- 1111 FT -N 7- TT A F1 I i- --I T F - - 1. -i j T 7 111 T I- LLT4 L I--F--LF-LI7-TT--1-T I I I T 7 T I tTI 1 11 1 1 1 1 1 F I t T T- I LL I-,F- - T- l -j- -_- L 1:21' SQUARE DERMA CAST T L I I MEN" A T p-I I i L i I I 7:t I ow I POO Lij d - - -- - - -- T I -L-T - - - - - - ---- - -I-L -L T-- - - -- - - -- - -- -L T- -J L - -- - - -- T- - -- - - - - - 0� L - - - - -- - - -- - - -- -- --- - -- - -i I- I I I - -- - -- - - E --71 F — —— — — — — w 0) � [- 0 UJ REAR ELEVATION C(:D ROOF DECK -SCALE:3/8" T-01" SIDE ELEVATION @ ROOF DECK, I_j SCALE:318" T-C" cn N W 74"X ra"TIMBER TECH DECKING ON TOP OF SLEEPERS Roof= DECK 2 X ro SLEEPERS 0 15" O.C. RIPPED TO 2 x 12 ROOF J01575 ITT 161, O.C. RIPPED PROVIDE LEVEL TOP SURFACE, INSTALL DOWN TO 7WITI-; CLOSE[)CELL EPDM STRIPPING ON BOTTOM EDGE OF 36' HIGH IRAILINO INSULATION (R-615/INCH CP 5.5 = R-33) EACH SLEEPER 2-nd FLOOR 514" X 0' TIMBER TECH DECKING Y"GYPSUM BOARD INTERIOR FIN15H EPDM ROOFING -SURFACE FULLY (3)13Y4--X 14,- M- FLUSH BEAM ON TOP OF SLEEPERS 4. ADHERED TO!Y,3"CDX PLYWOOD SEGURE ROOF JOISTS TO BEAM INSTALL TRIM AS TO ALLOW WITH FACE MOUNT HANGERS EPDM ROOFING SURFACE FULLY FOR 1" GAP FOP,WATER TO 4 X 4 VINYL POST(r1YP) EVACUATE SLEEPER SYSTEM ADHERED TO GDX PLYWOOD INTO GUTTER MIN.1/87FT z w t�t- 1 4# Hdt��ifitivf-:1144 ROOF DECK w v 2 X ra RIM, PROVIDE 1" 2 X 12 FLOOR JOIST Z RADIUS ROUTER AT 2.4'-10" X 15-11" c-4 BOTTOM EDGE FOR DRIP +7 1-8.1 2 X 12 ACa LEDGER BOARD BOLTED -/ D Z Y BOT HEADER TO HOUSE WITH -518"0 BOLT5LM 16' Area: 3-95 .Sq Ft x O.C. (STAGGERED) BOXED IN HEADER 1st FLOOR U 2 X 12 ROOF JOISTS CcD Iro" O.C. RIPPED ------ DOWN TOT WITH CLOSED CELL INSULATION (R-63/INCH @ -9.3 = R-33) W 7m, .2 :A GYPSUM BOARD INTERIOR FINISH x p z Z 0 EOF DECK, w Scale: ca C) of (Y- (j) PLAN @ ROOF DECK, 5GAI-5:3/8" 1'-0" 7O 4 p�OF-sslol\ Na IDATE, L IT DESONM EM OcAm S.A. AS NOTED MAVM n CI ECKM 90 J.L.M.I J.B. MAWMNW 9 OF 17 _J All 2 X 8 ACa LEDGER 17 BOARD BOLTED TO HOUSE 1V".H r4°10 so— 3 0 0.C. (STAGGERED) 10 x 6" TIME 1� e, TECH [DECKING 2 X 8 DJ O.C. W • D JOIST CONNECTION DETAIL I I Co Scale: NT5 z STAGGER 0 FASTENERS IN I I r C4 2- ROWS OR'2 x 8" A 5.5" MIN F + 6.5" MIN FOR 2"X 10" 75' MIN FOR 2"X 12" DISTANCE SHALL BE PERMITTED TO BE 2" MIN REDUCE[)TO 4.5 IF LAG SCREWS ARE LEDGER Mlt USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 30, HIGH LAG SCREW OR BOLT 2 X 8 LEDGER TO 2 X 6 BAND JOISTS. RAILING PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 1137�_Ta OEM" �, I � I ( rc w UJ UJ Z LINE OF DECK ABOVE _J Y2I Q Uwco " SHEATHING SIDING E !Y4" DECKING Ld 0) 4 F_ 0 _J F_ 7T < W _J PLAN Ca) S I D E DECK WJ M _J SCALE:1/2' 1'-0` FOUNIDATIONPLAN LE) SIDE DECK N ui DECK JOISTiv FLOOR JOIST I SCALE:1/2" T-0" M APPROVED JOIST HANGERS L i A FULLY THREADED Ya"O LAG SCREW PREDRILLED W/MIN 3" T A LEDGER WITH FASTENERS IN Tl� ACCORDANCE WITH TABLE R507.2 VINYL TOP BOT RAILS PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER -7 _7 F L HOLD-DOWN DEVICE MIN 750 LB. CAPACITY NOTE: AT 4 LOCATIONS. EVENLY DISTRIBUTED THIS DETAIL 15 APPLICABLE WHERE 4 X 4 VINYL POST 1 T - ALONG DECK AND ONE WITHIN 24" OF EACH FLOOR J015T5 ARE PARALLEL TO HOLD-DOWN DEVICES ENE) OF THE LEDGER. SHALL FULLY ENGAGE DECK JOIST PER DECK J015T5 J I t-1 1 L _7 HOLD-DOWN MANUFACTURER. F, - I- -] FL I I i , 1 7 5/4"X 6"TIMBER TECH DECK BOARDS LL I J __T_i_� I T -I T-17- 7 PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS _T ('� 4T Scale: NTS I'AA 1'r t — — — — — — — — — — — — — — — — _Y —1 7 I I L L I_I-_L_1I_ � o z --- � L I T_ A I E 1 z TT W I L-T. T__ _F LU Z LI I I 2 X 8 ACQ DJ 01)16" O.C. z -i==- =- W TABLE R507.2 DECK LEDGER CONNECTION TO BAND J01575(DECr,LIVE LOAD 40 P5F,DECK DEAD LOAD 10 P5F,SNOW LOAD<40 PSF) J015T SPAN CONNECTION DETAILS G'AND LESS ro'-i"TO 8' 8--1"70 10' 1 71-111 TO 1:2- 1 12-l"TO 14' 14,41 TO 16' 16--1"TO 18' ON-CENTER SPACING TO FASTENERS 0 LAG SCREWS WITH 2 X 8 ACQ LEDGE LU 30 23 18 15 13 11 10 W WMAXIMUM SHEATHING(r,d) BOLTED TO HOUSE0 BOLT WITH/2"MAXIMUM W/%"0 BOLTS C. 30 36 34 20 24 '21 19 o SHEATHING(d) O.C. (STAGGERED)) 0 BOLT WITH 1"MAXIMUM 36 36 '2_9 24 21 16 is Z W SHEATHING(c) V__ W C) 0. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from Ycontacting the house bond joist. b. Snow load shall not be assumed to act concurrently with the live load. c. The tip of the log screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber C. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to y:2inch thickness of stacked washers shall be permitted p toy"of allowable sheathing thickness where combined with wood to substitute for u 2 8" GOING structural panel or lumber sheathing. FOUNDATION WALL, FULL CO HEIGHT TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECr,LEDGERS AND BAND JOISTS KNII-IUM END AN EDGE DISTANCE AND SPACING BETWEEN POWs TOP EDGE B0770M EDGE ENDS ROW 5PAGING 0;�O 41 LEDGER 2 INCHES INCH 2 INCHES 1V3 INCHES END JOIST 2 INCHES 2?INCHES H! 5 1%"INCHES FESSI INCHES - -I- -- - - --- - - - - - -——— ————— — —— — —- - - - -- -- - --- - - -- - - -I Ndi -OATS — -- - -- - - - - - - --- -- - - - - -- - - - - - - - - -- - - - - - - -- - - -J_ _L !�) DEC,2020 L DEOGNM 11?0 so" Ji. IN LEDGER _T S.A. AS NOTED MAW vo ELEVATION @ SIDE DECK SECTION LFL) SIDE DECK DRAWM 11401 SCALE:1/2"=T-C" SCALE:1/2"=T-01" OF 10 171 17-0" 3'-7 O � ' OO 1 1 1 1 (V N 1 • I I 4 ^ tY O ^ O O 1 A 8 2-11" _ im 9 COVERED PATIC.�y BOVE x fir/ Ld F r �► z Q Uwco PAT10 FOUNDATION PLAN � � SCALE:3/8"-1'-O" 1 I-- O WWL .� Nm � STEP 35-9" COVERED PATIO 15'-0" 17-0" 3'-7' 12" SQUARE PERMA CA5T GOLUMN5 _ a - - -- - - -- ---- - - - __ j J-- - - ----------- w CID — - 1 l9 > Q � � � - i � �I 1-4 1U 0 ----- J -— --- ---- -- � ------ -_---If. - ��---_-__-_ � � - - ----------- ,--- -- - - ---_-I -------- - --o - -ill z OI - __ =-- �I — I i I L --J [ ---- - ---- - -- -- -- ----- -- -- - -- --- -- --- Z w_ � II I }- .- II _ I U I r JL ----- -- -�-- --- ---------- -- ---- -- ---- ', ��-------J r ... ' — - - --- ---- 2'-0' [ J W O I - - - - - -- `- ---- - -- --- -- - - -L----- - - - - -- uu z O - - _I - ui -- - - - - C-------1 L___--_-_-_ i 1 Ill I I (BLUE 5";"vNE PATIO I i it I I .� r ------- - - CF U t ____L_j R14'. All i } d ill I' I U70418 A80FESSI0 pATIO PLAN SCALE:3/8"-1'-O" N0' °A�' DEG,2020 DeaONM Bn SCAM 5A. AS NOTED DRAWN en J.L.M. J.B. DRAWM N01 11 OF 17 RIDGE - -- --- -- - -- -- -- --- --- -- - _- - - -- -- - - - -- - PROPOSE --- _ _ _ - -= D RIDGE - - --_-- -ALIGN RIDGES __ - - -- - -_ _ _- - ---- __ -- _- = LION-RIDGES- -- -_ - -- - -- -- - - - -- - -- -- - ------------- ---- AL16N 9I1)GE5 -- - - AZEK FASCIA WITH G"AZEK FRIEZE BOARD -- --- -12 - - _ - - - -- - - - - -- - r-: _ _ =- — _ ---- _ =- __-- _ -- =__ _ - -- - - - - - G AZEK FASCIA WITH -- _ _ -1 ! _ 1 1. -- -- I�[�� --_- - 13 -- --- --12 - -- -_----- -� 1 L I . i L Ii L AZEK FASCIA WITH 4'AZEK FRIEZE BOARD -_-- --- - - - - - ----- - _ i [I I�LT G,AZEK FRIEZE BOARD PLATE - - - - 12 I L� 1 12 r HEADER -- - - - - i LlIJ'I[11 r11 ` 1 ''i 1 1 Fil 6"AZEK FASCIA WITH ,`rl - - G"AZEK FRIEZE BOARD � i L �� --- T�1 _I 1 1 -__ - --- I - 1 1_I_I_i I I - -- _- IlI1L T'11 - - T 1_T I_ _----- _.1 L_�1 i_ L� L� o - _- 1 I: l _Li ___ 1 L - _— 'T - - 1 r TI_I I T 400 SERIES WINDOWS W/ - LOW-E4 GLAZING BY - - 1L T T -_ 1 7T LTI_l _ T - J. 1 ro - _ ; �T. r I, Ti , it' 1 - -- L! 1 L_I 1_I I 1 � - _ -- T=: -- — - .w ANDERSEN - `� -- -- 1 - - !_ L L ] 1 11 1�_ 7.i r. 11I _ -- - - r SILT = - -- _ 1 I T �I,�i1 I ,, i ' �_:T . , I ' ]II ASPHALT ROOF SHINGLES -- rl ? T• - T {r I ��11 .' _- -- - - - _- - I; T i, == � � `. --== �11 I_ I ,]-�,!,I ]- - - --- 1 � �117 � � r I _11,I J ,,• � I : , It TO BE SELECTED _ = r! 1 T L, r I q __ -- - w - __ -- .� -_ I = _--- _ - -- - � �=i 1 � � L -_ 8"AZEK FASCIA WITH _ -__ (V L- i I T �r r T -- L _ - I - i - - -- ]�1i1 'r i!]L1 i'!T 1- ' 8"AZEK FRIEZE BOARD Lei _ - _i.IJT I Tl L L _ I I TT rr 1 __ 1- 1_ L I 1 I T r PLATE O 2N'D FLR. - - r 1 �� '� .T T (- �`T =--- 1 � -_ �1 Lr1 = == T T T T � T T _ __ __ ;,-i L 1-� 1� _ 1 I -- -- -- 4 - PLATE -- — -- rL'T7i 1.l.Lll,_I-11II Ir - — -- ry- - - - - - - HEADER -- -- -- - - �__ �_ -- - --- . 1 :.1 _ �_ *T1 rI - -- -- HEADER SHINGLES,54 TO L, L,l L rT I.J. T 1 -__ 1 C "IT T l._I ] 17 1J_�_ llll it FF I I I I LIJ CEDAR"PERFECTIONS" 1 ?� _�� m � �T 1' - L 1 !I.1 .I 8"AZEK FASCIA WITH a WEATHER r 3G"H16H r - 1 __ I I_ L �I _ 1 i [ T 1T] I_ G"AZEK FRIEZE BOARD O p -1r�' _; O RAILING ]`I I l 61 TIL1 __ i_ � I - I I�L _ � �� JII_ r TrLrlr, L_L 1 L, LII I1_ iI PROVIDE RAILING AT L -- 1 L I L_ 7 IL I I i 1 j I_1 EGRE55 WELL,30'ABOVE L_Lj � -L L i I I.L� 'lam- -�1-- ---=-T T_.L I 1 �L 1 7 - l Li !-L. - T GRADE 1ST.FLR. _ _7 T TLC IIII 11 I r PROP.MATCH • - 1 I I I �T-= _ �.._ T i_TL � .! 1 1 J - 1 J i . 7 1 �L I 1T ._ EX.iST.FLR. io � �l _�TTTT�T r,- TI �`, r -1T � r1r 4X8ACQ DJ 6'76 O.C. � - r - _- F _______ _-_ _-_ -_- T__-�__ T� -_ -r - GRADE r =T r 2 X 8 AGQ LEDGER N O POURED CO R E T E FOUNDATION BEY ND - - -`.- EX.GRADE BOLTED TO HOUSE I I I IC I I I I _ _ __ _ W/%"0 BOLTS 0io I I I I I I I CL -J t- - J I I � _ - - - JI u O.G. (STAGGERED) I ir-T-T-11jr-T-T-�I� I I I I ir_T-T'-1jr-T-T'-11 I I I I IINDI�ATE5 CULTURE STONE - r i i iiiii t i iii I I I I I I r — _ — 1 I oj � lu _I I nlu -I I ul to _I i nlll I I ul ill I I niu _I I u� I I I I in I I n4l I I Ili I I I I ll I +I ul II1 + + 10" CONCRETE FOUNDATION 8"GONG iIk 4- -a4 -al _I I I Ili I ( I I BEYOND FOUNDATION lu I I ulu I I u1 III I _I= i ulu I I ul I I I I '— L -1- WALL, FULL I I I I I I =- JL HEIGHT I I I I I I r -I - ------ - - - - - - -- - I I -- - - -- -- - - - - - I I - -- - - -- -- -- -- - - I I - - - - - -- -- - -- - I I -- - - -- - - - - - - -- - - -- - I I - -- -�- --- - - - - - - - - -- - - - - - - - - - -- -- - -- - -- - -- - - - - - - - - -- -- -- -- - - - - -- - - - - - - - - - - -- -- - - - -- - - - -- -� � C'� �- EGRESS WELL EGRESS WELL EGRESS WELL jn W WZ F1� 0NT ELEVATION SCALE:1/4"=1'-O" r- A 0 Ld QD Z JW � I- O W LO 8"AZEK FASCIA BOARD W J 6"AZEK FRIEZE BOARD ALIGN RIDGES m .--I ALIGN RIDGES PROVIDE RAILING AT ROOF DECK, G"AZEK FASCIA BOARD N m 6"AZEK FASCIA BOARD 36"ABOVE DECK 4"AZEK FRIEZE BOARD LINE OF 4"AZEK FRIEZE BOARD ALIGN SURFACE GAMBREL RIDGES ROOF - STANDING SEAM - - - - -- -- - - - _ - - - ARCH TRU55 TO FOLLOW ARCH OF -: METAL ROOF =— -- -_ - - --_ _ -- 5 H-E-II-T2 - - - - - -- - -- -- -- - WINDOW -- - Z - -- - -- - - - -- r LINE OF GAMBREL - -_ _ -- -- _ _ -- - - -- _ -- , L.r 1_ I -- - I:I ! I ROOF - -12 — - --- - - - - _ -= - PLATE _ _ - - -- -- 6 - --- —_ — -- — -- 12 FASCIA __ -- — — i �C _ B 11 HEADER -- _— 12 -- — $OARD �� '�- I.T �12 --- - --- --- --- _- �- - - - JI - I - - r L_ O .- 1 T - - -- - _ - �� L E 1, � 1 = — -- - 1'Zr- , 1_ _ . I�r1�11 rLj I.IIL 1 T , -� T ,-_ - � O - 1 L .t I I Il_ I - -- IIl '' - L, � 1 1 � . I I , T .I [ Li i 1_� ��I =IZr- �Lr T T 1 I III T.l IL -- -- --- 1J : - - - -- - ,�IT;� i, .1 , r! I,T. L i. 1 I !,J,T I .1 I 1 � Z -- r : PLATE - - - U - I ]T] Lu 11 ,a: 14 r PLATE -- - - Ql z r I ,III T T r,_I -11 � I J : 1 i �I� I r J ROOF DECK PLATE - , _?HEADER - _ -_ r I r 1 L l,l -Li HEADER 1 -,� -- jj i T rt i i�� 1 TT._. I, i_ r11 T1 �; I, T ll i__11I 1 1 L,Ir: V ■ j— W -I T _.I . ,.I Li 1 i_ I J I �L t— OI I p O Tl=lI.II I TI _L ITJ,TrL 1 I I I1 T 1 1 O= �o O PROVIDE RAILING W T r ; - I ! r I AT EGRESS WELL, O 1iT -Q PROVIDE RAILING AT 6'ABOVE GRADE i1 _ �L Z EGRE55 WELL 36" Wz OO r ABOVE GRADE T 1- tu r-I i_,r lj� I I �T- _ LL l_L 1_I_:,1 T l!I IY, c� I1IT l 1T IIII �I _1IT �_It I -1 �I II I1_,: TH F Li W �1 PROP.IST.FLR. _ 7�_ rT r' - 1J i 1S_T.FLR. V BSMT.CLG -- GRADE a O GRADE I I I I I I I I I I I flL U I I I I I I I I I I ()8"FOUNDATON _ {-- _ I _J_ �_ I_ _I L-I __ J � __ __ J L I I WALL AT - -- --- - - -- L_ _ 1_L I I I I I - - -7 � -I- - - -- - -- - - -- -- - - - - - - - - - - -- -- -- - - --I f- -- -- - - -- - - - - -- -- � EGRESS WELLS 0 -I _ _ _ POURED CONCRETE FOUNDATION BEYOND �P - 110" FO N ATION I I I I" EGRESS - -- - - -4 WA�L TYP I I I I WELL I1 I I I I I I 0;'041b - - - -t + I I I I-- -- -J- -- - - --�L-�� —_ I- I —_—_ I— I ------------------------------------------------------------------------------ ZI I ----------_-_-_-_-_-_ __ __ _ _ I I I I ND - DATE JUL Y,2020_ ____ __ __ ____ __ _ _ � T _,Z - - --_ __ - r - --- - - - -- --- - - - - -- - - - - -- — — — — — L-- L-- -- ---- - - -- - - - - -- - - -- --L - -L - - - - -- - -- - - - - - - -- -- -- - - - - - - -- -- -- - - - - - - - - -- - - - - - - - - - - - - - - -- oeaON®enS A. ecAuSe NOTED-EGRESS WELL DHAwN n CHECKED an J.L.M. J.B. MAYS ct Na R F. AR F. L F. V A T 10 N SCALE:1/4"=1'_0" OF 6"AZEK FASCIA WITH 12 4"AZEK FRIEZE BOARD EK FASCIA WITH ro"AZEK FRIEZE BOARD T 7j-'7 r Fj L PLATE PLATE -T- I-F t HEADER L T I HEADER -T I T-1 I LL 'T]-T I L t L L � TrF -7- t L-1 tj 26 ---------- T -- - -- �:-� 15�' � I T1T1T I� 1 r 1TI L I �1-Il I IT Ll?�:111�I_J i i� ��7 '-1� j 1'I' � i' I-[ i 1 I i I I r I C � f I ', _ _ - _ __ _-- __- i� L i. L -1-111-1- L I T�l LL I I L 1 2ND FLR, 2ND FLR. 0 PLATE I T I L I 1 1 1 L PLATE I" FT I I I -jJ HEADER L I 4Til-y" t, I i-LJ t I L , L� j I -i I -T r I T I 5'1�r .I -,1r 11I; _L� T HEADER L 12" 50LJARE DERMA CAST COL-1-11"IN L 11 1 T I T I L L TTL 1 1 i ILI� I JL1T I , I7I L LrI J 1 1i l' T Tt T I T I t L II r�IJII - I 1 1� 1 1 � I.[ .L V- L i 1 1 -1 44FLT� OI t j I tEl -j I-I 1-1 1 J- L 111 • 15T.FLR. T IST,FLR. T a. J-T 7-I'FT tT GRADE L 7-77----7 r -,T 7RAD II II II II II III I 0 II II II II II III ---------- - 1---1--1--4--41-4 LL��I-_I_JL_a--1 1! — — — —— — — — — — ——— — —— —E--— —— — —— — — — —— — — —— — EGRESS WELL w W Jz F T S I D F. E L E V A T 10 N SCALE: T-O" 0 U uj z � Wo) 0 < L—dj LL1 oJ m i 8"AZEK FASCIA WITH ro"AZEK FRIEZE BOARD 12 12-- 12 -- T F I I I A 12 12 J -L I I 717 TL L F -FtTL 8"AZEK FASCIA WITH I T ro"AZEK FRIEZE BOARD ------- 7 T i II II LT_ -L z I 7 L I TT PLATE 7 j iTL J I T w T-1 -T �i L 1TLJt I I I 777 Cia HEADER �Tlj:FYI I T 7 lel L w -j C) A F I 71 T• - t 7 1-1,� T I T I I il < Lu 6) F L LL LL w u I T CAST GOLUI`--IN w < IL I h I L o =LUI I....Lj I TtI i L L :T -1 L L I T -1 T-IlL1- y LIJ W— Ti,Lj-, z w -1 F I L I TL-L �Yl TY I I I J PROP 157.FLR. IL I I T 1-T 7 11 L ni n H,HT I HUI Li I L GRADE H T7T w T7 1 11 11 11 11 11 11 11 11 11 1 IILLL� I j ------ ---- - ------ -F ------ ------ V- rr- :Tf==TT F=--- T= =T= = O rr- r- r------1 11 l--+—+— I F I II III H44-11 III Ili l oe�OF—k� -4---4---41111 1 1 1111-4-4—IjIl-----4-41j co II I I II II A (:i! L 1 L-L -A Rt LM 4 k -- �- -- - s - -L --� - - -- - - -- -- - -- -- - - - - - - - - - - - EGRESS WELL EGRESS WELL JULY,2o2o en ecu� I D E E L E V A T 1 0 N SCALE: B.A. AS NOTED T-O" DRAWN IM CHECKED 11M DRAW MMI 13 OF 17 12 (2)1-["x14"L.V.L.STRUCTURAL RIDGE,PROVIDE:RIDGE VENT TYPICAL ROOF CONSTRUCTION: I _ -- -- _- __-_ PROVIDE U.5.P.MP9 RAFTER SUPPORT CONNECTORS AT ARCHITECTURAL ASPHALT ROOF SHINGLES - - EACH RAFTER TO RIDGE CONNECTION,EACH SIDE OF RIDGE - _ - -- --�r� --- - PROVIDE(6)10d NAILS IN RAFTERS,(6)10d NAILS IN RIDGE (2)LAYERS 15#FELT PAPER - - \"CDX PLYWOOD SHEATHING - - - - - - -- -- _.-_- _---..-- -_._---- -- - - - - 'WEATHER WATCH"ICE e WATER SHIELD AS MANUFACTURED BY GAF OR EQUAL.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS - -- - -- 12 12 2x10 ROOF RAFTERS,16"O.G. 1� �12 INSULATION PER H.E.R.S.RATER _ - - - - --- --- - -- \'GYPSUM BOARD INTERIOR FINISH PROVIDE"HURR!GANE"CLIP5 AT EACH RAFTER - - _ T 1_ j 1-1_` L- - PROVIDE CONTINUOUS VENTED SOFFITS,TYPICAL -- _ _ L ARCHED CEILING TO _ r T I LEI'i -- — --- - MATCH ARCH OF L 1 I T I L r 7- r, ---- -- — - DECORATIVE TRUSS BEYOND J T T I WINDOW --- — - -- - - _ BEDROOM BATHROOM - - — -- — --- -- -- -- --- —- ---- ---- � O�„ TJ I FJ @ Is" O.C. 1 2 X 6 CJ SPACED AS NEEDED FOR ARCH TYPICAL FLOOR CONSTRUCTION: TYPICAL WALL CONSTRUCTION: 1- FINISH FLOORING AS PER OWNER DOOR CEDAR SHINGLES,"PERFECTIONS"W/34 TO WEATHER �? ["T.e G.PLYWOOD SUB-FLOOR GLUED�SCREWED TO o AIR INFILTRATION BARRIER(TYVEK) BEYOND \'CDX PLYWOOD SHEATHING BY T.J.1.5 J 0 SERIES FLOOR JOISTS(AS MANUFACTURED O 0 D GR 0 o 2x6 WALL STUDS, C.C. ASTE BAT 00 6i BEDROOM 1`T BY TRUS JOIST MAGMILLAN)SPACED 16"O.C. I MASTER BEDROOM PROVIDE(1)1-["x11-]`L.V.L.RIM JOIST,TYPICAL o INSULA T ION PER H.E.R.S.RATER ENTIRE PERIMETER OF T.J.I.FLOOR SYSTEM \'GYPSUM BOARD INTERIOR FINISH I \'GYPSUM BOARD INTERIOR FINISH 12" SCaiU, RE PERMA �"4'TJI FJ @ 16" O.G. T I 1 1 CAST COLUMN r a l co . GRADE M -- TYPICAL SILL CONSTRUCTION: .'f:. f- . N GRADE 2x6 ACQ TREATED 51LL PLATE +;�.� (2)1-[xll-J"L.V.L. w �• 1 SILL SEAL INSULATION r`. = DROPPED GIRDER J ,f [�_ [__ __ __ TYPICAL BASEMENT WALL CONSTRUCTION: A &WF COPPER TERMITE SHIELD w (BEYOND) ¢ 2x8 TOP PLATE FIRE/SMOKE STOP PROPOSED BASEMENT W 3 TYPICAL BASEMENT WALL CONSTRUCTION: O ( ) l� }"-ANCHOR BOLTS,MIN.12'EMBEDMENT = PROPOSED BASEMENT z (1)2x4 TOP PLATE (P/O RECREATION)ROOM 361,O.C.MAX.5PAGING e WITH!N 12"FROM [�' = o (1)2x8 TOP PLATE(FIRE/SMOKE STOP) 2x4 WALL 5TUD5,16"O.C. �N CORNER OF EACH SILL SECTION�MIN.2 ;,� Z (P/O RECREATION)ROOM 34-STEEL COLUMN ¢ (1)2x4 TOP PLATE 2x4 AGQ SILL PLATE EXP.BOLTED TO SLAB ANCHORS PER SILL SECTION. : . (BEYOND) z 2x4 WALL STUDS, O.G. INSULATION PER H.E.Rs.RATER FLOORING TO BE SELECTED r- "ti R" FLOORING TO BE SELECTED ZD : 2x4 ACQ SILL PLATE EXP,BOLTED TO SLAB 1/2"GYPSUM BOARD INTERIOR FINISH 4"POURED CONCRETE SLAB TYPICAL FOUNDATION WALL: lc a 4"POURED CONCRETE SLAB v .,� INSULATION PER H.E.R.5.RATER OVER 6 MIL VAPOR BARRIER 8"POURED CONCRETE WALL WITH GRADE 60, OVER 6 MIL VAPOR BARRIER I 1/2"GYPSUM BOARD INTERIOR FINISH ON TOP OF WELL COMPACTED #6 STEEL VERTICAL RE-BARS @ 40"O.C., ON TOP OF WELL COMPACTED SOIL.PROVIDE\'PERIMETER #4 HORIZONTAL BAR 12"MAX.FROM TOP OF `r. SOIL.PROVIDE\'PERIMETER `j { EXPANSION JOINT. WALL AND(1)NO.4 BAR NEAR THIRD POINTS EXPANSION JOINT. O OF HEIGHT OF WALL KEYED TO AN 8"x16"(MINIMUM) �• POURED CONCRETE FOOTING REINFORCED WITH TWO(2)CONTINUOUS#4 BARS u] PROVIDE DAMP PROOFING 42`x42`x12"POURED w PROVIDE MIN.2"RIGID INSULATION(MIN.R-10)INSIDE CONCRETE FOOTING J hr- FACE OF FOOTING AND UNDER SLAB FOR TOTAL OF 4'-0' (BEYOND) I , W ENTIRE PERIMETER OF FOUNDATION V_ 1 I w 0) O N � SGALE:1/4"-1'-O" I I - � � I- Q NOTE:REFER TO TYPICAL.FASTENER SCHEDULES ON SHEET 10 FOR MORE INFORMATION I O N SCALE:I"_1'-O" w w TYPICAL ROOF CONSTRUCTION: (2)LAYERS 15#FELT PAPER N W 1/2"COX PLYWOOD SHEATHING 'WEATHER WATCH"ICE g WATER SHIELD AS MANUFACTURED BY GAF OR EQUAL.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS WC ROOF RAFTERS PER PLANS 2x4 COLLAR TIES PER PLANS 2x8 CEILING JOISTS,AS PER PLANS CLOSED CELL SPRAY FOAM INSULATION -- - ---- - - __=--- (R-6.5/INCH @ 7'=R-49) --------- - -�-- -- ---- --- 1/2"GYPSUM BOARD INTERIOR FINISH PROVIDE HURRICANE CLIPS AT EACH RAFTER -- - 12 -- - - - - — O ALLOWABLE DEFLECTION OFHEADER 5GHEDULFE �-- - - - -- ---- - - --------- — — ---- --- ----- ----- ---------- - -- -- - -- -- BERS FRAMING TO STRUCTURAL R30R1.,7�OF IRGEM ALL MATERIAL FOR WOOD O O -- --- - ------ --------- --- -_--- ---- -- - - -:-_- ----- -------- - -- HAVING SLOPES GREATER THAN DEFLECTION (2)2X6 L LUMBER SIZE: UP TO 4,_0, STRUCTURAL RAFTERS ------- - _, A 3 PTCH WITH NO FINISHED CEILINGS W -- 3 — -- — — - -- ------ ------ - (rl ATTACHED TO RAFTERS (2)2X8 4'-O'TO 6'-O" -------- ----------------- INTERIOR WALLS ff PARTITIONS H/180 (2)2X10 G-O"TO 6-O z (2)2X12 8-0'TO 10'-0" Lam_ FLOORS L/350 POSTS SHALL BE 4X4(NOMINAL) CEILINGS WITH BRIITLE FINI5''-E5 L/360 NOTE:ALL SIZES CALLED OUT ON ANY OF I-L ALL OTHER STRUCTURAL MEMBERS L/240 THE FOLLOWING DRAWINGS WILL SUPERCEDE 1 1i I- w EXTERIOR WALLS:WITH PLASTER H/360 THIS SCHEDULE. L '— TYPICAL WALL CON5TRUGTION: OR STUCCO FINISH — ,U EXTERIOR WALLS:WIND LOADS WITH H/240 w TI T ;_i 0 CEDAR PERFECTION SHINGLE EXTERIOR 51DING OTHER BRITTLE FINISHES W (n 1_[ L-I,..__L I AIR INFILTRATION BARRIER(TYVEK) EXTERIOR WALLS:WIND LOADS WITH L�20 OPEN TO a T 1 1 I 1/2"CDX PLYWOOD SHEATHING FLEXIBLE FIN15HE5 O r[� w TOP PLATE SPLICE REQUIREMENTS I 1 KITCHEN GREAT R OM WIG P. R. I, I cQ = 2x6 STUDS,AS PER PLANS EXTERIOR WALLS:WIND LOADS WITH V180 BEYOND -' 1 ! 1 1 CLOSED CELL SPRAY FOAM INSULATION FLEXIBLE FINISHES,INTERIOR GYPSUM (WFCM TABLE 3.21) z W Q LL (R-6.5/INCH @ 3.5"=R-21) BOARD FINISH - z �- _ 1 O 1/2"GYPSUM BOARD INTERIOR FINISH UNTELs SUPPORTING MA50NRY WALLS v600 BUILDING MINIMUM SPLICE I_. __- . .,---_-- _ - --_--- �- FLEXIBLE Fw15HEs DIMENSION(FT.): LENGTH(FT.): T 1�1_`TL_ILj u - NOTE:H=SPAN HEIGHT 12 -9 L=SPAN LENGTH W U Q ap ----- -1 _ 1 L ; T�; _ --6-- ap m 12" SCUARM PERMA w �- nl C. S. COLUMN 16 6 O O # l� . T I A TYPICAL BASEMENT WALL CONSTRUCTION: = TABLE OF MINIMUM COMPRESSIVE 24 10 Q Q U (1)2x8 TOP PLATE(FIRE/SMOKE STOP) TYPICAL FLOOR CONSTRUCTION: STRENGTH OF CONCRETE ITEMS 28 11 fl = Ul (1)2x4 TOP PLATE 32 13 2x4 WALL STUDS,16"O.G. FINISH FLOORING A5 PER OWNER/BUILDER AGREEMENT PER TABLE R402.2 FOR SEVERE EXPOSURE 2x4 ACQ SILL PLATE EXP.BOLTED TO SLAB ['T.e G.PLYWOOD SUB-FLOOR GLUED E SCREWED TO TYPICAL FOUNDATION WALL: 36 14 - INSULATION PER H.E.R.S.RATER 11-]"T.J.1.560 SERIES FLOOR JOISTS(AS MANUFACTURED 10"POURED CONCRETE WALL WITH GRADE 60, MINIMUM SPECIFIED QF 1/2"GYPSUM BOARD INTERIOR FINISH TYPE OR LOCATIONS OF 40 16 PROPOSED BASEMENT BY TRUS JOIST MACMILLAN)16"O.C. #5 STEEL VERTICAL RE-BAR @ 48"O.C., COMPRESSIVE STENGTH � "�• CONCRETE CONSTRUCTION (P/O RECREATION ROOM UNLESS OTHERWISE NOTED,PROVIDE(1)1-("x14"L.V.L. #4 HORIZONTAL BAR 12"MAX.FROM TOP OF (f AT 28 DAYS,psi) 50 20 RIM JOIST,ENTIRE PERIMETER OF T.J.I.FLOOR SYSTEM WALL ff#4 HORIZ.BAR AT MID-HEIGHT OF WALL KEYED TO AN 1O`x2O`(MINIMUM) 60 24 !� FLOORING TO BE SELECTED POURED CONCRETE FOOTING BASEMENT WALLS, FOUNDATIONS & OTHER 2,500 a 70 28 4"POURED CONCRETE SLAB CONCRETE NOT EXPOSED TO THE WEATHER OVER 6 MIL VAPOR BARRIER REINFORCED WITH TWO(2)CONTINUOUS#4 BARS PROVIDE DAMP PROOFING BASEMENT SLABS & INTERIOR SLABS ON a 80 32 ON TOP OF WELL COMPACTED PROVIDE 4'TOTAL LENGTH OF 2"RIGID INSULATION GRADE EXCEPT GARAGE FLOOR SLABS 2,500 1.TABULATED SPLICE LENGTHS TOP PLATE TO TOP 07041.6 SOIL.PROVIDE\'PERIMETER BOARD(R-10)AT FOOTING/UNDER SLAB A5 5HOWN BASEMENT WALLS, FOUNDATION WALLS, PLAT E CONNECTION SHALL NOT HAVE MORE THAN EXPANSION JOINT. PROVIDE DAMP-PROOFING b 2-16d NAILS PER 6 INCHES Rp/ NAB EXTERIOR WALLS & OTHER VERICAL 3,000 CONCRETE WORK EXPOSED TO THE WEATHER 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING - LOCATED IN EXPOSURE B OR C DEC,2020 PORCHES,CARPORT SLABS AND STEPS 3,500 a'b 3.TOP PLATES SHALL BE A M'NIMUM OF STUD GRADE DEeK�Bn eCatB EXPOSED TO THE WEATHER, AND GARAGE MATERIAL SA. AS NOTED T FLOOR SLAB aver SE C I 10 N I C I SCALE:I"=1'-O., a.CONCRETE IN THESE LOCATIONS THAT MAY BE 5UBJECT TO FREEZING J.L.M. J.B. AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED DpAVgN, CONCRETE IN ACCORDANCE WITH FOOTNOTE b. b.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT OF BY VOLUME OF CONCRETE)SHALL BE LESS THAN 6%OR MORE THAN 7% 1 14 V/INDOW 5GHEDULE DOOR SCHEDULE WINDO SQ. FT. CLEAR W TAG WINDOW SIZE DESCRIPTION MANUFACTURER MFG # GLASS U-VAL VENT OPENING QN DOO 5Q. FT. CLEAR R DOOR SIZE DESCRIPTION MANUFACTURER MFG # GLASS U-VAL OPENING QTY 5'-2 3/4"X TAG Wt CASEMENT ANDERSEN GX25 20.70 0.32 19.30 9.80 4 D1 3�_p/8'X 6'_1O/e FRENGHWOOD ANDERSEN FWHOO611 4'-11�/a' 1 3 W2 2'-11 151,r'X 4'-0" CASEMENT ANDERSEN CXW14 0.50 0.32 8.90 0.00 1 1HINGED D2 3'4/6"X G'-10%" FREINCHWOOD ANDERSEN FWH316115 W3 3-1%"X 4'-91/4" CASEMENT ANDERSEN GX15-3 10.80 0.32 5.93 5.92 1 STATIONARY D3 4'_11%4'>(7-11%2" FRENGHWOOD ANDERSEN FWH5080 0)U5P-L5TA30 57RAP AT HINGED EACH PAIR OF OPPOSING 2'-4%"X 5'-4 RAFTERS CONNECTING RAFTERS W4 13 CASEMENT ANDERSEN GW155 10.00 0.32 9.6 9.4 4 D4 2'-6%2'X 7-11%2' FRENCHWOOD ANDERSEN FWH27805 TO RIDGE-(22)10d NAILS TOTAL l6 STATIONARY T-8%2°X D5 11'-9"X 7-11%2' FRENGHWOOD ANDERSEN FWG12080 ALL ARCHITECTURAL AND W5 CASEMENT ANDERSEN GN155 6.7 0.32 6.0 4.2 4 GLIDING 5-413/� D6 FRENGHWOOD ANDERSEN FWHOO58 THREE TAB ROOF SHINGLES 5'-11%4'X 6'-7%2" TO RECEIVE(6)FASTENERS PER SHINGLE W6 4'-0"X 4'-11 7/8' PICTURE ANDERSEN P4055 2.14 0.32 N/A N/A 2 HINGED D7 2'-6%8'X 0-7/2' FRENGHWOOD ANDERSEN FWH2768 W7 4'-8%2'X CASEMENT ANDERSEN CW255 20.00 0.32 19.0 9.4 2 HINGED 5-413/6' 10 SHEATHING TO RUN TO (1)USP-LSTA30 STRAP AT W8 4'-8%2'X 4'-117/8' CASEMENT ANDERSEN GW25 18.30 0.32 18.0 8.6 4 TOP PLATE�BE FASTENED EACH PAIR OF OPPOSING W/rod DEFORMED SHANK RAFTERS CONNECTING RAFTERS W9 2-0"X 2'"1115/6' OVAL ANDERSEN OVL2030 3.20 0.32 N/A N/A 1 t�l --T NAILS AT G"D.G.AT EDGES TO RIDGE-(22)10d NAILS TOTAL l I ALL ARCHITECTURAL AND W10 CUSTOM ARCH TOP UNIT ANDERSEN 1 THREE TAB ROOF 5HINGLE5 Q 0)U5P-RT20 HURRICANE ANCHOR TO RECEIVE(6)FASTENERS W11 CUSTOM ARCH TOP UNIT ANDERSEN - 1 0 AT EACH RAFTER PER SHINGLE \"GYPSUM BOARD INTERIOR RAFTER SPACING 16"C.C.MAX. W12 2'-4%"X 4'-0" CASEMENT ANDERSEN GVV14 7.20 0.32 7.10 6.80 2 FINISH.1-)"LONG TYPE"W" (9)8d NAILS INTO RAFTER SCREWS AT 12"O.G.PER (4)8d NAILS INTO PLATES TABLE R-702.3.5 (9)8d NAILS INTO STUDS 1 1 1 cv AT CATHEDRAL CEILING,PROVIDE U58 RAFTER SUPPORT CONNECTORS SHEATHING TO RUN TO MODEL NO.MP9 AT EACH RAFTER/ TOP PLATE�BE FASTENED VINYL SIDING,0.12 NAIL,1-\"LONG RIDGE CONNECTION.(EA.SIDE OF W/6d DEFORMED SHANK AT EACH STUD RIDGE)PROVIDE(6)10d NAILS IN I NAILS AT 6"D.C.AT EDGES RAFTER e(6)10d NAILS IN RIDGE 0)USP KLFTA CONNECTOR AT 16"O.C. ROOF DECK JOISTS 06)10d FASTENERS TO STUDS. (1)USP-RT20 HURRICANE ANCHOR 5P-R77 HURRICANE ANCHORS ALL ARCHITECTURAL AND AT EACH RAFTER (ilT T EACH JOIST. THREE TAB ROOF SHINGLES O \"GYPSUM BOARD INTERIOR RAFTER SPACING 16"D.C.MAX. c TO RECEIVE(6)FASTENERS FIN'SH CEILING SE(5)8d NAILS AT HEADER FINISH.1-}"LONG TYPE'W' (9)8d NAILS INTO RAFTER SE(5)8d NALS AT JOISTS --T�` PER SHINGLE SCREWS AT 12"O.G.PER (4)8d NAILS INTO PLATES TABLE R-702.3.5 (9)8d NAILS INTO STUDS l�I THERMOSTAT 7,16"APA RATED 7l16"APA RATED ROPPED HEADER A USP-R RA HURRICANE ANCHOR SEGUR 7Y CONTROL PANEL 0 DROPPED HEA ER � AT EACH RAFTER 2" 3" EXTERIOR SHEATHING EXTERIOR SHEATHING RAFTER SPACING 16'O.G.MAX. FASTENED TO WALL STUDS W/ FASTENED TO WALL STUDS W/ (9)8d NAILS INTO RAFTER 6d DEFORMED SHANK NAILS Gd DEFORMED SHANK NAILS ( ) 9 8d NAILS INTO HEADER LIGHT SWITCH AT 12"O.C. AT 12"O.C. I I W17GH OUTLET) IN CASE THERE ARE SMORE SWITCHES THAN 4 USP PBE544 P05T CAP I IADD ADDITIONAL 5YMETRICAL OUTLET GANGS(1)USP PBE544 P05T CAP cv O MEET A MIN,UPLIFT OF I ; TO MEET A MIN.UPLIFT OF Ul a ABOVE(6 3+3 OR 5=3+2) s- 1400 psi WOOD BEARING p I � 1400 psi WOOD BEARING �+ VINYL SIDING,0.12 NAIL,1-\"LONG I I CAPACITY-NAIL SIZE AT EACH STUD I I AND QUANTITY I CAPACITY-NAIL SIZE m I I AND QUANTITY w 4 I� I AS PER MODEL NUMBER I I z DUPLEX OUTLETin / I I I AS PER MODEL NUMBER TELEPHONE TV OUTLETS- REFER / TO MANUFACTURER I O �q O 6d DEFORMED SHANK OR ANNULAR \ REFER TO MANUFACTURER o Z RING NAILS D 6"O.G. 6d DEFORMED SHANK NAILS i BASE Q �n I I I AT G"D.G.ALL PLYWOOD EDGES TI -44 ~ ALL PLYWOOD EDGES / COLUMN COVER AS PER PLANS 4 COLUMN COVER A5 PER PLANS �cj*jANCHOR BOLTS,SPACED PER I (n Ld ANCHOR BOLTS,SPACED PER w wPLANS AND WITHIN 12"FROM END PLANS AND WITHIN 12"FROM END ; _jOF EACH PLATE SECTION.BOLT SHALL OF EACH PLATE SECTION.BOLT SHALL T1 PRESSURE TREATED P05T I I FINISHED FLOOR EXTEND 12"INTO CONCRETE FOUNDATION EXTEND 12"INTO CONCRETE FOUNDATION 1i i I 4x4 PRESSURE TREATED POST U w C� TYPICAL INTERIOR ELEVATION A • USP PAU44 OR APPROVED EQUAL . USP PAU44 OR APPROVED EQUAL ZFOR ELECTRIC DEVICES �' ° POST HOLDER EMBEDDED IN CONCRETE P057 HOLDER EMBEDDED IN GONG. NOT TO SCALE I� .--I w Lo FASTEN TO POST W/12-16d NAILS FASTEN TO P05T W/12-16d NAILS 1 w • m J(n �- :1 E-CONCRETE FOUNDATION CONCRETE FOUNDATION N W � TYPICAL TWO STORY WALL TYPICAL ONE STORY WALL TYPICAL FASTENER TYPICAL FASTENER FASTENER SCHEDULE FASTENER SCHEDULE SCHEDULE @ COLUMNS SCHEDULE @ COLUMNS NOT TO SCALE NOT TO SCALE NOT TO SCALE (AT ROOF DECK) NOT TO SCALE (AT COIVERED PATIO) TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS 4" THRU VENT 4" THRU VENT FOR PLUMBING FIXTURES PLUMBING TRAP SIZE FIXTURES MINIMUM (INCHES) r 2'V. BATHTUB (WITH O O v," 2" ,y° ,Y�" 1y" 2, 1/" OF WITHOUT Z W ly'. 1v�° v�" SHOWER HEAD I u OI 1 y�" /�' AND/OR 11/2 W z 2 V. V. A5H T2. 1 W.C. W.G. WHIRLPOOL Z �p R SH R. ATTACHMENT) cV 2° 2° 2° BIDET 1 1/4" 2" 4, 4, 2" CLOTHES (� ~ w WASHER 2" LL W w NOTES: STANDPIPE O 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 DISHWASHER (ON 1 Y2„ Z W f 2v O 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON SEPARATE TRAP) � Z FLOOR DRAIN 2" 0 Lu ,/2° 2" 1Y�" 1Y�° 1%^ 2, 1Y<-° 1v�° 3.WATER SUPPLY PIPING SHALL BE COPPER(ASTM B-42) 1v�" 1v�' ,,�� ,Y�,� KITCHEN SINK � 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) 2° T 721, (ONE OR TWO d O # V. V. V. V. 5 N K W.G. W.G. W.C. TRAPS, WITH OR O J WITHOUT 1Y2 _ SH R. 5H R. I F.A.I. DISHWASHER FIRST FLOOR, 2" 2" 2" 2" 2" I 2„ 4, 4„ 2„ 4„ AND GARBAGE O 1 2'V. 1/2'. 2" 1Y2° HOUSE TRAP GRINDER) DRAIN LINE LAUNDRY TUB A`?.;, TO SEPTIC SYSTEM (ONE OR MORE 1 Y211 COMPARTMENTS) W.C. PR PLUMBING RISER SH R. �NZGALE LAVATORY 1 Y2" R FINISHED BASEMENT 2° SHOWER 21, oFEss�oN DEG,2020 2 4" WATER CL05ET NOTE A DEDOND ft SCAM S.A. AS NOTED en J.B. A. CONSULT FIXTURE STANDARDS oMW, ?0, FOR TRAP DIMENSIONS of OF SPECIFIC BOWLS 15 NAILING SCHEDULE (EXPOSURE "B") JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS _ ROOF FRAMING 2X sTJDS,SEE PLANS 2X STUDS,SEE PLANS • , RAFTER TO TOP PLATE (TOE-NAILED) 4 - ad 3 - 10d PER RAFTER ' CEILING J015T TO TOP PLATE (TOE-NAILED) 4 -8d 3 -iod PER J015T 2X PLATE,SEE PI ANS , CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) suB-FLOOR,SEE PLANS ' • ' • s I P� RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 - 40d ' �2 M JOIST,SEE PLANS CORNER STUD CONNECTED TO , 4:12 17- led 17- 40d ' ' ' ' ' • TRANSFER SHEAR 5:12 14 -16d 14 - 40d EACH LAP '• • • , , , 2'6d COMMON NALS,3"O.C. ' MIN.10'LENGTH&'IN.31/2'P20JECT,ON 7:12 10 - 16d 10 - 40d usP LsrA21 STRAP Ar , 0:12 AND GREATER 8 - 16d 8 - 40d EACH STUD.FAsrev ' • • 1 USP LSTA215T2AP AT ' • • ' . , W/(16)10d,1-\'LG.NAILS � � , EACH STJD.FASTEN USP UPHDB 02 APPROVED EQUAL ' EACH GOIL STRAP SHALL FASTEN W/ 24 1/4X3 WOOD 5G2EW5 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) (NOTSHLAP ERSILLRLATE cHcoasT�a�s vLs ) ' ', , , (NOT SHOWY F02 CLARITY ' , LAP UNDER SILL PLATE It P V RAFTER SLOPE: 3:12 22 - 16d 22 - 40d 1 PURPOSES) MN.4'ABOVE 5 LL ON G \p0� p-ALL THREAD ROD OTHER SIDE Or WALL STUDS •, FASTEN EN4°CONNECTOR,LO.'O.G. (NOT SHOWN=02 CLARTY 4:12 17- 16d 17- 40d 31/2 , • 31/2• ' 5:12 14 - 16d 14 - 40d (MIN•) FASTEN W/(12)8d,1-\'LG.NAILS (�I N,) PJ2POSE5) < EACH LAP 7:12 10 - 16d 10 - 40d ANCHOR BOLTS,5PACED ANCHOR BOLTS,SPACED PER PLANS PER PLANS ]"-x2-3/16'MIN.LONG COJPLER TO 0:12 AND GREATER 8 - 16d 8 - 40d MIN.3"X 3"WASHER$NUT M N.3'X 3"WASHER$NUT W THSTAND A TENSION LOAD OF 11510 LBS. USP LBPS12 USP LBP512 2x6 P.T.SILL PLATE 2x4 P.T.5'LL PLATE COLLAR TIE TO RAFTER (FACE-NAILED) I RAFTER SLOPE: 3:12 7- 10d 7- 12d COPPER TERMITE 5H ELD COPPER TER'TE SHIELD 4:12 6 - 10d 6 - 12d E FOJNDATION WALL E FOUNDATON WALL Q 3:12 5 - 10d 4 - 12d PER TIE NOTE: 'VOTE: ,. � :•�' 6:12 AND GREATER 4 - 10d 4 - 12d ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN ALL PETAL HANGERS,GuPS,NALS,BOLTS SCREWS,ETC.V ! /, L U5P 575:.28 ANCHORS OR DIRECT CONTACT W T'H PRESSURE TREATED LU"BER TO BE D REGT CONTACT WITH PRESS-RE TREATED L'JMBE2 TO BE v APPROVED EQUAL.MIN. TR.PLE GIPPED GALVANIZED MEMBERS APPROVED 8Y T2?LE D PPEO GALVANIZED ME BE25 APPROVED BY EMBEDMENT 7" N BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END MIANJ-AGTURERTO RESIST CORROSON FRO'v2E55JaE MANJFACTJRERTO RESIST CORROSONFa°IPRESS-RE t ,: TREATED L'JMBE2 TREATED LUMBER RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 -16d EACH END 1 TYPICAL SILL CONNECTIONS 1 TYPICAL SILL CONNECTIONS 2 TYPICAL FIRST FLOOR WALL FRAMING 2 NOT TO SCALE (AT BASEMENT CONSTRUCTION) 12 NOT TO SCALE (AT SLAB CONSTRUCTION) 12 TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d � 2 -16d i PER FOOT 1 CORNER HOEDOWN TOP PLATES AT INTERSECTIONS (FACE-NAILED NOT TO SCALE O) 4 - 16d 5 - 16d JOINTS -EACH SIDE TOP PLATES u E HEADER PER PLANS STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.G. HEADER SEE PLANS O'JSP-LSTA3o STRAP AT EACH PAIR OF OPPOSING RAPTER5 CONNECTING RAFTERS HEADER TO HEADER (FACE-NAILED) 16d 16d 10" CC; USP MP4=GONNEGT02,16'O.G.ALONG EDGES To RDOE-(22)1od NAILS TOTAL FASTEN W/(12)8d,14 LG.NAILS TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - 16d 2 - 40d PER STUD JPSR525OGO LED STRAP MIN.(z)zxaATFRA IEDoPENNGs t-• OR APPROVED EQJAL FRO' ALL ARG4TECTURAL AND STUD TO HEADER MIN.24'LONG oo 1,2 1,2 BOTTOM PLATE TO FLOOR JOIST, BAN DJOIST, ENDJOIST OR 2 -16d 2 - 16d PER FOOT AT ALL HEADER LOCATIONS THREE TAB ROOF S'H NGLESFASTEN W/(18)ad NALS sHEATHNG PER PLANS To REGE VE(6)FASTENERS BLOCKING (FACE-NAILED) _l f ?E2 5�VOLE FLOOR FRAMING JSP.H RA TER2GANEANCHOR 2x STUDS J5P 25250 COGO LED STRAP DROPPED H E2 —� AT EACH RAFTER � >.. SEE PLANS FOR SIZE OR APPROVED EQJAL FROM RATER SPACING 16'O.C.MAX. �� 5 ILL TO TOP PLATE (9)8d NALS',NTO RAFTER JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST VPLYWOOD51EATHNOINSDE ' (9)Bd NAILS'VTOHEADER (n AND OJT5 DE FACE 0°5TJD5 5EGJRED EXTERIOR I I W T'H 8d NAILS 4'O.G.AT PANEL EDGE5 j (1)U5P PBE544 P05T GAP w W BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - lOd EACH END VIEW I I HOLODOWNCONNECTORS-2=_=E¢TO i 14 0EETA WOOD Z 'TYPGAL ONE STORY/5LAB CORNER i 1400 psi WOOD BEARING W GAPAG TY-NA I L S ZE HOLCDOWV DETAIL' AND QJANTTY _ BLOCKING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END AS PER MODEL vu'BER JPS R5250 COILED STRAP I I n I I 5 LL PLATE-REFER TO 7YP CAL REFER TO^'IAV'J°ACTURER f V t OR APPROVED EQJAL FROM SILL GOVNEGT'ONS @SLAB"DETAIL U LL• I BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK STJD To HEADER M v.24'LONG �[] AT ALL HEADER LOCATIONS 1 GOLU"'N COVER AS 5PEGF ED 1Ld °ASTEN Wi 08)8d NA LS POJRED CONCRETE WALL j _j O LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 - 16d EACH JOIST R JOST I I I I i i W 4x4 PRE55JRE TREATED POST & W J ,— J015T ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 10d PER JOIST l/ ' ' (VW (y) NOTE: BAND JOIST TO JOIST END-NAILED 3 - 16d 4 -16d PER JOIST CONCRETE THIS SCHEDULE ALSO APPLIES FOR CONDITIONS i i �� N m ( ) FOUNDATION OVERHEAD DOOR OPENINGS AT BUILDING CORNER LISP PA'J44 OR APPROVED EQJAL P05T HOLDER E`SEDDED N CONG. BAND JOIST TO SILL OR TOP PLATE (TIDE-NAILED) 2 -16d 2 - 16d PER FOOT q. TYPICAL EXTERIOR FRAMED 5 TYPICAL GARAGE WALL FASTEN T°POST W12-,6dNAILS a. ROOF SHEATHING 12 OPENING FASTENER SCHEDULE 12 RETURNS FASTENER SCHEDULE E `ONGRETEF "DATIQN STRUCTURAL PANELS: PANEL INTERMEDIATE NOT TO SCALE NOT TO SCALE EDGES SUPPORTS TYPICAL FASTENER SCHEDULE INTERIOR ZONE 5 8d 10d 41, 6'l AT COVEREDD ENTRY/PATIO PERIMETER EDGE ZONE 5 8d 10d 4" 4 ' . CORNER STJD CONNECTED TO NOT TO SCALE • TRANSFER SHEAR GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" 2-166 COMMON NA L5,31 O.C. O ' MN.19 LENGTH&"N.31/2'PROJECTION NOTES: • O CEILING SHEATHING JSPJP-080:Z APPROVED EQ'JAL 1. USE U5P LUMBER FASTENERS OR APPROVED EQUAL. h • FASTEN W/(24)1/4X3 WOOD SCREWS 1 2.THESE SCHEDULE5 MEET UP TO 130 M.P.H. WIND GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE /10" FIELD CORNER STJD CONNECTED TO � LOAD CRITERIA. ~ • TRANSFER SHEAR \O� 7/8'ALL THREAD 20D O �', 2-16d COMMON NA'L5,3"O.C. W A L L S H E A T H I N G MIN.1o"LENGTH S M,N.31/2"PROJEGTON o_ ''• LISP PH08 OR APPROVED EQJAL STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE FASTEN W/(24)1/4X3 WOODSCREWS W ' EDGES SUPPORTS CORNER D CONNECTED TO Z J INTERIOR ZONE 6 8d 10d roll12" h\o P MIN.]'-ANCHORS E"BEDOED TRAYS=E¢S F ZQ F^�1U IN CCVG.',N.EMBEDMENT 7' JSP JPHDa 02 APPROVED EQJAL 4' EDGE ZONE 6 8d 10d 6" 6„ i i �4 FASTEN Wi(24)1/4X3 WOOD SCREWS j E- FIBERBOARD PANELS: ~ W 7/16" 6d 3 - 3" EDGE / 6" FIELD 1L w 25/32" 8d 3 - 3" EDGE / 6" FIELD 2a TYPICAL ONE STORY/SLAB 3 TYPICAL SECOND FLOOR W o GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE /10" FIELD 12 CORNER HOEDOWN 12 CORNER HOEDOWN _Z W o � PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER NOT TO SCALE NOT TO SCALE z 0 w ♦- ROOF FRAMING SIMPSON G20 CONNECTOR ROOF FRAMING wFLOOR SHEATHING Q SIMP50N C520 CONNECTOR �JJ DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF O (�� O # STRUCTURAL PANELS: LIIL F_ 1" OR LE55 8d 10d 6" EDGE /12" FIELD -� GREATER THAN 1" 10d 16d 6" EDGE /6" FIELD d = CRIPPLE STUDS CRIPPLE STUDS 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED roll ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL HEADER SIMPSON ST 2215 CONNECTOR HEADER SIMPSON MSTC28 CONNECTOR BE DOUBLED, OR ALTERNATE COINNEC D TORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. HEADER STUDS NOTE: HEADER STUDS �'' ` UPLIFT CONNECTION 15 REQUIRED AT EACH END OF HEADER AND AT BOTTOM y 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO OF HEADER STUDS IN ADDITION TO BE REDUCED TO 1 - 16d PER FOOT,, 4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-O" TO 12-O" JF ' ;?o41g �? TOP AND BOTTOM OF CRIPPLES FESS1�+�� 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; GHECK IBG FOR ADDITIONAL REQUIREMENTS. I ,�;, DAM FULL LENGTH FULL LENGTH - DEG,2020 4-. ALL QUANTITIES ARE BASED ON 16" OG SPACING FOR RAFTERS, JOISTS AND STUDS. WALL STUDS WALL STUDS SCAB UPLI 5A. AS NOTED 51MP50N ST2215 CONNEG70R 51MP50N M5TG28 CONNECTOR Dw�VMn a�ft NNE TOR J.L.M. J.B. 5. FOR ROOF SHEATHING WITHIN .4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, QU194 THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. OF17(5. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. HEADER TIE DOWN DETAILS 16 - - - - I - Aopp"%., �Aoow%*A� AV% Ap"'1416, - am Adplft� � > //�!� I //=-*!> I � 0 1 0 f C*V , //�!� rrlv I J %I%, � VN4L �= I U()� �= 4UN 4 . I . � 1 4 �� U(D -L= 1A, \\ I / -94 ,,,,,'" . ,,,, 11 , ��,�,, ,-vl'llz ��, I"........"." 0 G Attic scuttle , , I. , ,, , . , ,,---, m ,I\ I, Se,al ligN,,and ,,111111111111 .�� ... I'll, F�an V�,"fal,"Mug ,:,, . � ., , , , , , - , , , , ,_ ,"', . '. '.� - , -teyic�vv, , - . I ,- � e,,, 0"eatedt -,eiv fa,ns I , , ,,, �,7�::::.�-�,,.� balti� -)t� ,��m� N I 1 03�12(R4033,2)SEALING .... , I_� � ',".. . . . I�wu',, ton d N I 10 1.14(R40 1.�)M. ANDATORY:(APPLICABLE) �11 � at peneitta.',�-cin R)cdiin� '.P Air sealing key points "�,....� , �,"t. :: �'J drym nrw, "i,�--fil -IALL BE COMPLETED ,,,IANDATORY):(APPLICARLF) _� , "Ll- .. .11- � '. . r 'r t'tim A PERMANENT CERTI FIC,ATE S1 (\ '_,� � , 4�;, 1 irls�itlufkrl Non H"Idn I:�L'Pu,s�"'�up z,-"Id- BY THt'.IR11-DER OR REGISTER.T.-A)Dt'.'SIGN DIJCTS,AIR HANDLERS&FILTER BOXES SHAI.L RE ,�,�� , z _-:1 I L i,,� �� , . I I I " , 11 � I , 11, I . . 'Ai - , � .1 1�:� 1* faffin',,,Ivo'<10_� *A r"I the v,,q SEALED.JOINIS&SE \,ISSIIALI-,COMIIL,YWI*f'IITIft,'. ,� .: . 1. � :1 .. k. I_` I , ,10f,z,:t=A-,s', PROFESSIONAL AND POSTED ON A WALL IN THE I I, Plate and w�fll penetrations bphu-nbing zind el�,_Iric,af 1i �i . ; .1 :� -I � " ' � 'i : ,V 1. 11 i:". il"'n�"%\, P�aid i�l-i Ilalw.,r� SPACE WHERE THE FURNACE IS LOCATED,A 2015 INTER NATIONAL MFCIIANICAL CODE OR 2, Tub1shower on mitsido or,qt1ic ,,v,1R : I I 11111 I i 4 t IA ,Z UTILITY ROOM OR AN APPROVED LOCATION INSIDE SECTION M 1601.4.1 OF THIS CODE.AS APPLICABLE. A . .: i . , I . : I A. - . : .. .. i, plu,��liall . . 3. Window and door rough openlng,.�; / � 1�_ Window rough opening Attic knee-walls ) � THE BUILDING.WHERE LOCATED ON AN 11...I I..... �.....�...I........ 11 f 1 I / . . '- "" - " -) ",:� ,�J, EXCEPTION: 4. Airtight. IC-rated recessed Ijgb*ki3 and el.ectricad fi',,0ure-,, � -I I - , - , 1t 'l�, �J ICTRICAL PANEL.THE CERTIFICATE SHALL NOT . ."I... :1.��: , )t :.�.: E L17 / 1%. ... �., ".. .. �.� i. r', : 1�� k, ,. �.i ...� . COVER OR OBSTRUCTTHE VISIBILITY OF THE I.AIR-IMPERMEABLE SPRAY FOAM PRODUCTS : :.%: , �.. .: , � ...."'. * �41i.....�,, I,,��,1./ � ;, i,I��,,"'�� , � exposed to attic , - . - -_ - .... I I " , /I I k , : SHALL.BE PERMITTED TO BE APPLIED WITHOUT s"-ml a I r I i "I AVk . , gf,t r -ra T(.'f,I ": .i:%i� '? , )� �� X .� i - . CIRCUIT DIRECTORY LABEL,SERVICE DISCONNECT .... il � ,"�,I,"h 1�mi�� ... - 11 ....� .1% .�: ': , " . 5. Extorior vvall oxhaust fan tprrriinatlom� 0 �4,�,t�,�kI.c.,��iti�-,hti'i��iiie�, I I- . ...... 11,"..... ........_. .. : 6141 :I ...1. �i.V",R_,,�_,,,�\_ . �: .,��, . � :!1-1., :. 11 � W .�. :�,-:"'_�'-_,�_�1,11,I ��.�: LABEL OR OTHER REQUIRED LABELS,THE ADDITIONAL JOINT SF'ALS, _ � .: . ., ___ ;v� : � , 6, Coiling mounted bath fans,sppakcr,7,etc, to f�tr',,,lvalf I � _,;%"4', -----------�...0'_ . CERTIFICATE SHALL LIST THE PREDOMINANT I " , I I t"i � ��,,i:'-'_,Z,-_ ....� 2,FOR DUCTS HAVING A STATIC PRESSURE - I __ --I-, ,-. ."n u-, - . . I 0� -... 11 -, t : . i C,?wlk and se,i] b " __ -, , 7� Bottom plate and%xi plate I ,1� I .. :: A: � . , , ,�,i- I 11A ::-�:-.,.:::�.-..-.:: ,_ . I - I I Z.� � . � -I ** , A i,': ., I � I I I � 11 I COLUMN(5001'a),ADDITIONAL CLOSURE SYSTEMS :'' 8, Seams betw"n rigid mqorior shc,athing I : . : CEILINGIROOF,WALLS,FOUNDATION&DUCTS . I :,1,11, �,'N�, : � I I, Air�vnl : , � ; I iri,wlalo and imtail � i� : il`\�' - , :1. : Tom OITFSIDE CONDITIONED SPACES,U-FACTORS FOR SHALL,NOT BE REQUIRED FOR CONTINUOUSLY � 4, � JI.. I", " * / I" , * . . . abc,f,t mal'u,tial I . I\�. !�I,n �t 9, Band area between floors,co,69oried,spw,,e art,d ai�,,: 0 1 � .:: �I� � I t ,�--,_ N,� ,. � / WELDED JOINTI'�AND SEAMS,AND LOCKING-TYPE L" , , : .: , !)�,hirid ba - i I �.,i , i 4,11" I., I '! . FENESTRATION AND THE SOLAR HEAT GAIN I I 10, Garden tub on exteriot wall tht 3"), i -11_1 Ll : 1, I Z Id I 1:�",Wv�,,��",\"".",\�\",..! . .1, __ I :q , � I ..1.11-1.......I � :1 - *`W ..." ,1: COEFFICIENT(SlIGC)OF FENESTRATION,ANY)THE JOINTS AND SA'ANIS OF OTHERTHAN THE . . . . . . I : , : " � , .. �1. : � :, . .. ill f", � .i�,�"��,�," I.,W..ii�'*`I.�.�...�. : RESULTS FROM ANY REQUIRED DUCT SYSTEM AND SNAP-LOCK&BuTToN-LOCK TYPES. ..'. .. : . 11, Mechartic,�*0 equip'mwnt;.,mct duc,Wvork ch,',tse,s ho 10 1, .1.1 � 'AttIcs,C - kmi` to, f-'U"dof"\*N I . , � .�. __.. 4 : , ,rawlspaccz .11, I � � , � . . .,�".. , . svn I Pkirnbing I I :JJ * � 1 1,�j'.:i: .'�W. : Attic pull-down stairs BUILDING ENVELOPE AIR LEAKAGETESTING[)ONE � ," " , :" , i � . -z ! ON THE BUILDING.WHERETHFRE IS MORE THAN - pace Oectric,-fl boxf�,� ; I I I ___ .'��I" ��,�_11.:.:.�:1!1-il: NI 102.23(R402.2.3)EAVE BAFFLE. R . I........:i. ....:... .. , .... .. ,� %�.� - 'ABLE INSULATION IN VENTED g/ciro�, 12 ,*I�n,ffafn,�, 11� .i�.. I 1� 1�:, , W. R,,,,, I'�,,�Im"'k�01,Msl�',�for P",II<10�,�,alf, ONE VALUT,FOR EACH COMPONENT.THE 12, ceifirx vf's r',�, .::: ,_. I A �r FOR AIR-PERMIL a , :..: "I'll .. � . , ; : . , 11, Cr,`Iing/6r,ivvI,,,,p8ck-, HVAC bo0s I .�.. �. I I 1- ','Tt"_,� ,__'....... ,l V Im,�.,4 W ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT 1 . :1:1� .:. J Z __._ - . CERTIFICATE SHALL LIST TFIE'.VALUE COVERINO I . �:.:� . 1, - 7�::�i..- .. I """' I THE'LARGESTAREA.THE CERTIFICATE SHALL LIST' TO SOFFIT AND EAVE VENTS.BAFFLES SHALL 14� Shownr and tub drain line - 1: - i� 1,�",SVIZ�On<,,,,,��16'r"lg"��%�,,�, ,� (,O*�I*.��Xp�:tzes��n . _ .. � I I we"',liler'Orlp rl",)ar too,"Zo, .. I "" , �� :� � . . I . I I 5� Firoplaco insorts Wridwv ,.��: , "D-I- ]."I : . f,%:�z, . �I - - - rliz�,iii iilluiiht�on ,,,,-Z�n i r I t',,I il a I Ac 1,11.��:18 I THE SIZE 0;,-THE VENT.THE B FFLESTIALL EXTEND I I I I (N - . ,11 doors _nloei I .�, :. . :�� : � . I � I 11, -IEATIN 2 . 16, Attic,lknee�va , t ,J� 0- S( ..i:�� ,"1. 111V�I 1, .",I.-VI., ; COOLING AND SERVICE WATER I I G I . lWas"' d -1 1").,* r ,� ". " , ,� EQUIPMENTWHERE A GAS-FIRED UNVENTED ROOM - � into roovh : A: .�e-,*: i * I I i ��., �" �1, " �, Y. - ,� , i ; OVFRTHE TOP OF THE ATTIC INSULATION,THE. - I i� * . �:;��: * ,* , 17, Joist ci�ivjtle,s,und(,,,�r aMc kneo,omfls :.�.: - I 1, 1% I \ � I * �. ". I � : ?t j,� ,,,,I�,! Y'� � ? � : !:: i � � opr�fiftl .. :;::::1:: � i A ri� I 'k, �- I P ',,� II , : HEATER,ELECTRIC FURNACE,Oft BASEBOARD I IfTTFD TO BI-',ANY SOLID :. ,1 %. .:::::::. � . 0 � �:. 1. ,� � � 't , BAFFLE SHALL BE PERN , .. " 1 1,� '. mi! . % Ramition L)0twf,.,on c,elling hlo!phts 1/31"* .i: ... :. ,� I I 11 �. I .1 , � 'i, . ;� :., A , usinc ..... .:.. � :,,.: A ,,, '. ,I .��- . , , , i .......� .-4, � . : ..:, Z I "--'i*,' ",k�,,,_=-,t, NIATERIAL. - :�.�.: il%: :-I:. . : -4R*--,,_I ,��z ,,� ,. ,� ': -, ELECTRIC HEATER IS INSTALLED IN'rHE RESIDENCE, (e,q Z, i 0,to 8) W�*rr rod ;, �,i;... : :::::. .�::: : :�% . -- ........ .... I I I .. , 1'.i.,: : , I � I I : ::::: ..%::� � , I'll .:,�� :� ... ,� � THE CERTIFICATE SHALL,LIST"GAS-FIRED � . .......:7Z,:__1 .�... ::::: , � g ," :::!* ...... .. .:i :-:: �:.. . i1 1�.�.., " TF -ATFR","ELECTRIC FURNACE" . , � . - ::�::�:: :�� :k , , , Z�,,, :�.: ,�i:, W-altv M*f1*10-�Z,%i,.: , UNVIN .DROOMIIT .1 -'S TO .i�:.. :111. :. I I 1 19, Attic scuttic, holo . * :. ?%.: � NJ 1022.4(R402.2.4)ACCESS HATCHES&DOORS �, : ::i�% - ,��,` ; '... . " � J, /I I �it, Lel . .. - . 0 ,:� .- .1,\k 4�"V !..: 1� I �LECTRIC I WATER"AS * :, �, � . ."�, - I : -, - OR"BAST"BOARD F ��.., "'. P� 1� 0% 'aak�� 1i:?J::' ACCESS DOORS FROM CONDITIONED SPACE 20, Mic,pulf-doypista,im, Laduk"'r ::.,: . 1:1 I I., Atfi(�,do�,Ji Wr6�r "! ',- ,, -:11 .11 "i,1 ., . . . , �, - I�, :1� 11 � - .. I '. s\ \k,. 14\. I UNCONDITIONF-0 SPACES SUCH AS ATTICS.AND no I . 11, . I .11 _� 'ICIENCY SHALL NOT m-., �yi`.. i:: t, � l, 'N '- . . " � ... 21. Wall penetiations,of rnechanh.,il combivicon Twaff � I �� . L V Z ____,�_ �� - I 11:::..,11, , q,..�-, �: -, '. APPROPRIATE.AN'FIT 1: ,,__,��,' \ '�, "1 4)c�.j t r,.,!I)e r)d c,�-1)�--OS 11 :.,: -, 1.11 . � ::�: ,;, 11 : t ... '�, , :: 1_^ I I . , " . :.. ... ... i " " I 'ATERS, CRANW,SPACES SHALL BE WEATHERSTRIPPED AND .11 I ;: �\ ,\: - 7", _,'-, to"lamd.,,,',hPa1hInt�, ��, ......1.1 �ISG�11,JAP ,is . I � ", .1 1.� .. � I ,�s. J�,\\ I , g, I 'D TO A LEVEL EQI JIVALENT TO TI IF , Z � ', I ��_.��, , .� 4 � , Z .� \�-, i, � � . -CTRIC FURNACES OR ELECTRIC BASEBOARD INSULATE Clone I - . I., LISTED FOR GAS-FIRED UNVENTED ROOM HE _w< I I , 1, . ELE H., *___� U-,r*,A(*Pr!"�iI or��ftty iiim(�,V, ��r%�P,_',�for RAq *,.,\" . ,.I i\ ,\!Iml'�Ovlrap,el(,-, 1� \",�; _. ,,,� X , . ,I, z 1\ H � I ,,�,+wae'I tulftie F... "'.4i I - ' 272� Thresholds at rnk,.�chariicaf . ,I 1,11 ,'%, INSULATION ONTin.,SURROUNDING SURFACES. .. I � . . I 11� v�i�i&%,,-zi)to 14��in,ips I),-tt%Z16e,,�,4,,-,hd�-,,-,,,.ki�x,t�md it, 'A"'Oor" � .\U-1.-I . � ."', ,,� HEATF.RS. il ' cornbustion closmt doots, I - -4) .. 4' zz ��- N% \ �'l"i#.tk�,,-sl�ipp� , ""', ,,, amd,Intigh ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT 0 rci`41)bl*M19 I :: --,�-\\ , ,\\ I I nq 14k �',��, . , jZ-0q4tirt'. 1 i I ;�, 1:1�\1'\ 01 vm rip%N,N) �, I;- I . - '11 . I "" 'It�.',,�,z�� \ -,� \ftiane"", _ - THAT PREVENTS DAMAGING OR COMPRESSINGTHE � 23, B�irid joist exposed to I - I ; \ "'k,t,�P, P 11 103.1 (R403.1)('ONTROI�S-MANDATOR�'(APPI.ICABLE) 0 � I StiM*o,)r i I I , �'_ i , - I, \_ 1, i .0 .k,r N. I . .1,tr ,\ INS CrIor Spnl g�)p 1)ef,�,,,ee4 �� I ,.,� i ," \ md,1�,,,f fw,m ULATION.A WOOD-FRAMED OR EQUIVALENT ,�', . ,4,., _ , , i - '_ , - , , TfIFRMOSTATSIIALL131�',PROVIDEf)FOR exi I _1 i , � " I AT Lf',.'ASTONf' . .,/ , I � . ,40 , , U . , . I I ", I" "� BAFFLE OR RE*I*AINER IS REQUIRE,D TO BE - tilit"ntaol ,�, "00111 ',,�., -_ Air elf,�ctnc'�, ..... I camvk I ,�� t L$ "o'-s", . .. E'ACIISI�PARATE -,ATING ANY)COOL]Nkr.'J,Y'S I EPA "�_ I i, ,,",\, 1214� Sand area exposed to dry�v,al __ . � e Shower/tub drain rough i I��, , I ,o- . PROVIDED WHEN LOOSE FILL INSULATION IS unconditioned space __ '�� " . �� ,�,I ,_.�-, ,p _.11�', - . . , ,- , �"" � '�` -"' , INSTALLI'D.THE PURPOSE OF WHICH IS TO ::�:: � "ro" .0" " WE opening Q 1. I ',- ,,Op,� .�,<-�z N 1 103.1.1 (R403.I�1)PROGRAM!Nt AB LE TH ERM OSTAT ' (such as basoment or ,. . �� / .,�'_10 I ��,,,-, � , ---Pr" Combustion closet PREVENT THE LOOSE FILL INSULATION FROM _��, '. . I TI IE'l IIERMOSTATCONTROLLING THE PRIMARY - / -, -,,�. `1�� .;. . WJ r-, garago) .49.- ,,O� � I SPILLING INTO THE LIVING SPACE WHEN THE ATTIC I . I � I L! � ""-;,,,�,� -It'--trA', . -\ Flim,liwk I I ,,�.: �, : ....�_z �0 I 1, - �1, Ir"'Itritkum ,it ,irlihri -,,-. lr"� e,�, HEATING OR COOLING SYSTEM OF THE DWELLING .. Adhe,,,�ve o, I ii __,-��Z--.0� I 1.,.'. 11 _�%'IC I i I I ow" r11- , ,, 25� Exterior wall . :.. I. ,�,-,- ", �. " 1 -"\ r J_ , , � ACCESS IS ON.-.NED,ANDTO PROVIDE A F:. - ".,� ": " - ,",L' O'.. I 1';C� 1'�. , :. . \%%- Ftow _�, �iii,, . �rftis I � � 11 - : �� .. 2�. � �� , .,� _'_'111- 115P, , ,, " 114i. . , � I I... Cziulk" ,05W �i!ll . . UNITSHALL BE CAPABLE OF CONTROLLING THE 'THE. r11- jnisl \ , . . air � , .. -1' .1 � , " . ' . p '.. .i:i,, T "" ,� , .�� I is p'm me-1,1a:,4'1'-__ ,;ii,,, = H EATING AND COOLING SYSTEM ON A DAILY INSTALLED R-VALUF OF THE LOOSE FILL V11- .�i�: :�:..i%.ii�A I-" 1 i I I I I �,�I "Ill . co,la .� _`6. : D I / . : __) good bebrd P)b ,�", "I . ., �, i." � 11, 4 �I'll - .: *** I 11 , -1: �-4 h . , ** - __,� , 10_`� - - '11 � �, ene,traticm-s for I 1__' .� I--- :: A.: k 0- V �, - - . ]]V.L PERMANI,`NT ME'.ANS OF MAINTAINING ; :) ., '�11�- 00�1 In"'I'111 ar,I Sea � v, , refrigeration lines, _� ,Gr .. . . � :��.. � , I - .�. <1, - 1, SCHEDULE TONMAINTAIN DIFFERENT TEMPERATURE -)N. ,4t : �_, k... .. .,...... -M ,111 Or .,.-" �. ,_ -I—— _..1.11.1i`1__..1......11 111�".�, SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS i . I . -- I .� - a�� '� 1, Z G I .�,1: I"" - ] INSULATR condens,nt(m fif)P,e1c. .11.:, �:IM�!..::�:.� , : ** , , . _� ;��:::� . �, ..0 :..:. "i A U'li 11 :-' ) f, 'I-,' 1�. , F"__- ,,, ,T\,�,- q r.. ... ` k &k TI IFRNIOSTAT SI JALL INCLUDE THE CAPABILITY TO CEIY'INGS Im - � ��, :. A � 'r4"", 'q, " , 17\1\11l TLI*'. ) - TH ATTIC SPACPS �� :--- 'S.1 : I \\,` _ THE SYSTE ITO I 41"tti, 1. �� 5 ,,,,- X 0 X " . � I " 11 " SETBACK OR MPORARILY OPERATE, IN NJ 102 2.1 (R402,2,1 WI , �� -� ,� , :.,. . ."�z"'11Z. I . : �7�1 S - 1, 1, 0 k �,,_!,",�\'J I , _ W . Q 11 .: � i�1"' ,� C___', "I .NW SECnON R1 102.1.2 WOULD REQUIRE R-38 I - i� 1i 4011 I ""I ,, 1, ' ..... _n,�� : �, , _...se�ii��_-Is afid MAINTAIN ZONFTEMPERATURE DOWN To 55"IF OR UP Z 0� -- . "X-c-'," 11 13!nd(ing-flt in joist " z , o�,, :� .. I : zi -,zr,q *5"F.THE THERMOSTAT SHALL INITIALLYBE OVER. I 000/'o OF THE CEILING AREA REQUIRING 1. \1if, � L F �: I I ,." �., 1\1 If 1. �_',X_l "K � , 'J'� III "I 1:L_ pmnkll�,�,t)Iv, ,,, , . . , A-, "I'Aii,"", Ll "I plum� . � F : I _ .. INSULATION IN THE CEILING.INSTALLING R-30 I I I,A \\, I ... 1�<_' I cavity,caoked or bamed lr�', . , .%.. " TO',", �, - I I- ... - ��', I.:- :.' ' - . . ?111 I :I 1\i 11 11 IN , , " 0 >- * , : I 1,1, `� \ M k , , \ . e , 1. 55 "'I", \%i_.I_�' ' 11 �� I . R" . it it I I , � ,4 ,",� 01 ll �t**I?�rmlq PROGR-ANMIED BY THE MANUFACTURER WITH A : 1: 0 : � k � � il \ 'If � �,� , \ , M ,, . �, , � �"`, , \tI, ,�� INSULATION SHALL RE'.DEF"MED TO SATISFY THE 0 _,�_ . W. I ZA I I 111� � I `,,'_--, it �i I i�,,, M W, . ,z, 1�i �I I V,,�all s , ,III .. "I ,� � -IFATINGTEMPF.RATURE SET POIN'TNO HIGAIER THAN. .. '- -S1 RTI IE FULL y ,F, ! . , , I I S , , , ,, I I" I I 111 1\ .� , K , . REQUIREME.N`1 --ORR-38WIItAtLVE 111-01 21--� I � 10 - �_'11�) I Z "I 11 111�11,�, It it I" " �I .11 . 'it I 11, ; 707 AND A COOLING TEMPERA,rUIRE SET POINTNO 111_�11 I -'UNCOMPRESSE.D R-30 INSULATION * \ . " � �, .-.11 , �, �: .. : " I I _7�-_,! -,--, I , , . LOWER TI IAN 78"I". HEIGHT Of Z "# - "I , - .F i 4�111111 0111il � : I � , . ... " Wall cross-section �_� � ik I 1 , (n �: __1 �1111�I.......*114 __��__, , �11 ::, �11 ,,,�i - �� ,,,--,,,, t I '"" ........T....... . ........ � 11...I i�', I � I .. .1 , . 0 1 1 ,',',-, __tr ____t1_1_ , \ , , :j EXTENDS OVER THE WALL TOP PLATE AT THE I ,.", -, ........11 :� ,, ,._1 '.1 , � I .�, � , I " � "" _'_ I _ :.I � �, . 'AVES.SIMILARLY.WHERE SECTION R.1102.1.2 UJ .4 A ", , 11111011�� 11`111111�.....111�1 1, ii�l'I, : I : i L I . S�-,M.V��,,q and plitin't,"k\1 ,��.',. _,"," - ",. � . ,I 4 A4*'Ji "I I I'1�1:,� ., 11 � �� , HOT-WATER PIPING INSULATION: 1', W Ld Z I " L� "'r- : ,,**,.� - �:: ... . ., . � i"I -49 INSULATION IN THE CEILING, , "" 1, Vt. .]i � . .: 1.1 �, ,�,r , �11 ,I � : I . , -)tv "liot"": " Two-level attic " ,, I �z , rl- P� 11: .,� . * ,, :. � " WOULD REQUIRE R . At! ___, 11.� �, 11 I i 11 I � __ , ��,_ " , I.. I'll, 11 11 L11 �,� �� R-3 WHEREPINNG IS: , '\-, ,��, - 111111-LN, 11 ,!:ihl� �� F,�1 i � �,Z:_, ", , ,'I 11 / �0 I.- -1_ , � ), I � �:. I NSTALLINO R-38 OVER I 0011,�OFTI IE CEILfNG AREA _1� � " -_ Ik' I � 1� I i,lkx _ �.- pa*,�� I . li 1�. . �- I � I'll, �.,� "� � vcnl'11�1111ilf` .1_ __ _,_ _� ,� _ . kt��k i ,7 I 1.� . : >34"IN NOMINAL DIAMETER REQUIRING INSULATION SHALL BE DEEMED TO _ ,.- __ - 0 () Ld (.0 11, �.,.,%":�,,, �,z " 4 , - .1 -t - - I I 1 '4�.. :ii, _._ -- - ,- 'I " _�=��_t ,1. I � 1�z ,I ,* , - 1� IT i .....I.............. ,� � " � I 3_��.i, , , �, , , � , . 1� .." L ,�11,I I k , _ lnal�ilo, SERVES,-I DWELLING UNIT SATISFY THE REQUIREMENT FOR R-49 INSULATION I ,,,� �, , " fl � �: I I wit I � 7 I � _�7.., Ulnconr%lioiirie,� - . , -, :," .. I " I , � E 0- I , .: q ��, i .1 ,I �, . � - . I . , � I :1 I , 1,\ ? I 0i .1 I . - , - " I � ,_ ... .:� .. , , 1 - 0 , �A'114 LOCATED OUTSIDE BUILDING I ,,,, ,( . % 11 ': , ,::: � � I. , " I 11 4.....f I� I \ i , I I I . I I � I—' - I �_.. :.� ''I . ) 'i 11111 'k "I *�__ q ,� . I "' , 11 ." il � :lil T ,,(Cpl��rol,� -� WJlFRF%1ER THE F61-1.I IE'IGHT OFUNCOMPRESSF.1) -F-- 'r 1 , 1. - I ,n,,��, , ..i Z. � 4 I I . � I . . .. � �0 I 1\1 ,4' ' 11 I I " \ - .. .. .1 . ., � ". 11� , I 11 : THEAMAL ENVELOPE R-33,1ONSUli-ATION LxrENDSOVER'IIIE WAL.LTOP a U E I � �:�: , .... -"I. N I I ff,` , I I I '�_I-"- In1"",,i,iJaWf 'TION Ld 111 I � Z � . �,�i-,�l,��tt�l.k�i�il,�1).:",r"�.�f�(,�,,,,,,�l,,"�� i . h I .0 I I � � ; k I � z, .. : . : I I I � . A : � ,''Aij 1 i� :Z1 , , I . I'll I '.� %; I 11 " i� �,, 11"E i � :�, I FRO'M WATT'A f IEATFR TO DISTRIBU ,,,', PLATE AT THE EAVES,TI If S REDUCTION ST[A LL NOT " � I ,i i" , ,,�, -", � "'., �� , .......=..... � 'L__ ,z 1., . �',�! I I � . i �Q 1 '1� 11A 11 Ilk ... Chases and 1, I ,) I - - -----��J . z I I i: " !��i � ,,iler h�salet MANIFOLDU"NDE'R A FLOOR SLAB APPLY TO THE U-FACTOR ALTERNATIVE4 _J �- 0 � - , - � � , - , � I I , , i I ___ _ I ... �t r!�ill, " , , 1 F_ - - . � i_ II ; " .! �1, ,I (rt,.cc,rrr�mdf�d) I . , ,> 0) \ a i .1 -------- "I ", ��. * I E � I.- , Z common (r',=,',-,"",, I'll I ��,� I " 1 i', �.',,T',l 1:(, " �!11 z1.0.\'',:" I ...=."',_,_�7 . . _1-___1 11 'L ..... =' -....7_____, 1� it I ,�\ ! I � , I _.,�� ...�,'_ I riigw, �... ,�� :.I, :I .1 � -1. �,, .� ,, 13URIED IN RECIRCULATION SYSTEMS(SUPPLY APPROACH IN SECTION RI 102,IA AND T1*,'TOTAt. mj� I UJ Lo 'i i, ,,�,ml��,l losuiiafro 6%1:edi`�ftt�'ti I ,�___111 - . .. I I'll�� .�\� ,�I by-passes i a - 1.11,11,111- :: 10 br��,n td ': I �,,�, �i �� : t,,"__-.,4�X''i, I; AND RETURNS),O1`HER'F+HAN DEMAND UA ALTERNATIVE IN SECTION RI 102,1.5 , , ,,, . i,�:� ,',�..i, 0 ',�_, ..... \ ..? "\\-\-, i. , , - , W t-----_J or"v""Pee�*1111 t,ip arl..�,h,,�r�,,, ". �11 � . �, N',,,"�Ij�� :� ii:i� I .� :��:� "Iiii-t i _J 11� . . .I , ��k RECIRCULATION SYSTEM. I C i2K � . Ii., �11 - . . . 1 . I I P "=1,1,I .. t i , � Combustion chase penetrations I "" 1�: - "i�I� \ " '91oTton'l llat�� N1101.12(R30-313)MAINTENANCE INFORMATION & MJ M V=_ft I PIOI,� ... ,�,,.'. ,-, " �ii, " _J - . V1 i � ___._..___ , I_Inn� .1 * �I ......�,_` I,'� L_'........"i I �,lo, � ,_ . '.. e \ ':;: , I " ': 1,� ,\"/ -," MAINTENANCE INS FRUCTIONS SHALL BE ..�_, \ . 1. li� , i i�, / N 1 103.3,1 (R4o3.3.1)INSULATION ii: � q... � - � �".S I._ .. � _�',, 1, (1) N Ld M , 1�� "I .__,"�1114 1'% �li_t� I - i � . I / I Dl�.,f>x-rlo�r�,,1''Ai, . " * ' , . , !',00.1 . ) u�, '14 t z � I .:.,% �11 F'i 11 . / _�"I"'t,,,i'.'Ii'd 1h,"t'shok-1 SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE FURNISHED FOR EQUIPMEN'r AND SYSTEMS THAT 1z, � I . 1� ........ 11 ; : k, , .. -8 WHERE 3"IN 'MAINTENANCE. 4) . 91:111w,ri, . ., z.. M (0 chm,c,i - I : �� 7'. 'i" i. L 0=0 IN N1 .S��, 11 i'11, ,."I� - �. INSULATED TO A MINIMUM 017 R .1 . i .- � .�*, . I 0". / REQUIRE PREVENTA11VT'i . � � �_�,��'_�',- I .� . V I C,�tk toftvm,�.plia, _", . . I ""A" :,;", C,Jig., � : ��,'_ k, ,\,��1:1 DIAMF-TFR AND GREATER AND R-6 WHERE,LESS e: i� ,,,,,,, ,VN i 1,\,�\, tt\�\, . � ��i:.�" i a) REQUIRED REGULAR MAINTENANCE ACTIONS It--v........11 * 44 I ,.-,, ,.",.:, - elockim , / �.,?-.I ,i,*,,,-,-� , �\""."�........ "I , ,"_ " i V\ " ", -, I _1 I I �,� 1. , � " �, rt 1,.", , - ":v n, 'V " \ TATED AND INCORPORATED i",�, i� "��f"ii,�: .. , I ,�,,�'..�:; p," �_ ,� W f THAN3'"IN DIAMETER.SUPPLYAND RETURN DUCTS , : ii� N� � 'i§.,' . t, "w0l... t I , i �� , � I �, i �,�,,i,�- ,,,lI,b` 11 �, 11.�'i;', ��i - ,-,- � � - ,, , SHALL BECLEARLY S , I tt�_ " ��_ _ .. _11_-�I 11.1-1 11-�� -�-,,�4�_-_4 ,_ ,\'=i'__', ;�......:*1'11'1��_111_11_` , ;1 IN OTHER PORTIONS OF THE BUILDING SHALL BE � - , 11 !:,,�+,_, , -,U��"-I'�,�_L " .....: li�~k q4\ 4 ,,11 `�, , - 'A �\ I , � ON A REA'DILY ACCESSIIILE LABEL.THE LABEL i��,,�2 , I "I',"", . ,,O�\ , I I 41�ill - Ad _1 ... . I. � I �A�, �,,X "r�l , - I . � j� �, ii v .- " ,�- ", ,4 �, , I 11�� 't,i� .1 - ,,I�r_"z� W It � ,,,, �, , " , �,__-X� � ,� Z "�, : . t ",k, \,��, 1�i` 'k I It".1." , � .(", �,,." ,f ': ,_�, !" -, , "SiD!,li(min'l!m .Im,��)a.,on&aal W.o,�1Ihq,-,?i:pW1,no " I : . I'll ,1:,11 I, 0,)f-'W0,.,fW C-cndit:f.,stiod t,� :1 , , , tll� - , � ,, I IV , I ,",U�,s ,l 1�"',�, " : I : , ., i.:, � if ,I ii, I INSULATED TO A MINIMUM OF R-6 WHERE 3"IN � TITLE �; Ofv,�,, 1. ca,u� We"\1 vs, < 11 t I , " � ; , , " .., - SHALL INCLUDE THE ,OR Pt 7BLICATION I :',,, il�f, , . . �, I _ DIAMETER OR GREATER AND R-4.2 WHERE LESS 1�7 A ,� 1,z �,` � ,� �,o :F; 1 _ , ",w $ j -4- 40"', Vlltele F1Pi;1111'(111 . 4k",N,�,�,n I "',,�� " . _`��,' -,,,, NUMBF'R FOR THE OPERATION AND MAINTENANCE - I . . - - , . I' I �1,'11\ 0 -� 4!4i-4, L" ii;� , . I � - , L : * ----nI I t\,z%�tf'�,)�v-�,,,;�',".O�,�, -1 ��'_\,\- I i (D Caulk I i ,+,---,-,___X1 N��_ . I$ i"t" � 1�ly . i. .k .11 THAN 3"IN DIAMETER. FORTI-I'ATPARTICULAR,MODEL AND TYPFOr , . .1 . il � :� ',� ii I _"=eee'�'1'e______1e � . . ;: � 11 .� I , -_ - " , � , I N it"A : I � .. ", \,,). : 1� \\ - � , .: f)h��6cal bw:e,� tLhii .� I G -�c� �, , : �I � .A bn:f.�'� .. , , , �, , __� � PRODUCT. I 11 . �_.�-, " . � I . -AT ,I , , N11103A(R403A)MECHANIC -SYSTEMPIPING t 1i ...�'lt- - : �.Ii 1"!ffxt�l,vs in �� : I,- _,�','_,�� . I z I 1_. : i W it _� ,�� __0 ; . � . INSULA1 ION(,,\,IAN DATORY)(APPLICA1.31,F) �.� .�_ : . I Exterior penetrations ,I ��11 *- . I � . , , (W�*yv,lm t�*,= : : .. . ,a�_i�' I I ::::�:�... .- - : . � si�,"��il 4VAC ,il...:1 . I I" I : 'E\ -N-FNVALLS 67,vitf _2 I I . : NII02.2,9f_R402,2.9)I3AS Mt, ,,, W e �tlle.tll A .1 : , "I P I - .� rl�lz . : . I : I !I � Loft Cl'ii�ik(,��Iw V�41 vn-i,Afll"`�'m��for MECHANICAL SYSTEM PIPING CAPABLE OF TED WFFI I CONDITIONED � I - - , . ,��,, � 11 J 1W I.: ..*� WALLS ASSOCIA t pil'�7,�,,11�i'mqs I ,�� t i, . I .11"" -ox-i"'!�-of . a : 1,1iz�!'., C.at"'k F : 1,'!i�j 'l,�/ CARRYING FLUIDS ABOVE 105"F OR BELOW 55"IF � " L ' , , � 0 :� , ... � ill� %V �,��Iri�,,,,,,�r,�,t�,,,,-�,fin<,,,��,ti,��ft',4.-,"-��,,,�al�,,,,,,,,,,,�,:�,t�,- BASEM ENTS'SH ALL BE INSULATED FROM TH E TOP ,1,�, � , I " ", ,c � � A : P, . J. � SHALL BE INSULATED TO A MINIMUM OF R-3 ,--I.-^ � 1. . I , I , � _ , _� I , _ __�,- 1, _cL, *ii�. !!,I*,, ,%, " I - " M : ,�, J _�,� � 11 I I _, � - . �, , � I EME,NT WALL DOWN TO I 0 FEETBELOW , _t tf � .. ...... _� "'M : ,�,'il ____ .t., Scat SC14MII� . 1 I I - _', , ::" .i: OF THE BAS .. I / I a . -�� "I C �e&y wvq�,� i, ,-,t-!'0%74"��-I �� I'll �4 k � . ..- I -_1�-,,1..,�. .M."."'.111�ii�111', Z�nt,i:W" �hi,�-�-o,iiit��, N 1 103.4.1 (11403.4.1)PROTECTION.OF PIPING INSUI.AT'](--)N: GRADE OR TON THE BASEMENTFLOOR WHICHEVER � : ��:iiii_ � .*.1 . � ill I , 1.7 . - - . ::.� 1, . : ii t 71�... . ... 11 ,�; .)� ii. bTr:.-,,M . ::-, � IWW`1�11]ii� ",W,__�:_,� . :I. .. - - t . ...- --�. I " L : .. 0 L - : I �* ::.. -1 4 . Zi1MUii1,Q,*f ��;:_ .� q; I 4 1 Suz� : T,�,,�ja boM�mikti",W0� ;_ z �'_,�,�.KH,, PIPING INSULATION EXPOSED TO WEATHER SHALL BE IS LESS.WALLS ASSOCIATED W11 11 . ..i � I ; I � 1"'.�, "M , .- .1 L� � : �. 11%11,?W. �," � � --' : � : � . -1 ..F : � � -ie h . 1� 1, q I . , I PROTFCTED FROM DAMAGE.INCLUDING THAT CAUS :11 ! , "I : rllii`�r ,, , � :1 ::il-`� .., . ;�.: .;... "/ ,,,_*.w-��w -��.I'r I ii!'. . .... . L ,,4;,,,,*I ,rn��"t im"s " I � �.� - ,,,.-- t'.*T�p!, . i , I.,. , I . I I _;,,,�,%,1t_;;," :", , ., ., r�,D By UNCONDITIONED BASFMENTS SHALL MEET THIS . ,� 1;e 1-1 Iz , k � .1 OMN I I I �� - P, . � S UNT-161 FF,N101 S-rt 1 RE.F QU IPMENTMA INTENANCE,AN 1) REQUIREMENT UNLFSS THE FLOOR OVERHEAD IS �-j __ 7;_ :,, , I . . .. I _". ,� - . I,. "-,-��1 WIND.AND SHALL PROVIDE SHIELDING FROM SOLAR INSU7LATFD IN ACCORDANCE WITH SECTIONS -4 1 '. I � �. .." "n - �.1 � . .11 ...... . .�7 "Wo—!! . I I ",- '4-ii- - , k_ � ,rl�,g I .: - I - N 1 102.1,2&N 1 1012.8 - / ,., i � I &\� , k, I ,;;�n t� ,�k��,.W-v, ,-1" ,\ , .", 1-11" " ,\\ '7J kL 1, -...... I ., �./ �i , � - I __�,J�. ___ . 1� Ill ! , - *�� . '. - .. :� RakDIATION THATCAN CAUSE DEGRADATION OF THE 81�%��,,�,!,�"� � '. 1::_ A. I' � ,,,,��_ � L,A_______�____' StV z,�,, �___,_ '' P� r I _7_1A,7F , - 11:1 \� i i 'A I '111 - - I I , ,---,--,- -, , , 1__,__ , I , - __ . .1 " I I , W::,i4n�,,nq41 I I �� in :::: �r:`,i,11 '� . , ,, -1 . V.., `�' � q , i I - I'll," �. . I �_" . I 7,,---,' . � ,trwtt'.,*�ims -1 I 7177 � ��, wil, ��,_-_,_,_ �11 I .,. I I-,)� ," , .":�,,',�jl�i.......: :,ij%!��1,1:�,�!.,I,,,'yi��zi: ",;� I M. MATERIAL.ADHESIVE TAIIIE SHALL NOT BE PERMITTED. p 1� � I " "� () � - .."1111111 I� ��' 112 . I I., I :- . ____ / , S." � I ,:" .. , 1�il' 1 � / .1�-Y,:;�'"��: I :. I I I I _......___Wwq..........-...............-,I—- " .: I", .�: :z I �e , , , .. �'L,,_ : . .4.;.--4- il . I .. � _,�� Zi IZ 1, ..I __ _..- :.: . - : *:,'�, -,� . - .. L�,._�� TI It:BUILDINGTHERMAL ENVELOPE SHALL BE -_ ...� �� I ..":� , � � :D�:,,,�, I.q. 1�1_ I Q._, a) � %1!�!, Q; _�% I . . : 1��41' ", $it,gasket or,dout?bead of C�ujk � _,cl NI 102A(R402.4)AIR LEAKAGE(MANDATORY) () 11 !.�V - .. _� . 1. ......."! C " \ - �� 3�e I , -1, - -" : %, I I-1., - I 1ft Seal�aroundcN �f)eyf��,�,i�,q�,,,,��ia"i�,�,l�n��,,',,, : , ,.,.i,�" . -il .: Selai F1,11A10 , . : " JX I)k 11 : 1`...- . I -.�, ��,,, I ,,%,�'..�,,,,�.,-i - r�t��C ::: :; 1�', ,,% "... NJ 103.3.5(R403.3,5)B UILDING t � 11 . . I 11 I, . '. I . - ;:te-,tnM1ion% I . 4 J . � , � I ,� I ., ,�� CAV1TIES:(M,,kNDATORY) CONSTRUCTED TO LIMIT AIR LEAKAGE IN -L—LL" `i,`UL�1! , W and h;gfi Ieri,werawre cail!I< .1'.�,.� . � t.� � . ; . Z .., ..:. .... .. , ;A I "'; �11i:. k ,Ai" 4 z 11 .,T� , : , I - . . �I .. ;;. . .. ,� I . TTO �: � I . �� ,� � . .. ..�...- I ,. .. 1:: . I �zwtii ,q, ,,,\,-\\I\, :_ ..."I 1 444� ACCORDANCE WITH THE REQUIREMENTS OF . I ... .� I "',�siic,, �, I I. , , I.. ",- �,E I . I . . . . . :::� . ." L.."11: -_1 BUILDING FRAMING CAVITIES SHALL 1- .1 I e . . netralioll I .,�.: . .. . '.)�,-\-:, "!,i\�, I .q 4 ., � ) 9 16 , ,e *� . 'I 102,4.1 THROUGH N 1 1014.5 () �,Air:seahn I Wist 13 if not ne beforie dN,Nvall, seal dral I I* *"* . 1 \�4�, NOT BE USED AS DUCTS OR PLENUMS, SFCTIONSN kb 11 .1. ,: , :.� ��_I TABLE R02,41.1 DUCT SE-ALINS DETAIL _11 . 'I board AIR BARRIER and INSULATION INSTALLATION Z . sefore drywan (from cmAspace side) with fp�mtood or ri,gq� N 1 103.33(R403.3.3)DUCTTESTI`NG(MANDATORY) NY 102,4.4(R402.4.4)ROOMS CONTAINING FUEL W ..7. . .. . . '. ... ,--.-....-.---...--..--.-.-....------.--..--.-...--..-.--.--..........-.--.---..-.....................................................-.----------.- ; : : . .1 � i : � insutation and caulk or foam. COMPONENT : AIR DARRM11 CRIT11ttA INSVII-ATION INSTALLATKINCRITMIA 6) I . . : (APPLICABLE.)-HEIRS RATE'R I r : m i ____,___--------__;�....._____-----------------------_------______--------�---_______,______....__......____________ . �(.,4,f IN CLIMATE ZONES 3THROUGH 8,WHERE OPEN .. .3: seat 6ofio eri6r i%iafI_-,i�ft caulk Or sill __'______......____ 'N -sTED 70 . 1 . : A conlinumseir barrier shalt bt imsuiW in tf,T . DU , SHALL BE PRESSURE TE . . - E3 Seal gaps at whole house fan vvith spray foam or z COMBUSTION AIR DUCTS PROVIDE COMBUSTION W V - Insi : b1tildingenvOoTV. Air-perincitIlle nl.sut,ttionsAl n(A IV 115M,IS a stalling . ,eal; sea.6 I de.edge,,with caul.k after.v,q, lN are, Lip. - : � DETERMINE AIR LEAKAGE BY ONE OF THE � : � I . .I. - . . . . . housewvar,)WL)e (ensure, fouver.q function properly). Gentral requirementg : F'AtaiOt thern'141 CrVC10PO c0ntAinli A Wnti?IUCAO oil- TwweriaL � FOLLOWING METIIODS: AIR TO OPEN COMBUSTION FUEL BURNING �: Z >- --A : barri,-r� � I I : 4 : : Z A *C3 :Coal band joist arcia with cauP%, sspray fbarn, or�:: Z I PPLIANCES,TIIF APPLIANCES AND COMBUSTION W Z ca . I I i Bmak�or Kis±�rri�thc�ir bari�er shall h.v�valoil. 4 I�ROLIGH-IN TE.ST:TOTAL LEAKAGE SHALL BE _______11---i . I . * -LOCATE.D OLITS,IDE TI I F. . � — : I 'D WITH A PRESSURE DIFFE,RENTIAL Of AIR OPENINOSTIALL BE 0 sk g between'tbp f:,Ic,�rte - 0 Fabricate whole house fan cover from rWd foam ' The air Nnier in�tny drvnied c6liww'soffit,ihall be I MEASURE ga eb n, atid�band jds�,and� - N � �,! " I .. . � ; ... . � BUILDI`N(Ji THI`RMAL ENVELOPE OR F' CL.OSFD IN A :� .. -I. Z alip"M with the intulation arid siny gark in the nir '111e imula(ioo in any dr,11ped c,41ing""Iffirt A311 be i 0.1 INCH W.G.(25P,a)ACROSSTHE SYSTEM, ' T_ I � - .. j and SuNloor. insulation and contact pappir; attach w : . , - : : :beh�,een band 6N,t ith Vplcro'� Ceffloglattic : barrier'hall b,�e�ealed. idit,ned with ffic,air bani�,r. ROOM, ISOLATED FRO"M INSIDE THETHERMAL : 'MANUFACTURER'S AIR HANDLER . � .. . t " : Acoem op,ninip,drop down.stmir or knee waR dom� i INCLUDINGTHE, _1J Q T:� : Z ROOMS SHALL BE SEALED ANY) - : e watls,:insulate�the oterior I to um'kaulitinned attic�'nwesshlfll he le,alcd, Z N 1 103.9(R403.1))SNOWNIELTSYSTEM CONSTROLS ENCLOSURE IF INSTALLED AT THE TIME OFTHE . E3 : or wood frame bolted to ceiling. Or, if attic Z :t�6f 6att),tui)s'on out§d . * , . . "I��.--��--"�,-,--"-,�,.��..--"--,,-,4---,--,",�11-111--l""---,�-,11---�'ll,�-�-.�--�111_________ ------------i ' D V , . , ; T-he junction of the fimmdation ani vill plate shalibe Cavities%0hia coTner.,ard headcr�of trime waffi% Z N I 102.5,(R 402,S)MAXI MUM FENSTRATION I j-FA(.`TO`R (MANDI TORY) INSULATED IN ACCORDANCE WITH THE ENVELOPE I :-i,Wl and air-sl�431 behind tib kift.sb-eet 6N-jds tefoire, access is easy, build a cover from rigid foam or : 1'1:'-�l'.A[,].,RE(�ISTT'.RSSIIAI.,LBET�API',DOR �_ : � I � : -11M, - M1 be imutalod by Co ,tcty fillmg Ow cavitv with I &SI-IGC(NMANDATORY).- , REQUIREMENTS OF TABLE N 1 101 L2,WHERE THE - U �, ..... : .. . � .. I., �. : ��,� ,Jv ,wplc � -I I E I 'TEST. : : -i SYSTEMS,SUPPLIED UJ . . . .... : I � .. : SNOW&ICE MEI..TIJN(. 04 RWISE SEA1�ED DURINGTHf, < .tub:ig instal"-- .- Affer the drain-is-iristalled $eel the: duct board which is placed o-ver the fan frorn the : I mtr,rial ha�in,g a the-mal re',�mnu-of R-1 r,..f inch �� THE AREA-WEIGHTED AVERAGE MAXIMUM , WALLS,FLOORS AND CEILINGS SHALL MEET A 1E r . ... . % 1. I : _* . �., : : ; nuinimum. THROUGH ENERGY SLRVICETO THE BUILDING, 2. POSTCONSTRUCTION TEST:TOTALLEAKAGE - I .. c Walls, ' Thejunction of the,top phneand top virexterior kv-4115 FENESTRATION,U-FACTOR PERN41TTED USING MINIMUM OF THE BASEMENTWALL R-VALUF W < 0) : , :tub,drain pe lntr,6tior`1 IiMth qxi foarninsulation and attic side. 1 Oiall be sc-aled, Exieriot th,raiwl cv�vlop,i-imutatiott for f1rant,dwaIN I SHALL,INCLUDE AUTOMATIC CONTROLS CAPABLT-i� SHALL BE MEASURED WITH A PRESSURE . ... : � .:1. 1.�, � . .,. .. �: TRADEOFFS FROM SECTION N 1 102.1.5 ORIN 1 105 i R EQUIREIMENT.THE DOOR INTO TILIF ROOM SHALL W .I . .. .. . .. .......� , : - . . : i4mil hii,instaIINI in wl"'tantial contacl and conunuoll's i DI FF 17 R ENTIAL OF 0,I IN CH W.G.(2 5 Pa)A CROS S T]I E : ,.Spray foarri. : OF SHUTTING OFF THE SYSTEM WHEN THE _1 a y 0 . : Knee vmIlq shall be'valed, alignment%Nith the air harriff SHALL BF 0.48 IN CLIMATEZONES 4 ANT)5AND 0.40 BE FULLY GASKETED AND ANY WATER LINES AND 0 For attic hatches, insulate top of board with at least ___, --..-�,��11-11-��--l.,-----------,"",,�,�,�l, -3 4ENT TEMPERATURE IS ABOVE 507,ANT)NO ENTIRE SYSTF-110,INCL.UDING TIff'. "d : �- ..., .. �:I : ,;. ....: ,� - I I . I� .: 1 1 , - � I .......- 11____._11__1......�........_ r��'ll""I'�",--",��ll,�-11-11,11,111,111,111,'ll""I�l---".".,.--..��-- PAVE% i . n -,,Us NIVIndows,siqlfghti;aa4 d"rs : The�pace Lvhvom window�kfoorjaaibs and thuning IN CLIMATE ZONES 6 THROUGH 8 FOR VERTICAL VLANUFACTURERS AIR HANDLER ENCLOSURE. DUCTS IN TI JE ROOM JNSULATF'D IN ACCORDANCE Q� - () :. :r�,rdroppe(Igoffit0tibinfAsanc,lsho�%,,er� se,she6t two inches of rigid foam insulation or fibergtass batt; : PRECIPITATION IS FALLIN G ANT)AN AUTOMATIC WITH SECTION N 1 103,THE COMBUSTION AIR DUC Z .. : ,md�k-A�hts on't fialnil�r,Aall h swl;nl, FENESTRATION,AND 0.75 IN CLIMATE ZONES 4 W () . ..........:........................................flj;�.joi.. ................................................................................................. , T a** ' brAtb sh P ai " ftic .. - --------------------*.....****""*.......................1 Rim jo'i-As sh,JI include the air tmrricr. tiball be insulated- �ED OIZN,IANIJALCONI'Itol-.1'11A'I'WIL.LAtA_()Nk,SHUl'OFF. REG HSTERS SHALL BETAPED OR OTHERWISE SHALL BE INSULATED W :OiW ri t and se Q ir fea�a&�from I, iii�41�'i*�'f*;;" . :. seal with %Amatherstripping. Use these same steps ___ �------ ---------------............_..___.__----__.'___.______'___"__"'__ ___ THROUGH 8 FOR SKYL.K.iFITS.THE AREA-WEJ0H`I -- HERE ITPASSES THROUGH Z - ,.. % - . 1. ,� i Th,�aiT barricT A01 be ing,A!!ed atany exp,wW We,! f1cwt(nuting cavity inwhai�,nshall ix�ituaallol to \k'HEN THE OUTDOOR TEMPERATURFAS ABOVE 40,,F SEALED DURING THE TEST. 0) .: :int:- * :: :' ': � i � CONDITIONED SPACET`()A MIN IMUM OF R-8 � r - 6� n msul6te. - �Tra m e�..��n d. for short and full-size atbc kneewall access doors : "firtanlatiesti. mlinrurn pem'I"w"t 0,Wqct with the und"NAtr fsfx.!�c sc,i��t...0-,10:th P :-.'.' fii�i�fv, AVERAGE MAXIMUM FENESTRATION SHGC FxcEY,,TiON:A DUCTAIR.LEAKAGE TEST SHALL . ,�' : V__ . : PERMITTED USING TRADEOFFS FROM SECTION W in�t,M.�dr�,�4,611 for the*�bfft area affer tne tapi�,*d � snbfl�wm drckinx or floor frarring omity imsttl,ifim NI 103.6(R403.6)MECHANICAL VENTILATION NOT BE REQUIRED WHERE TIIE DUCTS AND AIR () . Z ... I . .. and includo a tight latch. Floors(incladho; ! i EXCEPTIONS. . .� I -� .. - .. I . ;above-garage and ; sha!l bo",mincd to tv.in contact with the turside of � N 1 105 IN CLIMATE ZONE I THROUGH 3 SHALL BE (1) : t ORY) HANDLERS ARE LOCATED ENTIRELY WITHIN THE LU ^ * : I (MANDAT V : ,, .ceifingdrywalf'..is installed. cantfkvez"d noors) : 'heathil't,\,or continlww�ismilation imulled on am 1 0.50 I.D1Rf'CTVENT APPLIANCES WH 11 BOTH E\HAUST' ca 01 ��..: � . -� ... �. ... . .I. . . : -m ,w f1huning and,n�aq&famt 0 Z THE BUILDING SHALL BE PROVIDED WITH BUILDING THERMAL ENVELOPE. M . ; le , .�: .. : . . El For attic pull down stairs, use riFi : w0t ,idcoffkx PIPES INSTALLED CONTINUOUS TO THE OUTSIDE. 0 - ,,d foam cover kit; : b(hm'm to tli�t(T.ofaH perim-ter floof fiatoing : - .0. ::S�eal w,I i.ndqws ar).d exteric r dws wftf�ba�keir.rtxl*and' : � I N 1 103.11.2�(P,403.1.2)HEAT PUMP SUPPLEMENTARY VENTILATION THAT MEETS THE REQUIREMENTS OF A WRITTEN REPORT OF THE RESULTS OF THE TFST 2,FIREPLACES () a ol n _ I , .. � . -nd : tuelphers, Z Z ... I �_ . :1 1 . 1, � � . . make stairs airtigfit using latch bolts a Z : AND STOVES COMPLYING WITH : , `FtON M1507 OF THIS CODE OR THE `SJGNt- . :c�,j*jlk c.,r S,)ray foam. Be-c.�;�ut�ou,_,i Llsin ................................................................................................................................................................._.............�...................................-.................................................................................................................� HEAT(MANDATORY) SE,C SHALL BE ,'D BYTHE PARTY CONDUCTING : I - q I . 1�WS"V10arn : I�iposcd calth iv onvalicd cmwi i�piwrs��1311 h� Wlwt providtd,ini;wid offloor insa!aWn,tnwk�lion SE,CTIONSN1110.1.4,2,ANDRJ006 OL . � I : - . . .. .. ,.. : m i THE TEST AND PROVIDED TO THE CODE OFFICIAL. _J F weatherstripping. C"'*]Spur*,Mt, : ff,ilu,ithat'l.i\,Iv,tt,cirrmirdt.,,Ak,ith shal!b&tam,macallyatinched m the cmwbva,�e will'. HEAT PU N14PS HAVING SUPPLEMENTARY ELECTRIC INTERNATIONAL MECHANICAL CODE,AS : - : () _J V_ :,a,s it cari epcpand.a-ld pinc-h jarrit-,,5 and may vpi-f : .1le'rl", ingjainutoped, -IAT, ,R APPROVED MEANS OF : � � . ., � ' A .� I- . . . ..... - ....................... .,.....� . ...I.....................;�...............W_t.....�..... ...........�.....I......._......__-.1.11.......�...�...�....�,��...��,,�,.,.�.11.11,�,.�,.�I.........-...�................�.........�.....�.................................�.....�................. RESISI'ANCE HEAT SHALL HAVE CONTROLSTI APPLICABLE.OR W1114 OTFI E ."'Offle winc Airseal exterior ...11111-.........�� .......�...............__ : I - ��QUIIA �NTSIZING& N 1 102.4(R402.4)AIR LEAKAGE(MANDATORY) : Z N I 103,7(R403�7)M L ML cifta ,'e '.wilily,pm� it- i ` U - low W, nt ,s. : Duct aiaft% I Irations,mAnkmom � EXCEPT DURING DEFROST,PREVENT VENTILATION.OUTDOOR AIR INTAKES AND Dt < . . . : t .. ..I ...... , _ .. � I . I a- (n . .: . I 1, .� I I., Shafts,PeTw1rations : opening to extenor ry wwomilioved T' am'hall be . -;RAVITy EFFICIENCY RATING(MANDATORY)-APPLICABLE THE BUH-DINGTHERMAL ENVELOPE SI-IAt,L BE 3: : : : . ' : , I I I : a L...............-.......�.. .........L.....................� .Wal.Z'l............L....................-.......11...�.......... 1'_.... 13 : e , "* ` 0 Sealall exterior penetrations, such as p=h light SUPPLEMENT,,kL HEAT OPERATION WHEN THEHEAT EXHAUSTS SHALL HAVE AUTOMATICOR( I :S * I all efectric-,at w1fI6,�pli,rm6I1ng,,arid HVAC` : . __......... "WHEN THE VENTILATION - I �.NTSHALL BE SIZED -' --- I _....�......L................�..........L...�............... I PUMP COMPRESSOR CAN MEET THE HEATING LOAD. DAMPERS THAT CLOSE HEATING&COOLIN(i EQUIPMEi CONSTRUCTED TO I-M,111T AIR LEAKAOE IN : Z IN ACCORDANCE WIT)I ACCA INIANU At.S BASED ACCORDANCE WITH THE REQUIREMENTS OF _'AwnMeni,PJL . fixtures. phone� socuTity, Cable and elec�rlc Service : rWni in nlm-owcakltm sball be cut to fit vT tkxmw i :pentetnitions bemeen ahy ipondit'oned anti Narrot�cavitir"i i (�slvfficsshall be filleJ by insulation that on it. I SYSTEM IS NOTOPERATING. . . . , Ii ; �Wtation 1 - . - . . . I : 'D TN : . � : . - :,UnecIndilioned 5 � haes. with Caulk or qPn'Ry foam. : teakfily coIifZ?rtT1.,1 to th,��tvaitabbi-cavily ipm, I N 1 103.5.1 (11403.5,1)I I EATED WATER C I RCULATION ONBLJILDINGI.OAI)SCAt.Cl.11-A�rL �� S ECTIONS N 1 102.4.1 T)I ROUGI IN 1 102.4.5 F : -PaGes. - . .........�..............�..................................-.........................�...�....�.......................�............................�........�.........�.........�...........................�....................................................................................................... ; � Air scaling shall b�c ptov,d,J between the parage . N 1 102.2.8(R402.2,R)FL(._)OR S- ACCORDANCE WITH ACCA MANUAL J OR OTHER : ,, ,and i . After drywall 0 Pepair or repimeany missing sheathing. Garage separation : AND TENIPERATURE MAINTF'1N1ANCF SYSTENTS : FLOOR FRAiMING-CAV11 Y INSULATION SHALL BE A PPROVED HEATING AND COOLING NJ 102.4.5(R402.4.5)RECESSED LIGHTING 1. - I'DJ.""'. . : coriditiont"dspact-'. i (11VANIDATORY) _I,". . : pccc,&�MW?hii rlxaif"�int"!icA in th��huildifig ltert."ed fivd�z fititim,in�uiihid in the hitildiag i .. : - 1. i Reirm"d 0-ghtinp : i HEATF`D WAT LR CIRCULATION SYSTEMS SHALL BE INS I'ALLED TO MAINTAIN PERMANENT CONTACT CALCULATION METHODOLOGIES.NEW OR RECESSED LUMINARIES INSTALLE.D IN THE 11� - - 0 Sent e�ectrical switch arid outlet boxes to dr�,Mfall If Installing housewap: : thmnal cirvotoN shall h,scaled tothe dry�kall, th,ertnat emelopr shalt b,Air ti,ghl and IC rated, i , 0 �',. � ..............�-------__1----_____1-------.------- , I ____ ____ :-____-_----------- i IN ACCORDANCE WITH SFICTION, RI 1033A.1 HEAT WITH THE UNDERSIDE OFTHE SUBFLOOR DECKING. RETLACEMENT HEATING AND COOLING Bult.DtNGTHERMAL ENVf.,,LOIIF-SHALL BE SEALED lj� 1.�,�,.. I.. : � . 1 � .4i't, ,, , . San ir�ttlation,hall bc cm ncafly in 0 around wirit,g . � '. .1. � 'NTSI � I ,;" Wth caulk. . , : E,QUJPM1-, JALL HAVE AN EFFICIENCY RATING TO LIMITAIR LEAKAGE BETWEEN CONDITIONED ��jt_i,�,`.:, '. w.d phimbingin exwrior tkalls,oritowd,mion 6V On. � TRACE TEMPERATURE MAINTENANCE SYSTEMS * 0 Seal top and bottom edges past the plates with Mouthing orl wiring : , k . : imiallation resdily conforrtis to auqihtbl,�space shall � EQUAL TO OR GREATER THAN THE MININIUM AND UINCONDfTIONED SPACES.ALL RECESSED - : : Z SHALL BE IN ACCORDANCE WITH SECTION �Ik,:�!;'!�,� : - - houmvrap tq*or caulk. : ".. , : twold Whini pipimg and Nviltinr� "1 . 11 1ht fixture boxes to ----�� ... i REQUIRED BY FEDERAL LAW FOR THE LUMINARIES SHAIJ,BE IC-RATED AND LABELED AS -) �1!�.�,t'-S-��, ,C-- -ilic- .......- 0 Seat fig dry%qall with caulk or he.41T bll�� d�. R 1 103,5.1.2.AUTOMATIC CONTROLS,TEMPERATURE -0 c 'r insi" mits adj�tccat toshtm,on;wIJ tub$"'hall N *THF,EQUIPMENT 1�, i " CXt4,'riOrA'&11'�ft�ll'IC�l.'Illt4kt bterimtk GEOGRAPHIC LOCATION WHERE - HAVING AN AIR LEAKAGE RATE NOT MORE THAN foam, 171 Seal housewrail,at%,%;indov,,s and doons. Sho"rrhuh an e0frior wall : Mhowcrs otal rubs shitil striarate them ftorn the insulalM_ SENSORS AND PUMPS SHALL BE ACCESSIBLE. IS INSTALLED, 2,0 CF%,t\N'HENTESTED IN ACCORDANCE WITI I ;;'O 4 A'6 " : stwwcm and wbs, I MANUAL CONTROLS SHALL BE READILY I---..---_________1 � i ASTM E283 AT A 1.57 PSF(75Pa)PRESSURF 0 Spat bath and kitchen ventilation fans to drAvall with 0 Minimize cuts,in hou,s,ewrap and caulk or lapp to : Tfiv air b,irrier AM W imialled b6ititul clectricat or ACCESSIBLE. ' FFqqM Fhvfrical/pbom,b-qx an esterior walls ;�4XIMMUnil�Xida 1.'411,1,1 Ot Air,"11-d iM.W.S kh�fll he : sea!all penetrations. : install"d. DIFFERENTIAL.ALL RECESSED LUMINARIES SHALL ZAlb : caulk or foam. __1___11___1_1_---,------,-.,,-,----�,�-�-��,�,.�.....____",...................______________..... ...__...____...�.................�................__.......___11111-1111111 [If- SEALED WITT I A 6ASKFT OR CAULK BF,,TWEFN DEC,20:20 � I-TVAC tv0stu,biv.4-;lNit pwvtrate bt�iibhvg tbertrall "I . , - 0 Seat all duct boots to floor or drywall with caull<, 0 OverLip seams aind sn,al�ufth cmulkor M AC reoster b"Is 1 cmdope,,ItAft be t�Mw to tbe)mbP,(x,r or drvw�!1._...___-----_________-——__-----_____ I THE.HOUSING AND THE INTERIOR WALL Olt 08904M ft SCALB houseturip tape. � When reqWmi to bcscalo�conceated fire spiritlicri; CEILING COVERING. S.A. AS NOTED : fban,k, or mastk% . ,,ih,�dlt�r�lybe.��c.,,Iodinamannt,Ttli,,-Aisr��iimni4��xi��d : I DRON W 0 If not using housewrap,seal all sheathing seams couetA41sprinkic", � h'Y(he InartufacwtvT.Caullang or othiff Robe-ive Z : I : J.L.1'-1. J.B. . 0 Sent any plumbing penfAration through dryv,mll with . w-alini"-A,1111 not be tried it,fill Nnoild�hetwtcrt fire I : v,fth housenyrap Vipe or cautlk. : spritkler cover plates and walls or ceilin&�. : —,—,-,--�,��,--�,��",-,--�'I.Ill'-,---,�1.4-"�-,--.�-----,,,-..,------�,---�-��......___J, ______.____J DRAWM 140i � row" row" Vk AW *10111011010v� 1111111"" PWA" A0101101h, rx III r1__%> Aopov& r"""416 r"W" P% n W"0110%, "Wow 11110001011M , M 0 1A0*4 L -11 UD L�= y IL 9 H ro\\�\ y UD � M VE )> � 11 ( caulk or foam. a, -111 acldii�M. in'.1'ectioartflog-walls AM be in accordance with the provisions offCC400, 17 OF 17 __ 8"6" 4" " 4" ., 6" EGRESS REQUIREMENTS FOR WINDOWS BELOW GRADE V� 0� -7 9 -11 17'-11 15'-2" 6 I SECTION R310 RESIDENTIAL CODE OF NEW YORK STATE .i► ,:••. .y ^r y•; 'v. . Y r•«M!' • .,6$►. t:r;t ••• is •: ••i :•t• "`i Jlli .,:�.�1 i,. ,r ,: •,;'1• :s.• .A.rt M�..:a`e e� '• ..i. ..�; ��"'��.,.• WINDOWS: SILL HEIGHT OF WINDOW ABOVE FLOOR: NOT TO EXCEED 44" z *� •�. -q MINIMUM OPENING AREA: >MINIMUM OPENING HEIGHT >24"SQ. FT. o MINIMUM OPENING WIDTH: > 20" m C Lb , M l MEDIA ROOM �•. WINDOW WELLS/AREA WELLS: • 1 '•: 4 -2 •t 8 REQUIRED WHERE WINDOW OPENING SILL HEIGHT IS BELOW GROUND ELEVATION. 17' 0 HORIZONTAL DIMENSIONS: > 9 SQ. FT.. (WIDTH X PROJECTION) o t _ Area: 297 Sq Ft to ®: A"'•'''•' •# „ ',�• " �': PROJECTION: > 36" - �» A �Y.d i 2680 » .~ •it.<.....r.. ,.. +•, "► •i• ., HORIZONTAL PRO J c . . :• :�•'.s t„ • : •r eiling Height. 9 -0 :�• y :. ..::: LA I '8.J}!�.r,. •�w•� •,• ,••®••.lr• +s .�n•i r«t. �: r,« • :; '�.:�f't�$ .t' •t4i•'•'%Ev�r•t+� !r + •!N �j, {i 'a�.•'• •d r•� ,n® LADDERS: T 0 t•O ' » «' ` "" ' •`' ••• REQUIRED ON WINDOW WELLS DEEPER THAN 44" AND MUST BE PERMANENTLY m 's oQ ® s fat ,, ATTACHED. LADDER MAY ENCROACH INTO WELL UP TO 6". 1-1 4" 15'-1" 1 6 `• ViE�fi BAR ' STEP DISTANCE BETWEEN RUNGS: � 18". RUNGS SHALL BE 12" WIDE OR GREATER 1i1 AND MUST PROJECT A MINIMUM 01 3" AWAY FROM WALL BUT MAXIMUM OF 6". O } [:. BATH1 Zl%k• „ �t SEE DETAIL A, SHEE 4 ••" •. ra 11 -7 3a� » „ �• •• wU 9-'11" X 5'-0" 'r' 2'-7 9 - 2 -7 ;. , ' ; GRATES: At�1 S Ft _3" - .,, B 4 +t:A SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. w w + q in 'i w •`• Ceiling Height: 9 -0 r -I I •;...,is- ,�•''tf, . ,:`:':.••r 4 N �'�•'«` �• ;.:.; +:t; . ."• N x � OPEN ASEMENT ��' �, 1 10'-0" °a 15'-2 C W-10" IRR r :r N �;: �r,.,. .W cv .� 10 Area: 1 2.75 Sq Ft �I i} ?� BEDROOM "A" 00 M' `� _ '� r. 14'-0" X 17'-0 IRR ` ; 4080 - ca �,; ..• ..,,.. •• ` ®. ? c3 Area: 259 Sq Ft ': DOORWAY wd I 1 -8 4,_ „ �,} t' ,tir. -;s t, :{.._,t :a; .;• -:a r •�;.: ";,',�: •, ,:•,: �, . LO .. ». I Ceiling Height: 9'-0" ate , f�} . : ••�{'• tt cD 11 s ..ei'.� pw � M,.��yt,ra. i�'t .w ,a •.:- r^ .•t:a:.d ,.,t► .�• ' ,• • ` ,tif} ,' .� �, I I I I I cV O t�,'►4: '., !i%.rR 'et'i,r, : i }.�:),? ta'.,is �1`'.. 1:'1st snap. .a. ��s •,s t a�� • •, t Ml�:•L.r1tr.�t R®'tl�r ya,• h' , „ Z « • - ••« MECH NICA y ,., ROOM FOR is I r 2680 ELEVATOR `: rn HE -6 ' _4.1' 0" 4„ 17'- 408 '-3 1 -3 � ' O 3o8LAUNDRY 3080I ID $ - - — MECHANICAL RM 2 ,• DRYER 268 1 '-O" X 21'-0" IRR .t Q W .t a Area: 205 Sq Ft , . 5'_0" ((Unfinished) 2'1�10„ 4,_ ,> ��• �: 2680 5,_5„ 5,-6„ S'_8" 5'-0" 8'-6,> - �O ELEVATOR �:• • ' 10„�I,� a CO 0 6» 2680 4 Cis! 4„ I ELE .r>~ M� !: 2680 BATHROOM #3 BATH OOM 4 - "$r �t ,t• -------------- 5'-8" X 5'-4" 8'-6" X 5'-4„ ............ N ,. r � . ti I. ..... .,.y •: 2680 2680 Area: 42.7 Sq Ft Area: .3 Sq Ft a' vl�`Olb Ceiling Height: 9'-0" Ge t1g Fi ight: 9'--0" 17 5 8 O `� 3-CAR GARAGE o BATH �. ,� 14'-0" X 17'-0" IRR Q, 9'a" X 5'-6" :, :' , N w �I' Area: 49.3 Sq F s= j ' Area: 259 Sq Ft [IJ I,.` ' 2668 oa `1 Ceiling Height: 9'-0" J Z *- f, Ceiling Height: 9 - � `-��F „ � _I :{• 9 -0 3 —6 5 -10 1 RECREATION RO M (� L (0 N -56' X 20' C[' SD Area: 1,481.75 Sql t +-• ' "• BEDROOM „" Ceiling Height: 9'' " � U Ld STORAGE 18'-8" X 12'-4" IRR r -� N J I—" O I - — - Area: 230.2 Sq Ft .' W •t Ld LO ? 7 -6 X 18 -4 ;yr - Ceiling Height: 9'-0" m Area: 137 Sq Ft �® }. '• (Unfinished) {r I (�[ Ld � „s cv 60 -0 ` 23'-8" 8" N c ,> , „ 21'-6„ 1'-6"1'-10" 7, 6„ a `' i t. ' 7 -6 ,`•'k 18 -7 22 -3 5 -6 - o 3680 -I I - 7'-6" •h� •.� � v, `�` .w� .. ,. i ::w• .. �,emu. .;: zsy „ -; CN3359 - ..�: ;.�.,. • '' '�': co ' cp 2680 CN3359 r. .•t.� : •,� ®=«'i f• ..' •f' �a• ';•► ri'� '"j ..d. ffi.! •�. ,j � � ..i• fV.+,• tL•t.e/; I�..t��„ f,�'.� t�. .. - _ , ~ - ,+ '" `, a.'w} irt►t,+ :®*,1, Y -i ;•#'•': •J a : . �+f,.��r, t;, I O O �' :«. •+ a .. :.•.• :. tea''',,,'�,,; ,: •a �. :r® SECTION M1502 CLOTHES CONDENSING DUCTLESS L----------- W1 ------ I------J '' �'• " f' "` •`,tt aids: !"'s :$':r..•� :�t: +: :♦sr •J► ir> ( > , ►: }� WINDOW WELLI . ; .. •,• ,; r •�: ,. ,. .., , ». ' h DRYER EXHAUST VENT TO CLOTHES D 1 -5 NjCHANICAL RM #1 ESS WELL 13'— — +�` '-3" EGRESS WELL -' '` � -- , . ' r �at r« xs • a ... . .., t .�:.`:•• tt�:••:• •-A N CID Area: 71.1 Sq Ft COMPACT FILL AS REQUIRED M1502.1 GENERAL. DRYER Q ••• � oa Ceiling Height: 9'-0" • 3: •:� -- -- EXHAUST SYSTEMS SHALL r •.,. •,� +,' ,* , - r..•,~ .s r _� BE INDEPENDENT OF ALL PLANTER 3' �� PLANTER IN ICATES REMOVABLE ®� OTHER SYSTEMS, AND •`" GR TE AT EGRESS WELLS SHALL CONVEY THE %• ,F 4'-7' 8'-5" ;� (y} MOISTURE TO THE ,. 1 �_ OUTDOORS. 25'—a" EXCEPTION: THIS SECTION �� ''``` °�'• �•' �.' rs" _t '� 'f y r '+.r •'•i �, J Lij SHALL NOT APPLY TO Z N LISTED AND LABELED WINDOW WELL SIDE w TWO #4 BARS AT 6'-0" PANELS MUST EXTEND LONG AT ALL WINDOW WE 4" ABOVE GRADE OPENINGS. LEVEL. GRADE MUST J N R WELL CO BE SLOPED AWAY F- I I S H E D B A S E M E N T FROM WELL. ----- GRATE COVER DOWNSPOUTS MUST C SCALE: 1 4"= 1 -0 ALSO BE SLOPED " WELL FROM THE U) W Q ' GRADE EL. -2'-0" W ^ / •.� o ----- --------------- - --- ---------------:D _j 0 --------------- e- LIGHT VENTILATION AND HEATING NOTES: � w PANEL SPAN - 8' MAXIMUM FIRST FLOOR FRAMED WALL FIRST FLOOR ` _J--- _- _-_--_-- %/i\ �// (SECTION R303 INTERNATIONAL BUILDING CODE)PER ( Z SCHEDULE SCHEDULE »" FLOOR JOISTS PER PLAN v ) Q AS PER SECTION R303.1 HABITABLE ROOMS: I 1 _j E- 4'-o"X4'-o" SLIDER --------- --------- ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA ® ( I e ESCAPE WINDOW, ------- ------ -- — - ----------- OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. LL1 M -- LL__tL.__�� ASTENER PER I ----------------' USE 3/4" Q SCHEDULE ______________ FREE-DRAINING NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR (/} APPROXIMATE GRADE -------------- ROCK OR A-6 OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE (�1/ TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION ------------- STONE AT LEAST PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BIE READILY ® t i q FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS _ - -n =-- -- --======-----=====----µ--===-==------ 12" IN WIDTH CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA 0"" —i --- --- --- AROUND ALL SIDES O FASTENER SPACING INCHES FINISHED CEILING PER OWNER OF WELL. FILL TO TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING U FASTENER TYPE PANEL 4 FEET < 6 FEET < ___ ___------ DEPTH _< PANEL SPAN PANEL SPAN CONCRETE FOUNDATION WALL DEPTH OF FDN VENTILATED. CL Q U :y: FOOTING CL z 4 FEET _< 6 FEET _< 8 FEET WOOD STRUCTURAL g FASTENERS PER No. 8 Wood screw based anchor 16 10 8 PANEL (7/16" THK. / j\ EXCEPTIONS: (SEE NOTE BELOWIV I SCHEDULE WITH No. 10 UJood screw based anchor 16 12 9 TYPICAL FINISHED BASEMENT WALL: FINISHED BASEMENT /\,� �P� ES OFFSET OFF FOUNDATION WALL VARIES REFER TO PLAN \` ' / /\/ THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT # MIN. 2" EMBEDMENT / \ \/\ REQUIRED BY SECTION R310 AND A WHOLE HOUSE MECHANICAL VENTILATION -inch la screw based anchor 16 16 16 (2) TOP PLATE •'. ` / \ \ SYSTEM IS INSTALLED IN ACCORDANCE WITH M1507. # NOTES: 2x6 WALL STUDS, 16" O.C. 1 :' 1. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS & 33 FOOT MEAN ROOF HEIGHT 2. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS Of THE WOOD STRUCTURAL PANEL 2x6 A.C.Q. BOTTOM PLATE, EXPANSION BOLTED TO SLAB. -' ' '•' . F FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM THE EDGE OF THE PANEL CLOSED CELL SPRAY FOAM INSULATION (R-6.5/INCH 3.5" = R-23} THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXW—Tj0.N I'1 3. ANCHORS SHALL PENETRATE THROUGH EXTERIOR WALL COVERING WITH AN EMBEDDMENT LENGTH \" GYPSUM BOARD INTERIOR FINISH / / ABOVE IS SATISFIED AND ARTIFICIAL LIGHT !S PROVIDED CAPABLE OF OF NOT LESS THAN 2" INTO BUILDING FRAME FASTENERS SHALL BE LOCATED NOT LESS THAN 2-\" CONCRETE SLAB W/ R-10 RIGID INSULATION ":,`r \ PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDILES (6.46 LUX) OVER FROM EDGE OF CONCRETE BLOCK OR CONCRETE WALL 4. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING VIBRATION RESISTANT'ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS �• \ // L THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) ABOVE THE ,o°'�. '<•• DAMPPROFFING FLOOR LEVEL. hj�� WALL SECTION PANEL EXTERIOR ELEVATION \ \� NOTE AS PER SECTION R310 EGRESS WINDOWS SHALL BE PROVIDED, HOWEVER ECT�' DATE ' • GLAZING AS SHOWN DOES NOT MEET REQUIREMENTS AS PRESCRIBED ABOVE. - MAR, 2022 HVAC CONTRACTOR SHALL FIELD VERIFY THAT EXISTING HVAC EQUIPMENT MEETS DESKYdEDBY SCALE: EXCEPTIONS AS NOTED ABOVE, PRIOR TO EXECUTION OF HIS CONTRACT. IF S.A. AS NOTED D ETAIL BASEMENT ALL SCALE: (" - 1'-0" • \ �` TIE ROCK FILL INTO PERIMETER EXISTING EQUIPMENT DOES NOT MEET CRITERIA AS REQUIRED EXISTING HVAC wrvB Y COMPLIANCE WITH R301 . 2.1 .2 PROTECTION OF OPENINGS N.T.S. - DRAIN SYSTEM SHALL BE UPGRADED TO COMPLY. ELECTRICAL CONTRACTOR SHALL D.M.H. J.B. q NOTE: THIS SECTION IS TO DEMONSTRATE CONSTRUCTION AT FINISHED BASEMENT ONLY, REFER TO SECTION A/10 FOR TYPICAL SECTION INFO. PROVIDE LIGHTING IN HABITABLE AREAS TO MEET THE REQUIREMENTS OF THE D�,,�„,��: WINDOW DETAIL EXCEPTIONS AS NOTED ABOVE. 2 EGRESS- SCALE. 1/2 -1 -D 72'-6" 16'-0" 30'-10" 6'-10" 10'-6" 6'-1Ott V-6' 8'-0" 6'-5" 16'-8" 7'-9" 5'-3" 5'-3" 4'-7" 2'-3" a z 0 1'-0" 9 5 STEP @FOR ENLARGED PATIO 15'-O" 17'-a" '-7" z PLAN SEE SHEET 11 O - - - - - - -- - - - - - - - - - - - - - - - - - - - - -11 1 - - - - - - - - - - - - — 3'-O" 11'-0" 3,_O„ I- a S 11 T \\ o f ------------------ ------------------ ------------------ a ------------------ ------------------ -------------- --- I I I I I O a I I, Ir f i � x _ \ '> CO co I I tJ w —g h I I- ........... . - -___ - j I 25'-0" o 0 D5 CN12080 ___ _____ ____________ - - - - - - - -- - . 1 1"Onooll ----------------------- ------------= I 12'-6" 2,_6„1Uj 15'-a" \ o COVERED PATIO 10'-3" 5'-6" i DIN I I I I I N z z I O Area: 787 Sq Ft 1 I LINE OF FLOOR ABOVE o D4 CN2680 I I lot 36" PRE-FAB. GAS--� N I I D4 CN2680 CN2963 „ _ Q 3E U.L. �' BLUE STONE PATI I r- -� D3 C5080 O r - LISTED. DIRECT ENT TO -- - ; - EXTERIOR PER VFR. _ �r--------- SPECS. I iv / I 6'-2." i 10'-4" PA 110 `n ' I I CN2 63 - _ PANTRY i �j - -- 3 x6 HEADER as o I I MASTER BEDROOM ®--�— ®®—®®®—�®® — —® N D5 CN12080 D5 GN1208a I 0 ( 2868 LINE DOR �Rcn `- BEDROOM „C„ - - C° - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - i i M CD a I 15'-0" X 19'-0" IRR Z --2468 z - ABOVE __`•„CN2963-••,• Area: 353 Sq Ft I I BATHROOM 6 r` Ceiling Height: 9'-0" �, ---- KITCHEN -o x 7-0 1- �,ti �� I w PLANTER EGRESS WELL - Natural Light: 16%> or = 8% t mot- G z A ea: 42 Sq Ft I GAP FULLY ENCLOSED FIRE IOf Ventilation: 9%> or = 4% I 17 -4 X 17 -4 3 to � �6 WALL SEPARATING I O c Egress: 5.92>qor 5.7 q F g g M c`Dv GARAGE AND - - -- _ - 1 O I I e Celli Height: 9 -0 co I Area: 30o S Ft o� S Ft DINING ROOM i SEE DETAIL VIEW A. SHEET 5 N' = I o STUD WALL W STAIRWELL 4" \ I I C, - - 36" Ld Ca " , " I r d r i GYP. BOARD TYPE X \ 13 -Q X 17 -4 1------ (TYP. PER C DE) } 00 HIGH m N Area: 225 S Ft isu+rlD i i C OSET __ PLATFORM I I SCFP 45 MIN \- - _ _ - - - J z q 1 _ 2868 \- --- - - - -� x RAILI G SD Ceiling Height: 9 -0' � i i � N o I i t i - i i 5'-O" o' W C i B 5 I 5 I U11 I o 0 0 1 i I o I � Y-- 04 i. i y®..._�.�®� 4„ „ DORMLINE ER U F 0 t I I 3 CAR GARAGE W X ABOVE `° r - , i '-4" 11'-6„ ,_0„ 5,_6„ 24'-4" X 35'-2" ¢ ,- 10 -9 3 -11 13 -0 I 4 1 d W 0) t- -Co o WALK—IN CLOSET 1 i i in FINISH: " GYP BOARD (TYPE X) /- — —— — —— `� N 10'-0" x 9'0" j -------------------- ------------------------- -------� _I WALLS AND CEILING AS PER — —— — ———I ( a J �' 0 U Area: 95.3 S Ft cross -Ilc t I CODE q , I -------------- ------------------------- -------� ca s - � LS? o I o o Lij I <- - - - - - -- - - � O I I M - t t \ _ - - - I rn in -.._ --a- -- _ � I N W ——— - -_T \ - - - - - - -- co � 5 ,.. I O -- - -� o I GREAT ROOM LINE OF I I o d �w CM BALCONY ;;� I ---r -- 29'-0" X 21'-0" o ' ! a o g® ABOVE D i I rea: 607 Sq Ft I I r 5 i I Ceiling eight: Varied 11' to 22' € a sos - • N LINE OF o `� LINE OF 2nd 48" PRE FAB G :.. 1 I = FLOOR ABOVE FIREPLACE TO BE U.L. -:- DORMER OPEN RAIL NOT TO ;,(� BREAKFAST AREA i ( LISTED. DIRECT VENT TO """ ABOVE a PERMIT A 4"- SPHERE ,C(� 17'-3" X 13'-4" i ( _I EXTERIOR PER MFR. ¢ O TO PASS. '� Area: 247 Sq Ft i I SPECS. /' _- - -- 0 BLUESTONE -d _ I 0 PATIO f � � Ceiling Height: 9'-Q" 1 I I LIJ I -------U I ' I p . . ?4o O o I L--_-_--------------- ------------------------- J CD ;P ( , O I d :. a _-1 LANDING \-- - - -- --i I �--- LINE OF I - \_- - - - - - J 00 Ln I I .:' FLOOR _ C -1�3�C1�t4 UN , x O 2 —3 I ABOVE to PERED , N W6 W5 rn Z T"EMPERED - ' = 10 q" 2163 N4963 CN2163 }- ws g(TEMPER7 wa O Ws ws W5 D2 CN3068 D1 CN6068 D2 CN3068 Z N i co D2 CN3068 D2 CN3068 �, C CV f INDICATES REMOVABLE—"' EGRESS VvEL 'n EGRESS WELL O i 0 ""L" d w r O GRATE AT EGRESS WELL ' W Y COVERED PATIO D CATS REMOVABLE — :D INDICATES REMOVABLE F (,) MASTER BATH , 3080 ENTRY TH 30" SID IGHTS I I GRATE AT EGRESS WELLS I G�ATE T EGRESS WELLS Q ( /1 w BATHROOM #5 COVERED ENTRY- _�I i II JJ < lJ J F- cn 13'-6" X 13-4" I I W Q a Area: 152 Sq Ft w CeilingHeight: 9'-a" ! EJ I I J O g �I I� I jp Z w .�- Q . . ® w � 0 ® o 5'-2" 5'-2" 8'-0" 8'-O" 5'-2" 5'-2" 12'-1" 12'-1" 9'-5" 3'-1" 3'-1" 9'-5" r o J �= \1 <C U 2'-0„ 1a'-4" 16'-O" 1'-8" 10'-4" 2'-O" 2'-1a" 24'-2" '-6' 8'-6" 25'-O" � n- y U? 1'-8" 72'-6" , 106 -a 'r } N , R S T F L 0 0 R P L A N NOTE: ALL EXTERIOR WALLS 2x6 ® 16" O.C. CONSTRUCTION. ALL INTERIOR PARTITIONS 2x4 ® 16" O.C. CONSTRUCTION UNLESS NOTED OTHERWISE N .,zr_rr O DENOTES HARDWRED SMOKE DETECTORS, TYPICAL. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. SCALE: I = 1'-0" phyOO 0 QN��i/ �w ECT NO: DATE: �® INDICATES SMOKE DETECTORS, ALL OF WHICH MUST - MAR, 2a22 BE INTERCONNECTED THROUGHOUT THE BUILDING AS �I ED BY: SCALE: PER SECT. 1060.10 OF THE N.Y.S. BUILDINGCODE. S.A. AS NOTED DRAWN BY: cM INDICATES HARD-WIRED CARBON MONOXIDE DETECTOR D.M.H. J.B. DRAWING NO; OF50 80 CFM MECH EXHAUST FAN TO EXTERIOR 2 47'-3" 2'-6" 8'-0" 24'-0" 8'-0" 4'-9" 4'-0" 4'-0" 12'-O" 12'-0" 4'-0" 4'-O" W 0 z 0 24'-10" OF DECK J m i STANDNG SEAM METAL ROOFING (2) LAYERS — — —� _ — — 15# FELT PAPER X" 'CDX PLYWOOD SHEATHING o — � "WEATHER WATCH" ICE & WATER SHIELD AS o —J JULLL MANUFACTURED BY GAF OR EQUAL. INSTALL AS JJ LL_-1J L__J PER MANUFACTURER'S SPECIFICATIONS 2x10 0 24' 10" d ROOF RAFTERS PER PLANS 2x6 COLLAR TIES cn I, I� PER PLANS 2x8 CEILING JOISTS, 5/8" TYPE 'X' Of Ld GYPSUM BOARD INTERIOR FINISH PROVIDE z PROVIDE CABLE RAILING "HURRICANE" CLIPS AT EACH RAFTER (TYP) o w wSTANDING SEAM I TOP OF RAIL 36" ABOVE v o METAL ROOF BELOW i ROOF DECK SURFACE o j �° cr- o ----. ............ ............ .--- __-..._.__-- I W ------------ 0N r — LINE OF WALL B�0 I —— —— — — — — I -- — -- — — — - --_— D- — -- -- — - -- r I I' _ I �IrI —II — I I I o C I R00 DECK LL J fJJ O 24'-10 X 15-11" Area: �i 95 Sq Ft N oLINE OF WALL BELOW z CW25 I i CW2 LO INE OF WI L BILOW , „ Li c`no I I I we 0 C T 10 -0 • �,.. 1 r z I I II I 6" FLY RAFTE o 0`O�/ALIGN L N ------ 14 o O D6 CIN 65 1 I s \ \ 1 ,� IN ft 4068 4068 LINE OF ENCLOSED FIRE WALL BELOW < \\ _o Of \ d\ Z U <c Im BEDROOM „E„ B 7 DROOM D 2ND FL COMMON ROOM 17'-0" X 25-0" rn 1 -4 X 21-4 14 -2 X 17-0 Area: 345 Sq Ft o -_ o CN A ea: 250 S Ft Area: 241 Sq Ft o 1 3 68 0 oD \ / 411m) (� © _ q Ceiling Height: 9'-0» I Tray Ceiling: -9 -0 ;n \ — \ / �\ GARAGE LOFT ~ Ceil g Height: 9'-0" 9 9 i� N \ w I ---- Z/7'1) -0306 I (n \\ Area: 3 3 q Ft \ w w z Ceiling Height: 8'-0" — U 1 14'-5" 14'-2" 17'- o I \ c) Ld z 4 — Z WET\E�AR SD COFFEE WET BAR 2268 _ _ \\ // w ob j iON i e,eR se2sa — — — — — — — — — — — — — I m \ Z U � W L3J ©z 2668 � 0 Of U PR. 3' BARN DRS ! a m \\ —— Q m _j SECTION M 1502 SD - -� // 4 ��- — — LL] CLOTHES 11 e 2668 I _ / O ONE"DRYER �66� �6 SD l�� °° � O 3 `� EXHAUST �� n CM - VENT TO o __ O � - EXTERIOR 0 2068 I11 \ _ OPEN ' N M1502.1 4'-4" 2668 RAIL NOT TO PERMIT A 3'-0" �6 9 -6' 0" I GENDRYERAL PHERE TO PASS. ` I EXHAUST = I - -- — J / SYSTEMS I 0 S' IrY Z_ — — SHALL BE `-- c° (° I / // O f INDEPENDENT o�� o / o . OF ALL OTHER j _ o / SYSTEMS, AND N 1668 I 31_ N CONVEY THE o MOISTURE TO I I I ��_ THE WALL BELOW _ 6" 7'-0" - — .__I OUTDOORS. I r=�---- 1: -0I / OI CN2959 CN2 59 '� EXCEPTION: —— — — — — I U�J;Ml � H bS8ZN0 s THIS SECTION F— SHALL NOT Ws I I I I LINE OF WALL BELOW 1 _ z W APPLY TO OPEN TO _ LISTED AND ROOF BELOW BELOW 6 -11 I f -_ _ _ _ _14 CN2848— — — — — W U }' m — —— —— —_ _—— — LABELED LINE OF CUSTOM ARCHTOP BATHROOM I BWALLELOW 10'-0" Lj Q z Z N BATHROOM #7 0 13 -6 X 10-0 r-— —� o r — —-IL BATHROOM #8 EGRESS WINDOW W Y 1 7'-0" X 13-8" 10 Area: 107 Sq Ft I I o I I 6'-0" X 9-6" _j PER CODE (TYP.) C _0 Area: Height: 9 -0 A Area: 133 Sq Ft Ceiling ' " I I I Area: 49.6 Sq Ft I Ceiling Height: 9'-0" Ceiling Height: 8'-0" � � W - - - -- cn COVERED ENTRY BELOW-,,", W � Q O w � O --------------- --------------- 0 - 0 Z w z • ♦ o W JCr) ow m vo n, oqk 3 -2 4-0 4 -0 5 -9 5 -9 4 -0 4 -0 F O < J Q c) 8'-0" 2'-7" 2'-6" 11'-6" 2'-6" 2'-7" 8'-0» 6'-5" IL Z cn 47'-3" S E C O N D F L 0 0 R P L A N r _ �b SCALE: 1/4"= 1'-0" NOTE: ALL EXTERIOR WALLS 2x6 ® 16" O.C. CONSTRUC110N. ALL INTERIOR PART111ONS 2x4 ® 16" O.C. CONSTRUCTION UNLESS NOTED OTHERWISE O DENOTES HARDWIRED SMOKE DETECTORS, TYPICAL. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. 70 .." sD INDICATES SMOKE DETECTORS, ALL OF WHICH MUST �PTECT NO - MAR, 2022 BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. E SCALE: S.A. AS NOTED O CHECKED INDICATES HARD-WIRED CARBON Y D.M.H. J.B. MONOXIDE DETECTOR MAYffir,NO.: OF ......_............... _. _..... _ ..,,. __... __........... ..._._».........»»»»»----.....__..- .:.................__..—..... ........ . ........................__...» ,......»....»............. ............ ........... ._......___., ,.................,..... . ...... ... ..._............ ..,. _ ,,.,,,,»». ......._»...»,..,._ »»,,. ». ........................»......,.,.,... _...,.,, _, .. _.. rt w 186 Z o .............. . ........ .._._,.».........»........ ...................... _.. .............. ss 1t O 1 r _ 1 o t 1511 7 tt / 1 t ...... ............._...........,...,,,,.,.»,.,..,,,,,,.. » » _..,_... »,.,..». ._,., :..............................»»......... „ ,». ,,» ... »»,,.. ........,.,............, __, �j l►�1 1 _ �............ _. .... ! 16 t; 4 i i w UJ ►q 1 11 � t rt tt 3 .................. 3 _.-»,,, »_. .. ... _. .�» 1t V 1 t .»_.._»...... _ L j .,....... ,,,,,, __ ,__»... . »..,, » ,� w7r W i N I , h. 4= 4.. ..... �. .. .. .,� ..... :r..: '.. ,,,,,,,,,»,,,»»»»»»,,. ..�:.a.... ..,..».»........,.,w» .r. .»»,.H,,,...<,w... ..,.u.a.... ...»..s...,»,»: .. .. .......... .... ..x.»»»......,.a.:a,.,...,.ao.,»».,». »ww.,.. .,,,,:...».,.,..,,,.»»a.,..,».,':..»»»: ,:«,+..»»»»,», ...»»»».,.. ..»,w».,...,,,,�. ...ww.... .,»..».......,,»,,.,.,:»,,,,,,,,, ..�..,,,,,,.»»,»,,,»»,,.,»»»»,»...,,»,,,,,,,»».............................................:.»».,,,...,,,,--- ..:.».,,.»»»»....»,,, »»».....».,,»,......,.......,...»..,».,,,.........»»»......»_»»»....»»»,,...,....»,»»»»»»»,,.,»,.,»,,,,»».......................»»»»..,..»»»»....,.,,.�„»..,.,......,.,,,».. ......... ....,»»» ...»».»»„»»»»,..».».,,,.,,,,. ::::.,,,.. ..... »...............»,...,, ....,.. ......,.......».»»».»..».»»....»»»,.»»...».... .... »..»».»»»...........»..... ....»».,....................... n i 4 _ 442 162 " I I I i c14 O 441622 CY) C')1:2 ............. ........ I �37. - CW 83 -- C�WR 51 531 63 - C1NBAFS.,REF .24. 614- r • 1 ! ...... ................_........................,...............»,,...»»»»»....,»».».............»..................._....................„.....,.........»»»»..,.....,,,,,».»».»...........................,...•.............................».»»»,.,»»»..»»».»...».»...,......... .�.... .....».»»»......_ ».....................................,....,,.,....,...,»,.... .......».............. ....... ..: {� 1 f 7 02 BF3 B3U-1 BF3 I� .»»._ _.B F B37.5-2DWR B36--2DWR SB36-1 B36-2DWFB R.HE 2.''" 4. "'i EEL-FBF 3 Ce-ffee Bar/Wet Bear t LOWER LEVEL .,. i �. _............._...»..._.........._.._............_.................................... �� x .:.. : n. i tt 3 ::::::...... I i 0- : . » » l- 2 1 . i '� / rr 2 " _ O r� l Ir _._........... ...»__.....»...» 15 t t s!_.. ..._.. ». {J iG1� ? rr 16 ..............»...... ..»` %I VJ LLJ Ld w z _J All dimensions ..size designations This is an original design and must Designed: 3/17/2022 � All dimensions _sire designations This is an original design and trust Designed: 3/17/2{)22 � U W � given are :pub ect to verification on not be released or copied ied unless Printed: 3/17/2022 given are subject to verification on not be released or copied unless Printed: 3/17/2022 � j lz � � `oh site and adjustment to fit job o applicable fee has been join site and adjustment to fitjob I # applicable fee has been 1�aici or job �»»» � � 1 1 � paid or job _....» � (� W � conditions. order laced.conditions. order- placed. 1a �.1 O CABINETRY CABINETRY LO _J �' DOWNSTAIRS COFFEE BAR J (Y? All Drawing #: 1 No Scale. �___ _ _.. _ � _. ' DOWNSTAIRS COFFEE BAR � El UJ U, 1 Drawing #• 1 No Scale. 13A5EMENT BA5EMENT DETAILED PLAN VIEYV NET BAR NET BAR ELEVATION O O 169" 45" 1T 45" O J 12 3/4" �I O 0 Z W U �-- m ?� Z Z NI o W Y � > U Q (� l~-- w tn Ln W Qo to _ in J O in � v- a O In In � Z W d3 7) � Z . . 0 0 o W J � iv o 0 o c\•r o � — I (W M Y 0 0 0 1-1 0 iV (� O W O iv 5B25R B15R m J m UGR24° B12R 5B25R BqR Cn Q U 1261/2" 241/2" 18"-0 ' • " � �t 24 1/2" 12" 24 1/2" 2 3/4" 12 1/4" 138 3/4" 30 1/4" 4i �,'�Ot,��' yc��t✓/! 36 1/2 24 �G�ES 510�� 16T ECT NO.: DATE: 12 3/4" — MAR, 2022 3 ED BY SCALE: S.A. AS NOTED 2ND FLOOR LOFT 2ND FLOOR COMMON ROOF DPAWN BY.D.M.H. D J.B. 1NET BAR ELEVATION COFFEE / NET BAR ELEVATION DRAIMNG NO OF5 _ ...__.. .,,.. _...�........__ ,,,,._,_,w.,._..............................................,....._.. ,_,,.,,,___......, ._w w ,,,,,,...w..........,,..�......,___,_ _...._.,„.-.._......m.,�,.,...._......_........................._.... ......�................. -- _..... ......... ..............._.........._..._._._.........,..._.._,_....__-.._..,.._.._......-_-.............._._..,__,_,__'-____ -.i #f- ................. 206 r�....._ _____w„�..M.�,.w........................_...................._..............__.........--------..__,,......_..,,,,,,,,,,,.:.,,............... „ ..._,_.__.........,......._.._......_. : ] : !,. _ - ~ ...._ _._....i 7 _........_... .,,, 1 ....... 44.. a ...... 7#}; �—... _ . 0 z 1r —..�.._._fin .-.,I it ## . ! i i ._._._.__"„__.._....______.................._.__..............................................._..._.................._.._.,.... -,.......,. .... ... ........--------...-.---------------............................................._•.„..., ....._._..._._.._...._._..._..........................._, ......,........,,,,,,„„........,,,,...........________.,....._.,,.._......_.._..___......_......................................._,,..,.._...... , i •' ++._........_;`__............_-------.-_.......................... ,„,„.„,.,.............. ..,. +.r....._... 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I r i €Harbes Island End Columns All Drawing #: 1' S A. AS NOTED r€ --------.__.. _..............-•-....._... ... ........... .....x�.. ._<. ........x... ........_...............x.,. .........__......- - w__..... w..„ . w.. Igo Seale.: Hai-l�e;� Island End. Colui�ins .El I D a�va ig #: 1 No Scale.El _............__............... _ _. _ . „ _..._._ w._._ __": .:::.. :.:::-.":,:. W ::.-. .-W , ._ , :::..:::::.::::::�:-_.. ; . w� Y: C E� .._.................._.....__...._-•-----_.....--.........._.___......... _H _w_ ....:..........._....................._................... _._.. _ __... _ ... w _ _ _..................„........... _ - — -- DMH. JB. 1 EL - KITCHEN ELEVATION 1 FL - KITCHEN ELEVATION5 DRAW£GtO: 0 � 1) 5OF ' S03C�� -ee �'J �i►� �1�S ha�"� LEGEND 6,: ABBREVIATIONS - 1 PR- DENOTES 2x6 P 5 L PARALLEL STRAND OFIOSED SINGLE FAMILY DWELLENG FRAMED PARTITION LUMBER DENOTES HIGH OR LOW PLATE ' PLATE ® DENOTES POST P.T. PRESSURE TREATED LUMBER � + DENOTES POSTED 0 LOAD FROM R.O. ROUGH OPENING ABOVE 1 T/ TOP OF ABV. ABOVE A.S. AIR SPACE V.I.F. VERIFY IN FIELD A.S.F. ABOVE SUB-FLOOR HA %e mm %0 amo*** K lwkrN �IMATTE LJCK9 INDICATES DOOR B.P. BEAM POCKET SWING DIRECTION W/ °o I.E.:"2668"INDICATES SIZE GALLOUT o \ = \ \ o 0 0 ° o o ° o a o CENTERLINE 2'-6"x 0-6 51ZE 00 0 a o a 000 o CLG. CEILING DOOR '1' # DETAIL NUMBER EXIST. EXISTING 2 a o c po o v oo r,4,• ./-. I , yr' 1/.. /I,' ' � / � v ° _�'I_ •'�-_, r :l,ti�, II!I'I �1_-� Ii,' -�,�~i`� �I' _ , 1,1 _#'Y= '/ o ° I� /� o 0 o DRAWING SHEET 1 ° 0 0 0 o FL. FLUSH 1 a o o DETAIL APPEARS FLR. FLOOR r 1 ° o 0 0 0 0 0 0 GALV. GALVANIZED / j�Iv�% Kl 0 0 0 0 0 0 ° - r{ \ `f/ Y r/ �Y 1F•, t r i p ° aa° a o °°op ° ° 0 0 o a° $o o ° HDR HEADER ° ° ❑'� 'k` k,.• ti! ` - -/ # . °o° ° o a o p o SECTION DESIGNATION " 4 °o ° ° o � •Kx= fib_ ;�-, 1 _%i' ` a ao 0 o A • / ° o ° 0 r'.;: °° a ° HT. HEIGHT DRAWING SHEET 0 o L.S.L. LAMINATED ® O op ° o ° o SECTION APPEARS o O o `/ r / STRUCTURAL o L.V.L. LAMINATED VENEER LUMBER o °gyp �T - ' y +{1 I4_ +�# " I Q 1 _ ❑� L ❑� �� r - \Iy ridl.'I` ., \ \ 1. kULai .°G\ r�l - -L ��,�❑.��_�', _ -�; ..,, -- _ - - � _ -- _ _ _ -_ �, �,1 r 1�1 {� 1� '\• \j, T--. l °'-I-•�,.?�"_ _��'I;�'�\-��dT I' %�I - - ' -"r-- _s 1 _ �-�I _ T 1_ - Tl ,1 l- ,"�_ K-- \ rl ,Y T - l \ l \ � \/ # \\ ' ` LdYi_k � �- rLFLFY r 1�- `I +f �*`� i�`k c� •,�. �1` I\.�\ �I y r , - - L[� i- 1 S _ _ L{ - L 1 �� y _ - W ISM } T - - - - - _ -- -_- -- - 1 I 1 LI I1TIi1ri. 1 W .J •• -_ - - � -- - - - - - 1 1 - m -r -. - > I _ Ir 1 �-- J a Fr N W CODE ANALYSIS ENERGY NOTES OCCUPANCY: Residential Single Family Detached NOTE: 1. Calculations are valid up to 5099 degree days. This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: REFERENCE STANDARDS: 2020 NY5 Energy Conservation Code, NFPA standard 70, 'The National Electric Code", and the Zoning Code of the town of Southold 1. All work shall conform to the requirements of the New York State Residential BUILDING PLAN REVIEW NOTE: LIST OF DRAWINGS 2020 Residential Code of NYS 2. Certified conformance for Zone 118. Code; all work shall also conform to the requirements of any other Codes and FOUNDATION SYSTEMS: Shall conform with Code sections and Tables 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), $ R404.1.2(1)Thru R404.1.2(9) Town of Southold Plans Examiner shall review the enclosed document for minimum 1 GENERAL NOTES, CODE REFERENCES other structure ASCE7-16 3.Wood framed floors, walls and ceilings shall have an approved required permits, inspection, certificates and tests. ANCHOR BOLT SIZE AND SPACING: %".0 @ 36" O.C. acceptable plan submittal requirements of the Town of Southold as specified in the 2 PROPOSED FOUNDATION PLAN O Climate Zone:11B vapor barrier(permeance rating of 1.0 perm) installed on the ASPHALT ROOF SHINGLE NOTES Building and/or Residential Code of the State of New York. This review does not 3 PROPOSED FINISHED BASEMENT PLAN 0 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 guarantee compliance with that code. That responsibility is guaranteed under the seal 4 PROPOSED 1st FLOOR PLAN 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST TERMITES: Refer to Section R331 and signature of the State of New York licensed design professional of record. That 5 PROPOSED 1st FLOOR FRAMING PLAN r DESIGN LOADS: 4.Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of A57M D-225 seal and signature has been interpreted as an attestation that to the best of the ro PROPOSED 2nd FLOOR PLAN Roof: 20 psf ground snow load rating of 0.3 CFM per square foot of window area. Swinging or D-345, installed in accordance with sect. r 905.2 3. Concrete has been designed in accordance with ACI 318-14"Building Code FLOOR SYSTEM: Shall comply with Ghaper 5 licensee's belief and information,the work in the document is: 7 PROPOSED 2-rid FLOOR FRAMING PLAN rr^^ ~ 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 `Accurate 8 PROPOSED ROOF PLAN V O 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 RSO2.10, 9 PROPOSED ELEVATIONS -1 Z W `Conforms with governing codes applicable at the time of submission Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete for Buildings"(fa" =3000 psi);All exposed slabs, and steps shall be R602.10.10, R002.11 $ R602.12 10 PROPOSED ELEVATIONS - 2 _l Q 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-815 Grade WINDOW ANCHORAGE: Shall comply with Section ROO9.7 'Conforms with reasonable standards of practice and with the view to the 11 PROPOSED ROOF DECK W U Table R301.4. length to penetrate through the roofing materials and the sheathing. 60 Minimum Uniformly Distributed Live Loads 6. Garages -front, sides, doors, interior shall have max. U=.40 safeguard of life, health, property, 12 PROPOSED PATIO \ Z WINDOW MULLIONS: Shall comply with Section R609.8 g p p ty, and public welfare is the responsibility 13 WINDOW� DOOR DETAILS 5 � � (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 header of the licensee. 14 SECTIONS Q Z 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. over all wall openings, unless otherv/ise noted. EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, 15 DETAILS � CV 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 Siding Attachment 16 NAILING SCHEDULE $ CONNECTOR DETAILS � U damper with a max. air leakage of 20 GFM. 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 PSI, and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or 17 AIR SEALING NOTES DETAILS Exterior Balconies 60 9 ( ) - � Decks 6O shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) Flo= 2,800 PSI, as manufactured by TRU5-JOI5T McMILLAN. Shingles. V_ U fasteners per individual shingle. Passenger Vehicle Garages 50 8. The Contractor shall submit the design, size and type of 6. Double frame around all openings, under parallel walls and under bathtubs. Provide FOAM SIDING BACKER BOARD: Shall comply with R316 LL W Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six (0) fasteners per Simpson hanger connections at all fush structural load bearing conditions. ro" DIAMETER W required by the Building Department. shingle where the cave is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION: Shall comply with R802.1 Refer to r___I Attic with storage 20 base wind speed is 120 mph or greater. 7. All concrete block shall conform to A5TM C90; Mortar shall be type "M" Rafter Span Tables R802.4.1(1) and(2). THE CONSTRUCTION TYPE 10 Rooms other than sleeping roorrs 40 9.All thermostats shall be adjustable from 55 degrees to DESIGNATION SHALL BE "I", "ll", Z W Q 85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the AI5G'S ecifiactions for ROOF ASSEMBLIES: Shall comply with Section R902, R903, R904 "III", .IV', "V"TO INDICATE THE Z Sleeping Rooms 30 q p R9045. CONSTRUCTION SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings'. Steel shall �- Stairs 40 10.All ducts and pipes shall be insulated as required by code. conform to A5TM a-572 (GRAD:50) and A-501. CLASSIFICATION OF THE Guards and handrails 200 ROOF SLOPE: Shall comply with Section R905.2.2 STRUCTURE UNDER SECTION W �[ Q 1. Any glazing in any door type. 11. HVAC Contractor shall verify heat loss calculations. 602 OF THE BCNYS U DEFLECTION LIMITS: 9. All electrical work shall conform to local NEC and Underwriters Laboratory Rafters with no finished ceiling attached: L/180 2. Glazing in any walls enclosing a shower, tub, a sauna or steam room '". requirements. ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) O # g 12.All cellar and/or basement doors shall be insulated. fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) REFLECTIVE WHITE 0 � Floors: L/360 10. Pre-fabricated fireplaces and flues shall be UL approved. -� ~ 13. The Engineer certifies that to the best of his knowledge, 3. Any windows within 24" of a door`". 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 state 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 and local code requirements. is less than 18"above the adjacent finish floor within 36"of the window. REFLECTIVE RED ONE MILE OF SHORELINE Code of New York State. (November, 2019) INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section PANTONE #187 All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0"of the water". 12.The Contractor shall verify all existing conditions before starting construction and R302.10. �y_` L c shall notify the engineer of any ambiguities or discrepancies before proceeding with the large missile test of ASTM 1>96 and or ASTM E 1986 r g the work. If any questions arise before or during construction as to the intent or GYPSUM BOARD: Shall conform to Section R702.3. 4 Jxa OR 6. Glazing in stairways and landings within 3'-0" horizontally of a walking surface". 1 „ P(;q?a- plywood panels to cover details of the drawings, the contractor shall call the Engineer,James Debis, at �2 _ ; j. ';. .0 s tu•. The contractor shall provide pre-cutY2 pyw p MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE for clarification and/or instructions. If the contractor fails to follow the above the glazed openings shall pre-di-11 edges at 12" o.c. to accept Refer to Section R307.1 DESIGNATION FOR STRUCTURAL !� ` ''`':''"^` `• i " GLA55 I5 MORE THA 60"ABOVE THE FLOOR. procedure, he shall assume all responsibility for the consequences of his actions w.*� 2-1/2" #8 wood screws and provide adequate number of screws COMPONENTS THAT ARE OF and/or decisions. for fastening. STAIR LANDING: Shall comply with section R311.8.2 TRU55 TYPE CONSTRUCTION � �s7C ✓ x,� CLIMATIC AND GEOGRAPHIC DESIGI�J CRITERIA TABLE R301.2 1 13. The owner shall arrange for supervision of the construction work to ensure FLOOR FRAMING, INCLUDING �`, ��J p' compliance with the contract documents. STAIRWAY: Shall comply with Section R311.7 F GIRDERS AND BEAMS NO; DATB WIND DESIGN 5UBJEGT TO DAMAGE FROM HANDRAILS: Shall comply with Section R311.7.8 1� - DEC,2020 SEISMIC WINTER ICE BARRIER MEAN 14. When using ACQ pressure treated lumber all nails, screws, sill plates and wind "R" ROOF FRAMING �®f �B GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING 9 P DESIGN DESIGN UNDERLAYMENT ANNUAL straps must be hot dipped galvanized or stainless steel fasteners. S.A. AS NOTED SNOW LOAD HAZARDS INDEX p PP g "FR" FLOOR AND ROOF FRAMING EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP TRUSS SIGN NOTE: MAYM a" mar` 111iiiL, 15.Per r3O2.13 code, new floor joists at basements only(not crawlspaces): unless J.L.M. J.B. Ibe/ft2 MPH °F °FPROVIDE TRUSS SIGN IN ACCORDANCE WITH INSTALL TRU55 51ON AT LOCATION OF INCOMING ELECTRIC DMWM KO, using 2x dimensional lumber or microlam joists,1/2"sheetrock must be installed on PART OF NYS CODE SERVICE. CONTRACTOR TO FURNISH AND INSTALL MODERATE TO underside of joists (wood-!joists or steel joists).TJI flak jacket to be used in place T 1 PROFESSIONALLY FABRICATED SIGN AS DETAILED ABOVE. 20 130 YES NO NO B SEVERE 3'-O" HEAVY 11 YES NO 452 52.70 of standard TJI wood-is for exception to code requirement(no sheetrock). of TRUSS SIGN 17 NOTE: PIER FOOTING LEGEND 1. AT ALL FLOOR J015T OR FLUSH BEAM TO FLUSH BEAM CONNECTIONS,U.S.P.(OR RAILING TO CODE F — 7 INDICATES 31/2"STEEL EQUAL)CONNECTORS SHALL BE PROVIDE o I COLUMN ON TOP OF REFER TO DETAIL 1,THIS SHEET 24"x24"x12"POURED I— — J CONCRETE PIER FOOTING 2. PROVIDE 0)1.["x11-]"L.V.L.RIM JOIST, ENTIRE PERIMETER OF FLOOR SYSTEM •'A I^J I � 7 ANCHOR {l BOLT NOTES: INDICATES 31/2"STEEL COLUMN ON TOP OF O I 36"x36"xl2"POURED 1• TYPICAL ANCHOR BOLTS SHALL BE)"-, CONCRETE PIER FOOTING WITH MIN. ` \ L O.C.MAX.12"EMBEDMENT, ALBL FOUNDATION CED 3'-0" CORNERS, Q INDICATES 4"STEEL 2• ANCHOR BOLTS SHALL BE #5 @ 12" .o I COLUMN ON TOP OF 42"x42"x12"POURED ro 'clI I CONCRETE PIER FOOTING �• 14 35'-51, 15'-O" 17-0" 9'1 — — — — — INDICATES 4"STEEL COLUMN ON TOP OF 9'-2" 1'-61, 4'4" I I COxURED NCRETEPO R FOOTING • • . I 01 FOR I o (V ! e• ;:'.r. :.. — ENLARGED PATIO 12 PLANS E SHEET 2 I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I L - - - - - J I 12 0471--ic:TAIL AT BETAININO WALL �q I I I 4x4 ACC POST FROM PATIOINDICATE5 TOP OF WALL ATDOOR LOCATION DROPPED N75 I I HEADER.SECURE POST TO � I I _ CONCRETE WITH GALV. 2 FOR SLAB OVER ( I O — c> —— — — — — — —— — — — —— — l9 I I POST ANCHOR.TYP.FOR 6 / _ 16 lQ" I r - - - - - - - - - - - - - - - - - - - - - - - - �- - — — — — — — — — — — — — — — - - OVER - - - - - - - - - - - - - - - - - - - - - ROPO5ED PATIO B 1 -- �R 6 MIL VAPORBARRIER 1-\"TYPE"B"20 GA. ING "P D - - — — — — — — OV M � \ 2 — 3'_5" I ON TOP OF WELL COMPACTED —(� WITH 4"POURED CONCRETE LAB I 1 — — — — — i 16 — — — — — — — — I SOIL. — — O 1 lu I P VIDE BEAM w I I I— \ \\ 1'-6" 1'-6" 4'-11" l9 I 8" Iicl m m 15'-8" t- 1 2x12 FLOOR JOISTS 16"O.C. \ I X OCKET AT STEEL W w I \ ]� BEAMS,TYPICAL �I — J L_ - 1� o I I PROPOSED BASEMENT 4"POURED CONCRETES B I I I _ _ __ _ OVER 6 MIL VAPOR BARRIER 1 I F 7C15 STEEL BEAM IN FRONT _�ll -— im ON TOP OF WELL COMPACTED I 10 INDICATES PROPOSED I N L — L — J 1 I I ( STEP FOOTINGS FOUNDATION I I SPOURED CONC. OIL.PROVIDE\"PERIMETER I 1 FOUNDATION WALL 1 10 5-2 I I I L _ _ _ _ — — — — u. DROPFO I I EXPANSION JOINT. I 1 3O_1p' I / WALL IN THIS AREA I I I I I O FORSL��BOVER - - � I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — I I F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I �; D V or cl 57EE �OEK I I jn 1 F_ x12 FLUSH BEAM WITH L — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — - 41,P.C.OV R I I I Vl w F�ROP05EDI 1 I (2)\"STEEL PLATES A5 I PE�I a� II \ _ III III AW--� z NUF.BY"BETTER HEADER" X U WPROPOSED INDICATES PROPOSED 3 STEEL COLUMN ONTO LOGATON OF ELEVATOR x EGRE55 WEAL �7N S CODE (R 302.13) REQURE5 THE DROP FOUNDATION 3r6"x36"x2 POURED 31 _ � ,-- UNDERSIDE OF ALL FIRST FLOOR WALL IN THIS AREA CONCRETE FOOTING,TYP, I U 2 I I I I I 4 W FOR SLAB OVER FOR 16 I I I I _-� �... O JOISTS IN A FULL BASEMENT TO BE 6) COVERED WITH GYPSUM BOARD OR _ I 1O 1 10" PLYWOOD. 17-10" 10 w [o I 8' 2'-10" 8" 4'-O" 28'-2" r, � � I 1 I I I � W J MM �- 1I THIS FOOTING DIRECTLY� N INDICATE5 PROPOSED 1G FF BENEATH POST FROM 1 31/2"0 STEEL COLUMNDROP FOUNDATION ABOVE-FIELD VERIFY ONTO 42"x42"xl2"POUREDWALL IN THIS AREACONCRETE FOOTING,TYP. Q0FOR SLAB OVER FOR 4PROVID BEAM1 c0 I I I POCKET "W X 9"D(2)13X 117/8"L.V.L.DROPPED GIRDER L - - - 9'-8" 1T-10" I 24'-10" - - - - - � �DROPFOUNDATION _ PROPOSED BASEMEN ALL WALL IN TH15 AREA PROVIDE BEAM S.TPOCKET ' L.V.L. _ GIDER W/ 11 3/d°STEEL PLATE A5 4""POURED CONCRETE SLAB T FOR SLAB OVER (3 13/ "X117/8' .V.L. I I (3 13/4"X 117/8' (3)13/4�X 117/8" — D VER 6 MIL VAPOR BARRIER L.V.L.DROPPE�L_ ——�—— _ —— U [ ON TOP OF WELL COMPACTED I N o I _ 3 13/4'X 11 7/8 L.V.L. I 8 I I DROPPED HEADER— � _I DROPPED HEA ER ] I DROPPED H DER �I_ — MANUF.BY"BETTER HEADER I 501L.PROVIDE\"PERIMETER j 1 EXPAN51ON JOINT. O of I F 1 1 I I I - -' I L I I I Q I I I i a I o 6 1 I I W u I o x (n 1 al F- I I I ►�-► _ '� of I I I� 01 0l ui s ml `r x I Z I I O �lml ( 1 1 z oWc I O I I I I o m �DBL FJ� o m EI w W w I I I I m W a: oW °I o I I oQ o l9 I I I ( O yl = Iw ul 1 —1— u_ r ull N I I iY —� �l of to w o 1 I .- �1 w �I 1 1 I O STEEL DECK I I �1 m1 I LLI cv > Qa x WI= I I l� 3 4,P.G.OVER I I = o Y = J �n o E ]_Al in o u� a F w LL w w E 3 O oc m W 3 I I I I I Z W �I I� I ( I ml I 1 1' I u-I C� Z u 1 1--- O I r m Iv m 1- X I I 1` 1'-6" 1' 7 8" I I I —� W m ry �, x _j wl I Q ( 5/5 o X 16" LONG 1 I 1 o I I = W Z > J o f I I w ,;, I r I I F NOTE- IN GONG WALL ABOVE �I ANCHOR BOLTS 1'-O" I O Z (� I I 8'_6, 8„ I I I Q ~ lu -- I I Q z NOTE: IN GONG WALL ABOVE I I o I WINDOW USE (4) #4 BARS. (2) zl >. I I I bl I 1 FROM CORNERS AND I Y (V o I I 1 F w I TOP$(2) BOTTOM W/STIRRUPS 45"O.0 MAX TYP X I 1 WINDOW USE (4) #4 BARS. (2) @ 3" O.C. (TYPICAL EACH SIDE) Q ( ) Q TOP (2) BOTTOM W/STIRRUPS I I — — —�p — 2 I @ 3"O.G. (TYPICAL EACH SIDE) I I I NOTE:AT PROP05ED FLOOR 5YSTEM 4 — ~ I • I I .. 1 = 1 1 I °• . ` •_ ') �• .• PROVIDE 13/4"X 117/8"L.V.L. RIM JOIST, I- - - - — [- -- - - —, 1 l 2 W J - - - - - - - - - - - - - - - — % • 16 ENTIRE PERIMETER OF NEW BASEMENT Y_- — — — — — — — — — — —� I M Y 0 - - — —� r - - - - J m r —' ——— = —=_ -——_ I I y I L - - - - - - - - - - - - - - - - - - - - - - - - - - ((�^^ 1 (3)2x12 FLUSH BEAM 1 acwDe eeAr z ugi 1 CANTILEVER ABOVE I I — — — — — — — — — — — — — — — — — — — — — — — — — — — —\ I I I N V O CANTILEVER ABOVE I �ccr�rArsTeeL v V_ 1 m 1 1 1 PROPOSED PATIO 2 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - Z t(1 Z O eons,TYPICAL W8x21 STEEL BEAM w W — — — — — — — — — I I 1 4"POURED CONCRETE 5LAB I I 16 L — —° — — V L- - - - - - - - - - - - - - - - -� -- -- -- -- L — — — — — J I OVER 6 MIL VAPOR BARRIER 1 o I I L — ON TOP OF WELL COMPACTED — J I w I I B - - - - - - - - - - - - - - I I SOIL. r 1 Ca— — — — — — — — — — — — — — r m oc = W8x215TEELBEAM a O � I I E-- - - - - - - - - - - - - - - - - - - - - - -I - I � O IL - - - - - - - -- - - - - - - -� -- -- --� -- L — — — — - - - - - - - - - -I I I I J 1 13 - - - - - - - - - - - - - - - - - - - - - � I Q J - - - - - - - - -� - - - = - - - - - - - - - - - - - � I X�o ��; Lu 7-4" 6'-8" 2'-0' 11'-O" 2'-6" 6'-8" 7'-4" ��fiF� t�J`�1%' 44'-O" 2'-10" 24'-2" 1'-6" oEc,202L sn scar, 72'-6" S.A. AS NOTED wn a�a®en J.L.M. J.B. auw�a�a, F O U N D A T 10 N P L N SCALE:114"=T-0" i L OF 17 72-6 81-01, 01-51, 161-811 7-9" 51-31, 51-31, 4'-7 2-3" STEP ENLARGED PATIO 151-01, 5-7 14 12 PLAN SEE SHEET 11 oo� 5 T E 11P I ........... ................. ......................................... .................... - ----- -- . .. ......... .............. 1A----- r.......................... ------ ... ... .....I.......... _7... ....... ..................................... ............... ... ..................... ........ ......... . ........ ........... .................... .......... ............ .......... .... ............... ............. .......... .......... ............ .......... . ............. ........... ... ... . ......... .......... ....... ........... ........ ---------- ;t w ............. ........... ........... .................... ......................... .......... -j . . ..... .............. ........ .......... .......... % ......... ........ ...................... .......................... .. ........... ........... sl . ............ QJ3 GN12080 ...................... �7,-=................................. .......... Ah is 151-01, ............. ................ ........... ....... 12-ro" 12-0 f:c ......... ....... ......4-.......................................... .................................. .............. ........... .............. . .... ........ .................................... .. ...... ......... . .... ....... .... ..... .......... ............... �_7---0-T 01 COVERED PATIO ,,-:': DIN ................... ............. ... z Area: 787 5c; Ft .................................. j LINE OF FLOOR ABC VE ....... .......... .......... ............ ...... ........... ...... .......... 00 .................j ... .......... 80 GN2003::::�' .......... 04 r- 2680 ...... ...... ... ......... ...... G ................. ............................. . ..................... ... ...... .... ...... z ❑ PATI R ---- ....... ................ ................... .. ................. ........... IL 4" .. ......... ........ ......... .............. . . .............. PA ................. ........... ..... 14 ........... ............ ............t; ..... ..... ..... ....... .... PANTRY CN2-T63 ro-o-x ra-a-j %2XG HEADER J ....... ............................... -AIDER ........... L9 .......... . ...... Area:40 Sci Ikr MASTER BEDROOM I Ceiling Height- .......... LINE OF 080 N12080 O .......... ty. -01,x 211-101, IRR .00 -------- - --------- ----- ---— DORMER Area:31.9 5q Ft ................... ... ABOVE Geiling Height: 0 MJ ............... Fire separation Natural Light: 16% >or= 8% L — — — — — HALL required as per ESS WELL Ventilation: .9916 >or=4916 KITCHEN PLANTER NYS Code el Egress: 5.92 >or 5.7 Scl Ft 17-4"X 17-4" <-- -- - - - - -- Area:300 5; Ft I ly Geiling Height: FOYER LIVING ROOM C� M rn Bell UP 13'-C)"X 17-4" ral-C)"x 51-81, Ul 6) 1 n- N \-- - - -- -�j HIGH 15LAND Area:34 Scl Ft 0 :1: Area: 225 Sq Ft -------- RAILING wz t__U Ceiling Height: 0 Gelling Height:9'-0" 00 x _ _ O w r ------ 4" -3" 7-10" PLATFORM W w Z 2 4" 510" 4 !3 3'-2" 17 I L L I r101 L 4" 1T-7 VIP I _j LINE OF w GREAT ROOM DORMER A U 6) 3 CAP, G5RAGE 24'-8"X:23'-G" ABOVE n A 24'-4"X -2 Q Area:580!5q Ft Area:835.75 5c; Ft z w 0) LI[JL Ceiling Height: CATHEDRAL - - -- - - F--------------------- ------------------------------ J 0 L--------------------- ----------------------------------j _j w Lo ')VIDE STEPS DOWN TO 2 3'4" PROVIDE (21 BASEMENT.FIELD VERIFY -- — — — — — — — — BATPROOM & MJ M RISE e PUN PRIOR 70 6) ill-all x W N w CONSTRUCTING EGRESS _III❑ z Area:895;�\t - - - - - - - - - - - - -ji - - - - - - - - - - - - - M lu L k FZ1 '050 ,I - - - - - - - - - - - - - - - - - - - - - - - - - -- 1--r,,-Ceiling HeIg 9 x ro_U -,-01,14" LINE OF ul irl LINE OF 2nd BALCONY FLOOR ABOVE r--------------------- ---------------- ABOVE L S -O Z, +D - — cL O �s34"H.MIN.,36H.MAX:--� 42"PRE-FAB.GAS II HALL LINE OF r R (Y E BEDROOM OPEN RAIL NOT TO PERMIT FIREPLACE TO BE U.L. (Y I IIb L157ED.DIRECT VENT TO ABOVE IT-4"X 10'-0" IRR A 4"-SPHERE TO PASS. EXTERIOR PER MFR.SPECS. Area:1.23 5c; Ft BL-LIE-STONE Ceiling Height: BREAKFAST AREA 0 -4 PATIO Natural Light: 16916 >or= 8916 17-3"X 10-4" RR r--------------------- --------------------------- ------I C� I II L--------------------- --------------------------- ------ Ventilation: 9% >or=4916 FOYER Area: 236 .5ci Ft Egress: 3_92 >or 3.75cl FtBATHRO "UP Cv 1,21-01,x 111-01, Geiling Height; F_ Ij < - - - - - - LU III � i � 15-01� lg Area:132 5(; Ft I 4'-G" 4'-0" 1 ea 43 5q Ft LANDING Cc iling H�ight: CATHEDRAL — — — — — — —- I--- LINE OF Geiling eight: C;N2;3-14L ETN21ro3 11-4" 1 1 FLOOR x L I I 771 PER (7E PERIED)ABOVE L�==M 1 0 r 7N_ r GN155 P4055-- _GN15r-__ CN216 _3 (TEMPERED"(TEMPERED) (TEMPERED) (7EMPEPE TEMPERED (TEMPERED) GN2163 GIN14-903 GN:2163 GN3068 GING068 GN3058 EGRESS WELL G GIN3068 -0. EGRE55WELL I I I I ... nl INDICATES REMOVABLE G E) z > L 10 z CD CD ORATE AT EGRESS WELL 1 1 COVERED PATIO .3080 ENTRY WITH 30"SIDELIGHTS INDICATES REMOVABLE ❑ ❑GRATE AT EGRESS WELLS V_ COVERED ENTRY ................ ............ __j W ................................ LL W FI W � O L z Zo T_ w �, w C) O �, p # 5-2" 12-1" (y- U 21-01, 104" 161-011 10'4" 2-C)" 2-10" 24'-2" ,OWN PJL 72-6 ov- I r. A F1 R5T FLOOR PLAN NOTE:ALL EXTERIOR WALL5 2xro 9 16"O.C.CONSTRUCTION.ALL INTERIOR PARTITIONS 2x4 9 16"O.C.CONSTRUCTION UNLESS NOTED OTHERWISE SCALE:(0 DFNOTE5 HARDWIRED SMOKE DETECTORS,TYPICAL.PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE, 0. OINDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS DEG,2020 PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. DEBIGNIM ft 90ALD S.A. AS NOTED ODMVM UF_ qul INDICATES HARD-WIRED CARBON MONOXIDE J.L.M. ji.B. O H. A, ILI "--A ea 4-'j _j Nyl DETECTOR (50 CFM MEGH EXHAUST FAN TO EXTERIOR, OF FZ 4 17 HATCHING INDICATES AREA OF ROOF DECK ABOVE.TYPICAL CONSTRUCTION SHALL BE: DECKING TO BE SELECTED OVER 2x12 SLEEPERS 16"O.C.ON TOP OF)"CDX PLYWOOD SHEATHING LINE OF ROOF DECK ABOVE (2)1�' (SLEEPERS/SHEATHING SHALL HAVE 60 MIL xll-) L.V.L.DROPPED HEADER EPDM FULLY ADHERED)SHEATHING SECURED _ _ _ _ -- --- _--- T--_ ---- - --- - o TO 2x12 DECK JOISTS RIPPED DOWN TO 7' - . -__ - ----_�. . . . . .__ ;'r.; T-----_- SPACED 16"O.G. Ti IIz at ��.'!'.'.'. .'.'.f.".'I p L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . F . .II ul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... Ilol J = I O � In! XpWl � '.1.. . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . .i I >� . . . . al Ilf.. . . . ..'.'.'.'.'.'.'.'.'.'. . . . . . . . .'.'.'.'. . . . . . . . . .'.'.'.'.'.'. . .'. . . . . . . . . .i I i� v OL .'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- o ll.:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * -- CANTILEVER (3)1-("x9-"L.V.L.HEADER -� - y i� :'.: . . . . . . . . .:.:....... . . . . . . .:...:.:. . . . . . . . . . . . .:.:.:. . . . . 3 . . II - -_-- :... o . . . . . . . . . . . . . . . . .AS REQUIRED ' I 11cv '.'.'. '.".' �2)� T4X11-7/8"LV L DROPPED-fEADER �- tiI l• • • . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' -- - -- ICI IIE� -- 1 1 x \ . . . . . . . . . . . . . . . . . . .'.'.' :. . . . . . . . . . . . . . . . . . . . . . . . . . . .; a :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: . = I -------------- --- -- ----------- 5 I 5 ry �g ml cv j l ' Iv- j l I I l \ m l . .:. . . . . . . . . . . . . . . . 1 'Ij O O xl 11 cv a o. . . : . : . . . . . . . . . . . . u ~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ILL . . . . . . . . . . . . . . . . . . . . . . . . : O w �1p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O I N cv �Il. . . . . . oc '.".'. . . . . .'.'. . . . . .'. . . . . .'.'. . . . . .'. . . . . .' 1' ' 'j°c x �1 jlm o I I cn o1� N o. . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Im c� Cai l) 'Iv rl \ � . . . . . . . . . .I LL O - __ WALL ABOVE �I ".'.'.'. O'.'.'.'.'.'.'.'.'.'. ............................ . . . . . . . . . . . . : o l o WALL ABOVE i9 ` - ��- 91t4"t't-FtrFJSFHBE{ � . . . . .O ot '.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. _ — — __ - —_ _ - --- N l) . . . . . . . . . .". . . . . . . . . . . . . . . . . . . . . . . . . . . .' . 1 (3)2 X 10 FLUSH 1 �� -� (3)2x10 HEADER ^�/ w. . . . . . . . . • • • • • . • • • • • • • • • • • • • • • . • • • • • • • • • x - - - 2x12LEDGERSECURED70a. �. . . . . r- . . . . . . HOUSE W/( GALV.LAGS . . . SPACED 16"O.C.STAGGERED . . . . . I I x SECURE ROOF DECK JOISTS ...... TO LEDGER WITH FACE MOUNT.. . . . . W v /'' I O 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HANGERS . . . . . Lu . . . . . . . . . . . . . . . . . ..�• - ' O 3/4 X 11 L.V.L. `• -- - ------- -- - - -- � � I I CURVED CEILING - 3 1 7/8" HEADER (3)1-3/4'X 1-7/8"L.V.L.HEADER I (3)i x10 FLUSH BEAM W/(2)3/4'STEEL P TE FLUSH BEAM I1 1 I TO MATCH ARCH AS MANUF•BY"BETTER HEADER' 1 co p / 1 I I 2x8 G.J. \ OF WINDOWS x u- _ Li I ,Pwj rT T 5 3 W r / I I { \ I �i 0 II m � \`� / /� � / I - - - - - �I I 2X6RR 2X6RR l - - �I `? Q O 9'-1" 3'-11° \�� /'/ / , I 16"O.G. � 4 X 4 I �\ o�c U I ,-- ►� ►- n = oj Z - / l I o \ POST +�\ O ml ml � a \` \Y� / x l o�\— — — — x i9 of 12 �I \ ------_-_�--- III I o I J-� of �I F ;1 �I �_ - -(2)2_X12"JP5E7:ABOVE ARCHELLI D CLG-_ --- -- /----.. - (� / o wl I -� -_ - / x J \ 2X8RR @16"O.0 I 2X8RR @16"O.0 V l9 Lj m ~ p =I I LINE OF GABLE / o /�� - \ (3 13/4"X 117/8"ML w/(2)1"STEEL PLATES V J W -------- I Ua p I - `n1 _-=- -_ -- \ -- -- I _ WALL- _ I ty\ / �r - -- -- -- -- -- -- LL = 1 �I ---� �- --�- -+;� � A 2x1ocJ@1 o.C.l w W Z �- 1 == III X W `- I m I ssLcpe I s / Iw 4 X 4 P05T - - - I � 1 4"STEEL 4"STEEL I v1 ` TRUSS BY I OTHERS / CHANGE OF PITCH - - -oc w --� ---- - - - -- - --- - - LAY l �/— ,v U 4. 2 X 6 POST If"" I r - - -I--- - - ----/ i--- - -- 1— - -�- O 1 � COLUMN COLUMN ~ --- \ - ------ o W ---- 1 i i oc �i�------------ -- - -- --- - - - -- ---- U OVER � wl __ '" - -- --- or ----- Oa l� / -/ of , i � � \ � � l _ 3 1-3/4'X 11-7/8"ML H ADE o I / / -o O - o O \ I 2 X 8 RIDGE `N I J 3 IYPI AL AL --- -- -- (�L3LVZ� � _ - _- -�� - - O `` � - aU Lo -1 - --�_ -- -- �- �9 ON FLAT / / W C9 \ \ w a. - - - - � W - -16 E:XT IOR H R o (3)1-3/4"X 11-7/8' ML HEADER I W/(2)1/2"STEEL PLR TES X i x �" _ W/(2)1/2 STEEL PLATES 4�xq 2 13/4"X 117/8 ML HDR4' m I ��n -- I (2)13/4"X 117/8"ML HDR L----13/4"X 11 7/8_ML RIDGE------ \` i /_ /_ - 13/4"X 117/8"ML RIDGE- ------------- ------��(RUSSiBYOhdERS\\ -------------- U (2)13/4'X91/2' MLHDR -- I I -------------- - ------�� \------------ --- / /-- -l-(3)13/4�'X117/8"MLw/(2)1"STEEL PLATES I'', ml ml I /� I \ \ o b QQ/ \�� O O x ,' I ON FLAT \ �N x w -- x / / 01 01 X �I' c4 C3i ,/ \\ \ - N Va - - 'L+/ �I \�� cam, aU 4"STEEL COLUMN TYP FOR 3 ILL \ \ �ll O O T TRUSS I BY OTHERS ON FLATI 1 ----------- -I --- -- -----�- \---� - Ll F— ji -- w wl1 LINE OF I I r-- ------------------ I---- -- ------ -- - 2X6,RR 26RR / 2X8RIDGE N Im mli; I I DORMER - - - - - - - - fill /' I \ \ m / I o of - - - - it ABOVE ' I /'� I \ \ I I @ 16" .C. @ 1 "O.C. I / // I �+ cv o 2x8 C.J. , I \ \ I I / I �o\ l9 �I / I o x i9 l _ (o T-6" 4'-O"---I 16'O.G. 1 1 \ \ �� - - - J_l 11 I1 7-0 - 10. - - --- L - -- - - -- -- -- - � -- - - - - - - - - --- -- --- -- __ _ _�. -- -- -- - -- — — — 1 I (3)2x101FLUSH BEAM I W/(2))`STEEL PLATE HEADER - --_ --_--� - 1 - I -- _2 (3)2 X 8 HEADER (3)2 X 8 HEADER �T I I �I z O d °; �1 - J O w -___--- - _ _I -- -- -- '° �( 1 ilr--- Xi a o -I -- z m E BE W Z J (3)2 X 10 HEADER I I 5LOPE --- I SLOFc -- --_-_=------=r r I I O DROPPED HEADER 3 2x10 _z .n z O NOTE: w 1. ALL PROPOSED EXTERIOR WALLS 2x6,16"O.C. w CONSTRUCTION.ALL PROPOSED INTERIOR (� U ca C) PARTITIONS 2x4 FRAMING 16"O.G. Q n 2.AT ALL FLOOR J015T OR FLUSH BEAM TO J Y FLUSH BEAM CONNECTIONS,U.5.P.(OR EQUAL) FLUSH HEADER AS PER PLAN J F-- FACE MOUNT HANGER BY U.S.P. FACE MOUNT HANGERS SHALL BE PROVIDED OR EQUAL. MODEL NO.AND d = NAILING PER MANUFACTURER'S JOIST AS PER PLAN , SPECIFICATIONS �.M1dp uj I12 T FLOOR FRAM I ND PLAN F S CCC '. EF ' T ld l P. OVA `-rrSS�� V GYP. BOARD 36"METAL STRAP TIES PRDJeCI NW DAM F1 vv AT 16"O.C. DEG,2020 Demomm en MAID S.A. AS NOTED DROM en a�a®en FLUSH H��DE1�/GIi2D�12 J.L.M. J.B. DETAIL N.T.S. DN""'�ra, 3 (AT BEAMS TO BE REINFORCED) 5 OF 7 47-3" B 24'-10" RC OF DECK 14 1 STANCING SEAM METAL ROOFING(2) LAYERS 15# FELT PAPERY2'CDX PLYWOOD SHEATHING — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - "WEATHER WATCH"ICE$WATER SHIELD AS MANUFACTURED BY GAF OR EQUAL. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 2x10 ROOF JJ LL=JJ LL==JJ LL RAFTERS PER PLANS 2x6 COLLAR TIES PER PLANS 24 10" 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD G INTERIOR FINISH PROVIDE"HURRICANE"CLIPS AT 14 PROVIDE CABLE RAILING EACH RAFTER(TYP) STANDING SEAM I TOP OF RAIL 36"ABOVE WMETAL ROOF BELOW I ROOF DECK SURFACE � I I ►L LINE OF WALL BELOW 77 o r 701, w LL 11 _fir r4% iF:TZ p I ROOF DECK =' � X 15 11 s �:. Imo/,,-; � / ..:..; ;I Area: 95 Sq Ft .,r;' �. .� I 1 1 1 1 ry .. �... III I I ,r r:. h I y r.. y ;r CW25IF W:. I < i .:, lf1 LINE OF L BELO 10 O N I W I � I — = ii_ �W a � � I ' I ICI - � • TOM 12CH I 1 z I z U I CN2848 � 6" FLY RAFTER — � rfl r 1 � r I 1r - - � AL GNP O ALIGN ;�, � Oo O I ! Ij LINE OF O I I - - - - - - -I - - -- - - -- I. WALL f I �, I I I 14 I �, I BELOW I I I I V I y T-O" I I 'I i I ,., .I I I I. I I I tf) illIE I i � - I N r - I U I , ,h Im BEDROOM m:; -1= BEDROOM r p I rr: 14'-O"X 1T-O" IRR � I 1T-5"X 20-8" IRR Area: 259 Sq Ft ' I O Area:373Sq Ft Ceiling Height:9'-0" O Ceiling Height:9'-O" 4) 1n 1^ Z 1 1 1 u1 I I ll I W 1 - - GRANGE II I i L.L.a I OF PITCH G J � I I I 6/ r : rr.. 000�- -_ -� - --- .: , I — — — — — — oe ---- f I U000 ' rn v _ m __ s= s- [— O ol - - -- 1 6„ ,_ „ 4,� 2 O" 4" 11'-10" O 4„ 3,-6„ 6„ T-O" 6'_51, _- -- - '° - --- .. 1= _ -- - - ------ I u, J W L U ?6 ,. Lu PR. 3' BARN DRS - - I I I i- -------J,_--- ------- — I. I I SECTION M1502 CLOTHES 6e -- —- - - — -- V J DRYER EXHAUST VENT TO SHWR (04� - — - -- -- — _— -- - - - - — - - - -- --- -- - -- -- - N 1-r-1 C� EXTERIOR Yi 10- 'L� 17-10" — - - - -- I — --- -I I ! m M1502.1 GENERAL. DRYER „ irl ALIGN - --- T - II 6 ale EXHAUST SYSTEMS SHALL BE ° O Z INDEPENDENT OF ALL OTHER : 0 o ' 34H.MIN.,38"H.MAX.OPEN �r � SYSTEMS,AND SHALL ?6 RAIL NOT TO PERMIT A 4"- c� 13'-5" CONVEY THE MOISTURE TO _ - _= — -- -- -------- --�- 4-4 6_8'I XD6Y 1T-5 � — -_ - - - - - — THE OUTDOORS. PHERE TO PASS. EXCEPTION: THIS SECTION �p Area:42 Sq Ft �- I' I. - _- SHALL NOT APPLY TO LISTED �9 Gelling Height:9 O' lq ® ---- -- — — — ——— I , AND LABELED CONDENSING �o -- j _ - - I I = -�- -- _- Ti III re-8-1 w BATHROO _ . -- _= _ —_— -(DUCTLESS) CLOTHES CLOSETATHROO 4" 10'-10" 4" I -- - - tDRYERS. IR I =�� y � 1Area:89-50q IFtR --- - i 9 9 ---- --- � � 10'-2' X 13'- •„ -' Area: 114 Sq Ft Gelling Height:9'-O Ceiling Height: 9'-O" _ II I r I cv WALL BELOW — -4 GN2959 - --- - 0 CN2959 US O H IU Ii i - LINE OF I rig O tJ - -- - = III a dF w BE o BELOW CN2848 I Z w IL WALL 1 -� sNE�F OPEN TO I ' I � I I ; I I i II I ! I• I — � — — — EEL W BELOW — — —— ROOF BELOW Ir U I I i I ! I I I7u— II I w GU TOM ARGHTOPS 10 1-- COVERED E TRY BELOW LL l -------------- -------------- w o -------------- -- 0 zo w W ca " o 4'-0" 4'-0" 5'-9" 5'-9" 4'-0" 4'-01, —1 8'-O" 2'-7" 2'-6" 11'-6" 2 6 2'-7" 8'-01, 6'-51, Q = In .I�wol�tr�a .6 . SECOND FLOOR PLAN SCALE:1/4"_1'-O" r NOTE:ALL EXTERIOR WALLS 2x6 @ 16"O.C.CONSTRUCTION.ALL INTERIOR PARTITIONS 2x4 @ 16"O.C.CONSTRUCTION UNLESS NOTED OTHERWISE QO DENOTES HARDWIRED SMOKE DETECTORS,TYPICAL.PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. s gp INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS ��UO PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. SA. AS NOTED ow►wn en crec� O INDICATES HARD-WIRED CARBON MONOXIDE J.L.M. J.B. DETECTOR F 6 OF 17 STANDING SEAM METAL ROOFING(2)LAYERS 15# 24'-10" FELT PAPERY"CDX PLYWOOD SHEATHING — "WEATHER WATCH"ICE�WATER SHIELD AS MANUFACTURED BY GAF OR EQUAL. INSTALL AS 1 PER MANUFACTURER'S SPECIFICATIONS 2x10 ROOF JJ LL_JJ _JJ LL RAFTERS PER PLANS 2x6 COLLAR TIES PER PLANS I 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD i INTERIOR FINISH PROVIDE"HURRICANE"CLIPS AT EACH RAFTER(TYP) 30" HIGH R,AILii�!G g 4 X 4 VINYL PO--T{TYP) — LIINEI F'COVERED PATID EL \h), N W _ I I I I III I cif»»•- ...."" i I O &: I : STANDING SEAM METAL ROOFING 2 LAYERS 15# .: % FELT PAPERY?'COX PLYWOOD SHEATHING s' ar:... �I .: y ? : ,. ., ',';' ;::: �' � I '". €:: : , �: :,` ... .. � i I, "WEATHER WATCH"ICE e WATER SHIELD AS w . 1 v >> /.... I ;;;,;;,.. �, y' '; ;; ;;; I II I MANUFACTURED BY GAF OR EQUAL INSTALL AS r I — I PER MANUFACTURER'S SPECIFICATIONS 2x10 ROOF I ;; I ry I RAFTERS PER PLANS 2x6 COLLAR TIES PER PLANS I F s E 0I W 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD :- ; x I 3 2x6 HEADER °y` ., ,� y. I LIN L BELOW (I INTERIOR FINISH PROVIDE"HURRICANE"CLIPS AT ' • I I O I % I EACH RAFTER(TYP) is • 1 , 0 a I I w 2x6 C.J.,16"O.C. 2x6 C.J.,16"O.C. wp cv / a ( ! _ y I I II01 IIL II( III II 2x8 FLUSH BEAM (3�2x8 HEADER _ — — — _ _ — — :::.. /.., x FLU H BEAM i;".. III O I s j�� I I I I I -- - - t 1, � I I �� - I' •III "V I ' I, I I I I I I ! I � I M A ' H .ar.. .../, , y.. J : _I I — y W ..... .. ... I O W r yJ ' O O 111 :. X t~(1 °i;i': III . .. �* N I N ... cn .. .::. %` ;r ?. !tttticiij" ..: ..... �..l:' .';,. .r�'S,.: I' W --AN, W U i . ': I c. — ce. al' y H: y:: ON I v I y ; , vr loll - - - -- I C� v cl U . iiK�E Joe - _ CHANGE OF PITCH cx Cl W b7 -- - -- - I -- -- --- � ui I�I I -- --- ----- - -- --- - I I -- - ----- -- - - -=-_- - =�---------- -- - -- - --- - li ,,III I I , � `� 1, _-- -_ ----- - - -- -- -- ----- - -— - - -- _ I o Cc)ol lo I W - - - - - — -- _ ---- — � _.;. o --- — _- - - - _ o _ 41 - - I - - - ---- _ — — i- -- c -.. x (3� 77 2x8 FLUSH BEA (�2x8 FLUSH BEAM ,� WALL BELOW - � 2x6 c.J.,16 0 2 x 6 cJ. 16 O.C. I �.f (3)2X6HEADER v _� --_�Z— -- -- q - », 3 2x 0 FLUSH BEAM (3)2 X 6 HEADER :� - 1 -- - - I LINE OF WALL BELOW III _ _ I O 3 TYPICAL ALL J; 2x8 G.J. 16"O.C. I — _ 16 EXTERIOR HORS. ROOF BELOW WALL BELOW I I ( _z 1. ; III I —1 O r ! � w I I I ! IIII II I, i t II I I I II, 3 z �- II II ! 111I zm li I� I o III I w 2x8 C.J. 16"O.C. I I �L I U LINE OF COVERED PATIO BELOW —I ------- _-______------_ y w (3)2x1O HEADER w � Q _ w NOTE: z z o 1.ALL PROPOSED EXTERIOR WALLS 2x6,16"O.G. CONSTRUCTION.ALL PROPOSED INTERIOR PARTITIONS 0 w 2x4 FRAMING 16"O.C. w � Y Q 2.AT ALL CEILING JOIST OR FLUSH BEAM TO FLUSH BEAM Q Q # CONNECTIONS,U.5.P.(OR EQUAL)FACE MOUNT HANGERS SHALL BE PROVIDED FADE MOUNT HANGER BY U.S.P. FLUSH HEADER AS PER PLAN OR EQUAL. MODEL NO.AND NAILING PER MANUFACTURER'S JOIST AS PER PLAN SPECIFICATIONS "'per S E C O N iD F L. O OR F R A M I N G P L A N SCALE:1/4"=1'-O" INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS �^1 � ~ � �J1`F 4ci0��'j�' PER SECT, 1060.10 OF THE N.Y.S. BUILDING CODE. �°GYP. BOARD AT METAL STRAP TIES "°�"' � AT 16"O.G. DEG,2020 O INDICATES HARD-WIRED CARBON MONOXIDE S.A. ecAS NOTED DETECTOR FLUSH HEAI��/G11�i�E1� DETAIL N.T.S. DRAWMra,L•M. J.B. 80 CFM MECH EXHAUST FAN TO EXTERIOR 3 (AT BEAMS TO BE REINFORCED) 7 OF 17 zxaRR STANDING SEAM METAL ROOFING(2) LAYERS 15# 16"o.c• FELT PAPERY"CDX PLYWOOD SHEATHING - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - "WEATHER WATCH"ICE$WATER SHIELD AS - - MANUFACTURED BY GAF OR EQUAL. INSTALL AS I PER MANUFACTURER'S SPECIFICATIONS 2x10 ROOF JJ LL=JJ LL—JJ LL RAFTERS PER PLANS 2x6 COLLAR TIES PER PLANS z 2x8 CEILING JOISTS,5/8"TYPE'X'GYPSUM BOARD INTERIOR FINISH PROVIDE"HURRICANE"CLIPS AT 2x8 RR M RR EACH RAFTER(TYP) . ::.. . 74- r ROOF DECK '" [ I i.._J L_J w y ( .... t "' . � ;I 2x10 ROOF RAFTERS 16"D.C. �� 2x10 ROOF RAFTERS 16"O.C. I tiY I 12 s 12:12 PITCH <� :12 PITCH X tY iw y: : I ; J 2x8 R.R. 2x8 R.R. w �\\ O.C. 16O.G. 0 4° — — — — — — — — —— — — ———— — — —— — — — — — — — — — — — 2x8 R.R. 2x8 R.R. f i o . ', Fo 16"O.G. 16"O.G. \ / I RR n �� w OP I T I_ 2x8 RR 2x8 QP I f 12:12 12:12 - - - - - - - - - - - - � 12:12 12:12 I � +� \\� .'�,+��' '�+ry PITCH PI CH PITCH PITC w ` O _ _ STANDING SEAM I o I METAL CHIMNEY — —— J o X — —I J a L - CAP @ ELEVATOR = X SHAFT N U A v N fir ::,, i/ :� r- .:::: r� l� p (3)1-["x9-"L.V.L.RAFTERS (3 1-"x9 L.V.L.RAFTERS .: -- ------ ------) i - i ------- - ---- .;;: 12:12 12:12 — — — J I 1� o — — — �.::: �-- to o ITCH PITCH w 2x1C ROOF RAFTERS 16'04 2x10 ROOF RAFTERS 16"O.C. `f ly OF I , 4 �� w 12:12 PITCH 12:12 PITCH ,. 112:12 PITCH 12:12 PITCH I O p k LL o � f: Ov : q. LL \ ..Y,•. ` .'ifs. � . � I 0 0 ON) ... �v G � K ' I oc � N \ .>> P1TC: LL \ O CRICKET s. :;' if: \ v, W: � \ LAYOVER 01 RIDGE U \\ \\ III UW6? I a a N w I I W W Lo I 2A2 RIDGE \\ \ o / 2 1-"x14'RIDGELL \\ LLJ t 9 K , T LL I = /' u 2 I 2x8 ROOF RAFTERS 161,O.C. 2x6 ROOF RAFTERS, 16"D.C. O O O o U \ U u N o, of N N I ry / j� (V LL 12:12 PITCH 12:12 PITCH ` /' � \ 12:12 12:12 — — — — — ry+I \\ I PITCH PITCH _ -- 2x8 R.R. 0 2x8 R.R. I - -Q�@ ----- —1 I - - / /' \\ I I I / cV U 16"O.G. ( - I FE, 12x8 R.R. 2x8 R.R. /� \ L-- I —_f f — I - - - I-_1 w I - I la O.C. 16'O.G. 'L 2x8 ROOF RAFTERS 16"O.C. 0 2x8 ROOF RAFTERS 16" .CI — — 2x10 ROOF RAFTERS 16"O.C. 2x10 ROOF RAFTERS 16"O.C. \ I f I I — - --------- ---------- o - I o f 1 -------------I---- -----ly -- - L - - - - - - - - � f -_- --- =--- — - - - -- - -- - - - -- - - - - -- - - - - - - -- - - - - ---- ►- - -- Ii 12'2 PITCH 12.12 PITCH b. II W —� - - - - - - - - - - - - I II i it LINE OF z .— WALL U - — -- -- -- -- I i r - FLOW J O W L I I -i ;I IL---—vr -r-- ---r 1------j 3 Z m If II II II O W Y I I J I----------- -- --------! - —!----------- ------------L — w 2 X 10 RR @ 121, O.G. 12 W 0) w � � o NOTES: 2'-O" ►v O 1. CONTRACTOR SHALL FIELD VERIFY ALL z Z O ROOF PITCHES PRIOR TO WORK. 2.AT AREAS OF PROPOSED FRAME OVERS, CONTRACTOR SHALL REMOVE ROOF SHINGLES PRIOR W TO FRAME OVER CONSTRUCTION ICE BARRIER U 3.AT PROPOSED CATHEDRAL CEILINGS,CONTRACTOR PROVIDE U.S.P. MP9 RAFTER SUPPORT CONNECTORS Q AT EACH RAFTER TO RIDGE CONNECTION,EACH SIDE OF RIDGE. PROVIDE(6)10d NAILS IN RAFTERS, ' p[ U (6)10d NAILS IN RIDGE ROOF FRAMING PLAN R905.2.7.1 Ice barrier. In areas where there ' SCALE:I"=,'-o" DETAIL Ca) EAVES c� has been a history of ice forming along the eaves C - Scale: 3/8" -1'-O" co �`..• . .., ry-\. causing a backup of water as designated in Table R3O1.2(1), an ice barrier that consists of a least two layers of underlayment cemented INDICATES SMOKE DETECTORS, ALL OF WHICH MUST together or of a self adhering polymer modified - BE INTERCONNECTED THROUGHOUT THE BUILDING AS `bitumen sheet, shall be used in lieu of normal PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. hip` r c> underlayment and extend from the lowest edges O rno,,ecr ;. qul INDICATES HARD-WIRED CARBON MONOXIDE of all roof surfaces to a point at least 24 inches - DEc,2020 DETECTOR ((510 mm) inside the exterior wall line of the DeMONMft building. S.A. AS NOTED onnwN a� J.L.M. J.B. ji - 80 CFM MECH EXHAUST FAN TO EXTERIOR Exception: Detached accessory structures that °RA1MN0N0' contain no conditioned floor area. OF STANDING SEAM METAL CHIMNEY CAP @ ELEVATOR SHAFT LINE OF GREAT ROOM GABLE ROOF BEYOND i UI -- -- -- -- -- -- -- - -- - -- -- - -- -- -- -- - -- ol I � 8"AZEK FASCIA WITH J 11 ro"AZEK FRIEZE BOARD I. I T 1 p 2nd FLOOR LINE PLATEN, HEADER 1 L l y 1 T T �LCT :TT I I .0 �1llr r 1 l �t I� I, ' ] LI a to 1, - - WALL OF I i HOUSE Q II - w rn I f m BEYONDIT O 12" SQUARE PERMA I' I f- w CAST COLUMN co t u LINE OF WALL BEYOND _ L d0 � , 61 5 PR0 P 1 T FLR. I GRADE - - 03 Ld ---- -_ - Ll 1 � it it i i li it I I I I ELEVATOR SHAFT BEYOND I i i 1 i i i i mi I I I I I II II � I II II I I I I I II II � ! II II I I J I 1 1 11 I I I I i�T W Ld J.JI Z j rr1; rj ji I I I I o w \l/ I II II I II II I II I I I I 11 II I I I I LL IJ.. I I I I I I 1 1 I I I I L-----J---L--------------------------------------------------------------------------------------- -1---L-----------L---J----L J 0 —EGRESS WELL EGRE55 WELL _.J W L� RIGHT SIDE ELEVATION SCALE: "-1'_O° LnN W NEWN m Cp STANDING SEAM METAL CHIMNEY CAP @ ELEVATOR SHAFT k. 6"AZEK FASCIA WITH 4"AZEK FRIEZE BOARD 6"AZEK FASCIA WITH 6"AZEK FRIEZE BOARD 1. T I , T I O _ O PLATE -- -- -- -- -- -- -- -- �r I -- -- -- -- -- -- -- PLATE_ r 1 HEADER-- -- -- -- -- -- -- -- T -T_ T ? I L I -- -- -- -- -- -- -- HEADER T � � -� z ' J O 12 ) i 5 �' I - T� 1 - '-1 T \ z J I I I I ; II Z yj 1 T il.I I 1� v R. -- - -- I T - -- - _I I.�_ I I 7 i _ ~ � PLATE 1 � �_ i��_a S� PLATE_ T - - - -- W - - ii -- - -- - - -- HEADER w T- - ' W O HEADER l I II . � � I_ L -1 12" SQUARE PERMA w I V 1 Z CAST GO' UI-IN u1I I I I I I TZ. T 19 11E 1- BLUESTONE1 �- 15T.FLR. � - 1 4 PATIO T T — 15T.FLR. -- -- - -- -- - - - - _ - _ - - -'_ - - ., - - - -- U TT � l T _ T�f 1.-I .i 1 .I I T � T , GRADE t I I I I I I I I I I I I � t.Q SiG�f •,` r-L J-T--------------4 AA� -------------- Uj -- r R .I 191 %III !I --- --- --- 1 I P1111 Trarer DEC,2020 81 -___ DBBOM BM 90XB I I I I i I I 1 1 I II I I I I I I I I I I I I I S.A. �AS NOTED amm UP I I I I I I I I I I I I I rLI------------------- --------------------- ------------- -------- -r---------------- -I------------------r'-1--------------------- ------------------ir`------- ---------------1-i1--IG-------------a1-1 L---------------------L------------------------- -----------------L-------------------------------------------------L------------------L--------J DRAWHONW L E T S 1 d E E L E V A T 1 O N EGRE55 WELL10 SCALE: I"-1'-O" OF L t i O 0 I - T 777 - - �T I1 F-T 1 — 1 1'- opo O _ 1 I � I L � I I- I m TLFI- — - i -- -- -- -- -- -- -- -- -- im w 0 O o 12" SQUARE PERMA CAST V l w 0 COLUMN w J J, 0 0 Ld (0 F t: � wa� - T,- - = __ T --� - -- J }— O - --- - LO --t -- w - -- ,-- -F ---_ — — - --- - —Ll - , -- — ---- — ----- _ - _ .T — — --�T - �� NWT i 12EA12 ELEVATION @ R 0 0 F DECK ' SIDE ELEVATION @ ROOF DECK SCALE:3/8"=1'-0" SCALE:3/8"-1'-0" 24'-10" RO F DECK O — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — O --� r I „ 77777FI J L--J i L--J i L rn Q _J L____J L____J L_ I `1 J 24'-10" I Z 5/4 X 6"TIMBER TECH DECKING I I -j u ON TOP OF SLEEPERS ROOF DECK I 35" HIGH RAILING I W J \ Z2 X 6SLEEPERS @ 16"O.C. RIPPED TO 5/4" X ro" TIMBER TECH DECKING I 0 w Z m 2 X 12 ROOF JOISTS @ le"O.G. RIPPED PROVIDE LEVEL TOP SURFACE, INSTALL I ON TOP OF SLEEPERS I CV DOWN TO 7"WITH CLOSED CELL EPDM STRIPPING ON BOTTOM EDGE OF I INSULATION (R-65/INCH @ 5.5= R-33) EACH SLEEPER E ER 2nd FLOOR f— y"GYPSUM BO?,RD INTERIOR FINISH EPDM ROOFING SURFACE FULLY p I .� U EPDM ROOFING SURFACE FULLY (3)13/4"X 14" ML FLUSH BEAM ; 'I. 4 X 4 VINYL P05T(TYP) W IL r W ADHERED TO 5/8'CDX PLYWOOD SECURE ROOF JOISTS TO BEAM _ __ _ —_ _ _ _�� ADHERED TO 5/8" CDX PLYWOOD a U W w Ul WITH FACE MOUNT HANGERS INSTALL TRIM AS TO ALLOW FOR 1" GAP FOR WATER TO EVACUATE SLEEPER SYSTEM O F K IL INTO GUTTER MIN.1/47FT I I I Z (� Z — — V • I - %�' 24'-10" X 15'-11" � � H $ - � r y w Area: 395 Sq Ft X W U1 2 X 6 RIM, PROVIDE 1" 2 X 12 FLOOR JOIST " °' I I N %` U 0 RADIUS ROUTER AT BOTTOM EDGE FOR DRIP 2 X 12 ACQ LEDGER BOARD BOLTED I I 2 X 12 ROOF JOISTS @ 16" O.C. RIPPED +7-8° I O O BOT HEADER TO HOUSE WITH 5/8,0 BOLTS @ 1ro" O.G. (STAGGERED) y'-.... ` I I DOWN TO 7" WITH CLOSED CELL 1st FLOOR ,1j I INSULATION (R-6.5/INCH @ � 5.5 - R-33) BOXEDI'sIHEADER _ -ry I %2" GYPSUM BOARD INTERIOR FINISH y.: Z I I Z r I I 0" FLY RAFTER r =� DEVIL ATROOF DECK I - - - -- - - - -- - - - - - - - - - - -- - - - e,. n r r Scale. 1/2 _ 1-O .. , .. �.. ;.. :.: D6 CN O :� rRojecrrNo),--- cmB DEC,2020 s': 5,-8„ oeeior®en scur7 S.A. AS NOTED oAnwn M area®en P L A N @ ROOF DECK J.L.M. J.B. IMI SCALE:3/8"=1'-O" OF 17 6'-8" 11-6" 6'-8" 1'-6" 9'-2" 1'-6'I 4'-4" O , 8" U O1 1 � W ' I � O � 4'-11" 0 8" N 30'-10" • O 1 O I 1 cm X LOGATON OF ELEVATOR O O 8" 2-10" 8:: 4'-D" 101, 28'-2" T,.. ° 17-10" 20'-7' 1O" X" ►n iv '' O � ' -- -- -- -- -- -- -- • N ICI - -- 9'-3" 9'-5" 9'-81, 17-101, -- 24'-10" - - IJ w wz � A � w � P AT 10 F O U N D A T I ON P L A N SCALE:318" -0" � 0C JWO) O J I- Lo 72'-0 W W m _j N W m N m 10'-81, 7-9" 5'-3" 5'-3" 4'-7' 2-3° STEP g 35-9' COVERED PATIO 15'-01, 17-0" -7 14 12, SQUARE PERMA CAST CC L.UI"I S a m ........ _ ............. .... 3 _ £::.,. ;•rs.• :;.:,.......I..............�.......cz __—�___ —�--�� ------- �_� ----� --- --------__— s 1 _ :I y... ...............:i....................................;... ..XG................. .. ,,,., .. ..... .. .. < .: ........... i._W... .. i l..W...................... ..............................................: 1�..' I <..........:': 12 ..::..:::::'.::.::-:.. .,.......::::: ... ....... ....... I ! (� O O O ..................... ...., E ti G > Q _�.... µ::.. .:.k_: _..: ........... lu . r U I I I = ` [I [ I 13 `t i 8' g:: _... I ,,....1 ....4 _.I.. . ....... ... m.._..........»..:.................... .... _.. _. i1=1 �J 111 11.... J: r I i .. Z _.......................... m. _..... D5 GN12080 --- --- ----- ----- ---- I J n ............... .. .............. ... .. ................................... .. 1 .,.... ... ............................ 15-0 - ......... ................L :-----`------------ —.�—.— ...y F.. ......................... ry -- ` ....... j is I I :: ........ : .:............................................ . }.......................... -... ................ N ... COVERED PATIO w._.... _ 3:I 6 _o �`-0" I _ . _........ m _.. ..m..................... ................................ . . � Area. 787 Sq Ft ... },:: . ... l O I: ;I _. .............................. ....... .. w ................................. t D4 GN2580 I ..........;, U O' .... CN2 80 GN2963::: J .. .... 1: ......w..#. 1 0 F- D4 I A D3 � U f BLUE: TONE P TIO ......................:..............�..... U wa __. r i i W .. ...... ..».........._....................... .......... .m. .,.,.. ..mm ..»...... ...................._.........................., .................. , l ................ PA 10 m .............................._ .................... ::::::::::::::.::. .. ...:.:.... PANTRY Z O �. _.... ............ ........ 1. ....................... J w. �.. II O O Arco:40 5q fit i i... - MASTER BEDROOM oiling Height:91-0" LINE OF D O 15'-O"X 21'-10" IRR ; D5 GN12080 D5 GN12080 ....:V:::: DORMER ~ Area:319 Sq Ftt I = ..... £. ,. ABOVE WCN2963-2 ' Ceiling Q Height: Natural Light: 16% >or c 8% �t w� - - - - - - - - - -� HALL O /- - - - - —�� O Ventilation: 9% >or=4% KITCHEN m Egress: 5.92 >or=5.7 5q Ft 17-4"X 17-4" - - - - - -- I Area;300 Sq Ft cp m LIVING ROOM j Ceiling Height:9'-O" — - icj FOYER l9 1 6'-O"X I 13'-0"X 17-4" it i ry q 1 II Area:34 Sq Ft Area:225 5 Ft I I U 3 SD Ceiling Height:9'-0" j j Ceiling Height: /A\ _ •�h.y ��>N�._ �,;,x ��. 6" 2 10" 4 5:-0'. 4' 3'-O" 4" 3'-2" ro" 13'-O" 6" 17-3" 5'-O" 4" 11'-7" 7-101, , y: I I 14 PLATFORM ;M O = 1 I I I I LINE OF ry \ ` aIV'0 O 1 O I 1 GREAT ROOM DORMER �„ �- O7Q> 3 CAR GARAGE '`��F cc / 6l d I 1 1 24'-8"X 23'-6" �q ABOVE `�` _E.., �1C)�:. Ij I 1 1 Area:580 Sq Ft 24'-4"X 35'-2" �a, ' 1 I j j Area:855.75 Sq Ft - - 1 I I Ceiling Height: CATHEDRAL — —— — — — - DEC,2020 Fr 9 9 CHECKM -------------------- -------------------------- ------� DATB I ova®en acue � L- // � I I ..,. ------------------- -------------------------- ------j i, or�wN sn S.A. TED J.L.M.]IF J.B. PAT 10 P L A N SCALE:318"_1'-0" DRAW NO; 12 OF 17 2'-1 RO 7-1 RO 7-5 RO 2'-1 MO MO 7-5 MO 7-1 MO 2'-0 FS p0 2--4 PS 2'-4 F5 4'-1 RO T-8 FS 4'-0 FS 11-811" FS2'-4 Fs 2'-4 FS 2-4 FS 91-0111, RO 4'-1 MO J, J, 2'-3 FS 2-3 FS 2-3 P5 2-3 F 2'-0 FS, 2'-0 F5 IL ooa - o 0 LL IL LX U) (j) 0 Z IL LL ctl IL ev LL in in nt OC 6l Ln ty b PANTRY AND POWDER DORMERS LL 11 1 ULI LJL 11 L LJ 11 [—][—] 1 GREAT ROOM REAR ABOVE D3 GARAGE GARAGE ON GABLE ENDS - - - 2-5 RO 4*--9 RO 21-1111, RO vi mo 21-5111, mo 4'--9 MO 21-1111, mo 6-2 RO -po RO FS 2-4 FS 2-4 F5 2'-4: F-S 2'-0 F-S 10 13 YI3 2'-6 FS 3'-0 FS 21-6111, F5 O 5-0 FS 31-0 P5 31-0111, FS 3'-0 F5 • IL (j) z z -A —1 -j 7-7-- i-- = 0 0 0 n- z U) --1 -1 o) U U- F fV z z M U- ff 0) LL ot u O (j) IL ot 31 0 SECOND FLOOR W9-GABLES SECOND FLOOR W12-BEDROOM — -IL--j GREAT ROOM FRONT W1 1 FIRST FLOOR W1 0-FOYER SECOND FLOOR W8 TEMP-BATHS' r r Z 2'-7 RO 2-7 ;;0 31-1111, 61-0111, RO 0 2-5 RO RO 4'--9 RO (9 2-5 MO 21-1111, mo 4'--9 MO 2'-7 MO 2-7 MO SECOND FLOOR D6-BEDROOM 31-1111, mo 61-0111, mo 0-0 -6 F5 -r (n 2'-4 F5 2'-0 FS 2'-4 FS 2-4 F5 2' 2' F3 4'-.9 RO 31-0111, FS 5-11 FS LLJ Lij Z J� 4'--9 MO A Uicq 2-4 F5 2-4 FS Lij LL Ld (3) Lij UJ Lo LL _j LL LUT— OIL U- LLI in if) tn 0 CV 0 ct FIRST FLOOR W9-MBR (9 (9 U- E nt ci Ln in m FIRST FLOOR W4-MBR,M BATH SECOND FLOOR W8 TEMP-BRS LJL I LJL 21-01, mo 7-5 RO 2-8 F5 SECOND FLOOR D7 LHIS-BEDROOM SECOND FLOOR D7 RHIS-BEDROOM FIRST FLOOR W-GREAT RM FIRST FLOOR D2-GREAT RM FIRST FLOOR Dl-GREAT RM 7-5 MO RO 51-0111, RO 2-7 RO T-8 F5 4'-0 F5 k T-8 F5 Imo 51-0111, mo RO 11'-9 FS 2'-7 MO 21-5111, RO 4'-11 F5 2'--9 MO 2'-6 FS 21-5111, mo 2-8 F5 2'-4 F5 0 Jw 1 w tf) Lo � � � wZm 0 U- 0 0 0 0 LL )L o ° ° V— ot < w FIRST FLOOR W5,W6-BREAKFAST 0 w 0 z w (J) z W4-POWDER RM FIRST FLOOR D8-BEDROOM FIRST FLOORC) w w v 51-5111, mo 2-8 FS 2'-(B FS FIRST FLOOR D5-MULTIPLE RMS FIRST FLOOR D3-GREAT RM 31-1O � U 111, mo RIO FIRST FLOOR N-GREAT RM BASEMENT D9-REC RM 3'-0 F5 81-1111, mo T 2'-8 FS 2'-8 F5 2-8 F5 A A o 0 0 LL IL U- NOi LL zt)ATB DEC,20:2L) O en sr,Nr7 5-A. AS NOTED ctec en BASEMENT W1-MULTIPLE RMS BASEMENT W2-LAUNDRY I J.B. SCALE:3/4"=V-0" MAWMNOJ OF BASEMENT W3-REC RM 13 1 7 12 (2) STRUCTURAL RIDGE,PROVIDE RIDGE VENT TYPICAL ROOF CONSTRUCTION: PROVIDE U.S.P.MP.9 RAFTER SUPPO'ZT CONNEC7OR5 AT ARCHITECTURAL ASPHALT ROOF SHINGLES EACH RAFTER 70 RIDGE CONNECTION (2)EACH SIDE OF RIDGE (2)LAYERS 15#FELT PAPER ....... PROVIDE(6)10d NAILS IN RAFTERS,;G)10d NAILS IN RIDGE COX PLYWOOD SHEATHING 'WEATHER WATCH"ICE$WATER SHIELD AS MANUFACTURE[)BY GAF OR EQUAL.INSTALL A AS PER MANUFACTURERS 5PECIFICA71ONS \/v 12 12 2x10 ROOF RAFTERS,lro"O.C. INSULATION PER H.E.R.5.RATER 12 \'GYP5UM BOARD INTERIOR FIN15H PROVIDE"HURRICANE"CLIPS AT EACH RAFTER PROVIDE CONTINUOUS VENTED SOFFIT 5,TYPICAL 1 L ARCHED CEILING TO MATCH ARCH OF DECORATIVE TRU55 BEYOND WINDOW BEEDROOM BATHROOM 01 TJ I FJ Lm 10"O.C. I'T ['I i a o0 �o o2 X S GJ -SPACED AS NEEDED FOR ARCH nil 0 Li u Li - (JJ I "\/,V V v \\N V V V�V A VV�y I T I I [I LL LILE L T� TYPICAL WALL CONSTRUCTION: TYPICAL FLOOR CONSTRUCTION: CEDAR SHINGLES,"PERFECTIONS"W/54 TO WEATHER COLUMN BEYOND FINISH FLOORING AS PER OWNER DOOR AIR INFILTRATION BARRIER(TYVEK) T.$G.PLYWOOD SUB-FLOOR GLUED$SCREWED 70 BEYOND \'COX PLYWOOD SHEATHING T.J.1.560 5ERIE5 FLOOR J015TS(AS MANUFACTURED -lA57E 2, BAT aor- 6=) BEDROOM 2xG WALL STUDS,lro"O.C. MASTER BEDROOM BY TRU5 JOIST MACMILLAN)SPACED IS'C.C. INSULATION PER H.E.R.S.RATER 6 PROVIDE L.V.L.RIM JOIST,TYPICAL - VGYPBUM BOARD INTERIOR FINISH ENTIRE PERIMETER OFT.J.1.FLOOR SYSTEM 12' SOUARE PERMA 0 T J I F-I 0,16 O.C.�'OYPSUM BOARD INTERIOR FIN15H CAST COLUMN A", % le to to v v " Zl- GRADE po GRADE 6! 6 6 ZLICTION: CD TYPICAL SILL CON5TR (2)1-[`xll-]'L.V.L. uj g DROPPED GIRDER 2xG ACa TREATED SILL PLATE TYPICAL BASEMENT WALL CONSTRUCTION: SILL SEAL INSULATION (BEYOND) 0)2x8 TOP PLATE(FIRE/SMOKE STOP) PROPOSED BASEMENT COPPER TERMIT I F-SHIELD U TYPICAL BASEMENT WALL CONSTRUCTION: ui 0)2x4 TOP PLATE (P/O RECREATION)ROOM Y'-ANCHOR BOLTS,MIN,12"EMBEDMENT PROPOSED BASEMENT ONE* 0 2x8 TOP PLATE(FIRE/5MOKE STOP) 2x4.WALL 57UO5,16"O.C. 36"O.C.MAX.SPACING e WITHIN 12"FROM I-- (P/O RECREATION)ROOM 3-�'-.STEEL COLUMN < 2x4-TOP PLATE 2x4 ACa SILL PLATE EXP.BOLTED TO SLAB CORNER OF EACH SILL SECTION$MIN.2 ca FLOORING TO BE SELECTED (BEYOND) 2x4 WALL STUDS,16"O.C. INSULATION PER H.E.R.S.RATER ANCHORS PER SILL SECTION. 2x4 ACa SILL PLATE EXP.BOLTED 70 SLAB 1/2"GYPSUM BOARD INTERIOR FINISH 4�'POURED CONCRETE SLAB FLOORING TO BE SELECTED b INSULATION PER H.E.R.S.RATER OVER 6 MIL VAPOR BARRIER FOUNDATION 4"POURED CONCRETE SLAB TYPICAL FC 1/21,GYPSUM BOARD INTERIOR FINISH ON TOP OF WELL COMPACTED C) $14 8"POURED CONCRETE WALL WITH GRADE GO, OVER ra MIL VAPOR BARRIER 11L.PROVIDE PERIMETER 5L #6 STEEL VERTICAL RE-BARS @ 40"O.C., ON TOP OF WELL.COMPACTED EXPANSION JOINT. C14 #4 HORIZONTAL BAR 12"MAX.FROM TOP OF SOIL.PROVIDE\'PERIMETER O WALL AND 0)NO.4 BAR NEAR TR 'O POINTS EXPANSION JOINT. OF HEIGHT OF WALL WEN KEYED 70 AN 8"x1ro"(MINIMUM) POURED CONCRETE FOOTING p REINFORCE[)WITH TWO(2)CONTINUOUS#4 BARS W Z PROVIDE DAMP PROOFING 42`x42`xl2`POURED PROVIDE MIN.2"RIGID INSULATION(MIN.R-10)INSIDE CONCRETE FOOTING FACE OF FOOTING AND UNDER SLAB FOR TOTAL OF 4'-C' (BEYOND) cl 0 w (D ENTIRE PERIMETER OF FOUNDATION w 0) SCALE:1/4"=T-0' z J 0 -710 N 'A ECT I ON ' B ' SCALE: T-0. -i uj rYPIGAL FASTENER.SGHE0ULE5 ON SHEET 10 FOR MORE INFORMATION Ld _j NOTE: REFER �Fl R T�o 5 TYPICAL ROOF CONSTRUCTION: (2)LAYERS 15#FELT PAPER 1/2"COX PLYWOOD SHEATHING 'WEATHER WATCH"ICE$WATER SHIELD AS DORMER MANUFACTURED BY GAF OR EQUAL.INSTALL AS PER MANUFACTURERS SPECIFICATIONS 12 2x10 ROOF RAFTERS PER PLANS 2x4 COLLAR TIES PER PLANS 2x8 CEILING JOISTS,AS PER PLANS TYPICAL ROOF CONSTRUCTION: CLOSED CELL SPRAY FOAM INSULATION (R-6.5/INCH 9 7=R-49) (2)LAYER515#FELT PAPER 1/2"GYPSUM BOARD INTERIOR FINISH 1/2"COX PLYWOOD SHEATHING PROVIDE"HURRICANE"CLIPS AT EACH RAFTER 'WEATHER WATCH"ICE�WATER-SHIELD AS MANUFACTURED BY GAF OR EQUAL.INSTALL AS PEP,MANUFACTURERS SPECIFICATIONS 2x10 ROOF RAFTERS PER PLANS �1 L 2x4 COLLAR TIES PER PLANS 2x8 CEILING JOISTS,AS PER PLANS 7 CLOSED CELL SPRAY FOAM INSULATION .g.. R-43) p.yg: 1/2"GYPSUM BOARD INTERIOR FINISH DL ELO 12 ;dl 12 iiiw. PROVIDE"HURRICANE"CLIPS AT EACH RAFTER r. 12 _1 12 L OW 12 X fi o TRUSSES BY OTHER'S LZ z m I _T_ r LI Li r 7 T I A T'J TYPICAL WALL CONSTRUCTION: CEDAR PERFECTION BHNOLE EXTERIOR SIDING v__ AIR INFILTRATION BARRIER(7YVEK) w 1/2"COX PLYWOOD SHEATHING LL w -ot- TYPICAL WALL GON57RUCTION: 2X6 STUDS,AS PER PLANS E I Lu V_ L w w CEDAR PERFECTION SHINGLE EXTERIOR SIDING CLOSED CELL SPRAY FOAM INSULATION AIR INFILTRATION BARRIER rYVEK) (R-6.5/INCH @ 3.5"=R-21) 1/2"GYPSUM BOARD INTERIOR FINISH T I 1/2"COX PLYWOOD SHEATHING OPEN TO z w GREAT R:)OM WIC CID I-L 2x6 STUDS,AS PER PLAINS z KITCHEN CLOSED CELL SPRAY FOAM INSULATION O BEYOND LL (R-631INGH 0)35-=R-21) 1/2"GYPSUM BOAR[) INTERIOR FINISH w 12" SaUARE PERMA u CAST COLUMN 1 2 • TYPICAL BASEMENT WALL CONSTRUCTION: I I I I I Q = (1)2x8 TOP PLATE(FIRE/.SMOKE STOP) TYPICAL FLOOR CONSTRUCTION: 0)2x4 TOP PLATE -O.C. FIN15H FLOORING AS PER OWNER/BUILOER AGREEMENT 2x4 WALL STUDS,16 TYPICAL FOUNDATION WALL: ['T.�G.PLYWOOD SUB-FLOOR GLUED�SCREWED 70 2x4 ACaeILL PILA'�F_EXP.BOLTED 70-SLAB TYPICAL FOUNDATION WALL: cl 10"POURED CONCRETE WALL WITH GRADE GO, 1 a INSULATION PER H.E.R.S.RATER ll-]"7.J.1.560 SERIES FLOOR JOISTS(AS MANUFACTURE:) 10"POURED CONCRETE WALL WITH GRADE 60, PROPOSED BASEMENT BY TRUS JOIST MACMILLAN)16"O.C. #3 STEEL VERTICAL RE-BAR @ 48''O.C., #55TEEL VERTICAL RE-BAR 9 48 O.C., 1/2"GYPSUM BOARD INTERIOR FINISH UNLESS OTHERWISE NOTED,PROVIDE 1-[`xl4-'L.V.L. #4 HORIZONTAL BAR 12"MAX.FROM TOP OF L-——————— — — (P/O RECREATION)ROOM #4 HORIZONTAL BAR 12"MAX.FROM TOP OF STEM WALL�#4 HORIZ.BAR AT MID-HEIGHT OF WALL L- - — — — — — — — — RIM JOIST,ENTIRE PERIMETER OF T.J.I.FLOOR SYSTEM KEYED TO AN 10`x20`(MINIMUM) WALL e#4 HORIZ.BAR AT MID-HEIGH7 OF WALL m KEYED TO AN 10"x2C"(MINIMUM) FLOORING TO BE SELECTED POURED CONCRETE FOOTING POURED CONCRETE FOOTING ko 4"POURED CONCRETE BLAB REINFORCED WITH TWO(2)CONTINUOUS#4 BARS —— —— —— — OVER ro MIL VAPOR BARRIER REINFORCED WITH TWO(2)CONTINUOUS#4 BARS ———— — — — — —— 07 PROVIDE DAMP PROOFING PROVIDE DAMP PPOOFING, L ON TOP OF WELL COMPACTED PROVIDE 4'TOTAL LENGTH OF 2"RIGID INSULATION PROVIDE 4'TO7AL LENGTH OF 2"RIGID INSULATION SOIL.PROVIDE\'PERIMETER BOARD(R-10)AT FOOTING/UNDER SLAB AS SHOWN BOARD(R-10)AT FOOTING/UNDER SLAB AS SHOWN DA75 EXPANSION JOINT. PROVIDE DAMP-PROOFING PROVIDE DAMP-PROOFING 0EC,2020 �TLFL 5A. AS NOTED - - - -- -- --- -- - - -- - - --- - -- -- --- ---- SECTION ' ED ' SCALE: T-o" J.L.M. CHECKED W J.B. S `ECTION G ' SCALE: T-o" MWV*nNW 14 OF 17 DOOR SCHEDULE WINDOW SCHEDULE DOOR DO SQ. FT. CLEAR WINDO SQ. FT. CLEAR TAG OR SIZE DESCRIPTION MANUFACTURER MFG # U-VAL QTY GLASS OPENING W TAG WINDOW SIZE DESCRIPTION MANUFACTURER MFG # GLASS U-VAL VENT OPENING QTY D1 3'-O/8 X 6'-103/8" HINGED PATIO MARVIN CN6068 DOOR Wl 5'-2 3/4'X 4'-117/8" CASEMENT MARVIN CN3359 20.70 0.32 19.30 9.80 4 - D2 3'-O%8'X 6'-103/8" STATIONARY MARVIN GN3008 W2 2'-11 15/6"X 4'-0" CASEMENT MARVIN CN3747 9.50 0,32 8.90 9.00 1 D3 4'-11% X 7-11%2' HINGED MARVIN GN5080 W3 3'-15/8°X 4'-9%4" CASEMENT MARVIN CN3359 10.80 0.32 5.93 5.92 1 D4 2'-6%z'X 7-11%.2 STATIONARY MARVIN CN2680 W4 2'-4 3/8'X 5'-413/6" CASEMENT MARVIN CN2963 10.00 0.32 9.8 9.4 4 D5 11'-9'X 7-1U2' GLIDING MARVIN GN12080 W5 T-8%2'X 5'-413/6' CASEMENT MARVIN CN2163 6.7 0.32 6.0 4.2 4 (1)USP-LSTA305TRAPAT D6 5'-11%"X 6'-7%2' HINGED MARVIN CN6065 EACH PAIR OF OPPOSING D7 HINGED MARVIN CN2665 W6 4'-O"X 4'-11 7/8' PICTURE MARVIN GN4963 2.14 0.32 N/A N/A 2 RAFTERS CONNECTING RAFTERS 2'-6/6"X 6'-7/2' TO RIDGE-(22)10d NAILS TOTAL W7 4'-8%2"X 5'-413/6" CASEMENT MARVIN CN2963 20.00 0.32 19.6 9.4 2 ALL ARCHITECTURAL AND D8 HINGED MARVIN CN2880 THREE TAB ROOF SHINGLES D9 HINGED MARVIN GN2880 W8 4'-8%2'X 4'-117/8' CASEMENT MARVIN . CN2059 18.30 0.32 18.0 8.6 4 TO RECEIVE(6)FASTENERS PER SHINGLE X2'-111/W9 1. OVAL MARVIN GN2435 3.20 0.32 N/A N/A 1 SEE SHEET 13 FOR WINDOW AND W10 CUSTOM ARCH TOP UNIT MARVIN CUSTOM 1 SHEATHING T°RUN T° DOOR DETAILS AND SPECIFICATIO CUSTOM ARCH TOP UNIT MARVIN CUSTOM 1 NS TOP PLATE T BE FASTENED (1)USP-LSTA30 STRAP AT EACH PAIROF CONNECTING R W12 2'-4/8 X 4'-O" CASEMENT MARVIN GN2947 7.20 0.32 7.10 6.80 2 3 " W/6d DEFORMED SHANK RAFTERS CONNECTING RAFTERS --Th MAILS AT G"O.C.AT EDGES W13 l`i TO RIDGE-(22)1od NAILS TOTAL CASEMENT MARVIN GN2543 ALL ARCHITECTURAL AND (t) THREE TAB ROOF SHINGLES USP-RT20 HURRICANE ANCHOR TO RECEIVE(6)FASTENERS Wi¢ ARCH TOP MARVIN CN2848 AT EACH RAFTER PER SHINGLE \"GYPSUM BDARD INTERIOR RAFTER SPACING 16"O.G.MAX. FINISH.I-)"LONG TYPE"W" (9)8d NAILS INTO RAFTER W15 CUSTOM ARCH TOP MARVIN CUSTOM SCREWS AT 12"O.C.PER (4)8d NAILS INTO PLATES (9)8d NAILS INTO STUDS W10 CASEMENT MARVIN GN2535 TABLE R-702,3.5 r r n AT CATHEDRAL CEILING,PROVIDE USB RAFTER SUPPORT CONNECTORS SHEATHING TO RUN TO W17 COMBO MARVIN CN2163/ VINYL SIDING,0.12 NIAIL,1-\"LONG MODEL NO.MP9 AT EACH RAFTER/ TOP PLATE S BE FASTENED CN4963 RIDGE CONNECTION.(EA.SIDE OF W/6d DEFORMED SHANK AT EACH STUD RIDGE)PROVIDE(6)10d NAILS IN I NAILS AT G"D.C.AT EDGES W'18 CASEMENY MARVIN GN2963 • RAFTER&(6)10d NAILS IN RIDGE �� 0)USP KLFTA CONNECTOR AT 16"O.C. OOF DECK JOISTS a (16)10d FASTENERS TO STUDS. (1)USP-RT20 HURRICANE ANCHOR 5P-RT7 HURRICANE ANCHORS ALL ARCHITECTURAL AND O AT EACH RAFTER THREE TAB ROOF SHINGLES AT EACH J015T. \'GYPSUM BOARD INTERIOR RAFTER SPACING 16"O.C.MAX. USE(5)8d NAILS AT HEADER TO RECEIVE(6)FASTENERS FINISH.1.)"LONG TYPE"W" (9)8d NAILS INTO RAFTER - F. PER SHINGLE SCREWS AT 12"O.C.PER (4)8d NAILS INTO PLATES USE(5)8d NAILS AT JOISTS 11 TABLE R-702.3.5 (9)8d NAILS INTO STUDS (1)USP-RT20 HURRICANE ANCHOR 7116"APA RATED 7/15"APA RATED DROPPED HEADER DROPPED HEA ER AT EACH RAFTER EXTERIOR SHEATHING EXTERIOR SHEATHING RAFTER SPACING 16"O.C.MAX. FASTENED TO WALL STUDS W/ FASTENED TO WALL STUDS W/ (9)8d NAILS INTO RAFTER oj 6d DEFORMED-SHANK NAILS Gd DEFORMED_SHANK NAILS (9)6d NAILS INTO HEADER ICI AT 12"O.C. AT 12"O.C. I 0)USP PBE544 POST CAP 0)USP PSE544 POST CAP I TO MEET A MIN.UPLIFT OF I I I I TO MEET A MIN,UPLIFT OF � r•-� �0 �0 I I 1400 psi WOOD BEARING I VINYL SIDING,0.12 NAIL,14 LONG I 1400 psi WOOD BEARING I CAPACITY-NAIL SIZE I I CAPACITY-NAIL SIZE _ AT EACH STUD I I AND QUANTI Y I I AND QUANTITY I AS PER MODEL NUMBER I I AS PER MODEL NUMBER / \ I REFER TO MANUFACTURER I REFER TO MANUFACTURER O Gd DEFORMED SHANK OR ANNULAR RING NAILS AT G"O.C. 6d DEFORMED SHANK NAILS ALL PLYWOOD EDGES AT 6"O.G.ALL PLYWOOD EDGES I COLUMN COVER A5 PER PLANS I / I I I I E COLUMN COVER AS PER PLANS (n ✓' \ II ANCHOR BOL75,SPACED PER ANCHOR BOLTS,SPACED PER I I I I w PLANS AND WITHIN 12"FROM END PLANS AND WITHIN 12"FROM END I j I OF EACH PLATE SECTION.BOLT SHALL OF EACH PLATE SECTION.BOLT SHALL I I I I J 4x4 PRESSURE TREATED POST I I FINISH CEILING EXTEND 12"INTO CONCRETE FOUNDATION EXTEND 12"INTO CONCRETE FOUNDATION � I � I 4x4 PRESSURE TREATED POST U I I I I I I � i THERMOSTAT SECURITY CONTROL PANEL I 2„ 3, 0 I , USP PAU44 OR APPROVED EQUAL . USP PAU44 OR APPROVED EQUAL z J O POST HOLDER EMBEDDED IN CONCRETE POST HOLDER EMBEDDED IN CONC. - - - - � J 0 0 �, FASTEN TO P057 W/12-16d NAILS FASTEN TO POST W!2-16d NAILS LIGHT SWITCH T J 0 0 !. jlPf��ANG 5W,GH OUTLET) �„]--� 'e . , •e e • ' IN CASE THESE ARE MORE SWITCHES THAN 4 e � .... . , .: ^ e. . MM • •: � •. .• e ; � ADD ADDITIONAL SYMETRIGAL OUTLET GANGS ,�.� j go CONCRETE FOUNDATION T o ABOVE(6 3+3 OR 5 3+2) •' . ow CONCRETE FOUNDATION DUPLEX OUTLET 4 TYPICAL TWO STORY WALL TYPICAL ONE STONY WALL TYPICAL F,�STE.� IER o o TELEPHONE TVOUTLE75 TYPICAL FASTENER BASE p m m w m FASTS=NER SCHEDULE FASTENER SCHEDULE SCHEDULE @COLUMNS S SCHEDULE @ COLUMNS NOT TO SCALE NOT TO SCALE NOT TO SCALE (AT ROOF [DECK) NOT TO SCALE (AT COIVERED PATIO) FINISHED FLOOR TABLE P3201.7 SIZE OF TYPICAL INTERIOR ELEVATION TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES FOR ELECTRIC DEVICES NOT TO SCALE PLUMBING TRAP SIZE O O FIXTURES MINIMUM (INCHES) r 4" THRU VENT 4" THRU VENT ALLOWABLE DEFLECTION OF BATHTUB (WITH STRUCTURAL MEMBERS HEADER SCHEDULE O OF ALL MATERIAL FOR WOOD FRAMING TO WITHOUT (PER TABLE R301.7 OF IRC) ALLOWABLE HAVE A MINIMUM fb OF 825 P.S.I. z w J SHOWER HEAD STRUCTURAL MEMBER NOMINAL LUMBER SIZE: SPANS: 1 1/21, DEFLECTION J u O NOTES: 1/s" 1/° 1/° ° 1/�" WHIRLPOOL ATTACHED TO RAFTERS (2)2X8 4f O O 4-O RAFTERS HAVING SLOPES GREATER THAN L/80 2 2XG UP T 2" < 2" 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 A3 PITCH WITH NO FINISHED CEILINGS 1, W Z TO 6'-O" 1/s" 2" 1`/. 1 1�� F2, lix ATTACHMENT) FLOORS L/300 COSTS SHALL BE 4X4(NOMINAL) 8"O'TO 10=0" Q VLW. 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON NTERIorzwALLs&PARTITIONS H/8o ASH 3.WATER SUPPLY PIPING SHALL BE COPPER(ASTM CEILINGS WITH BRT B-42) W.C. W.C. BIDET 1 1/411 TLE FINISHES L/360 NOTE:ALL SIZES GALLED OUT ON ANY OF �ALL OTHER STRUCTURAL MEMBERS L/240 THE FOLLOWING DRAWINGS WILL SUPERCEDE -� 4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605(IRC) THIS SCHEDULE. - CLOTHES EXTERIOR WALLS:WITH PLASTER H/360 '- U SH R. OR STUCCO FINISH � U EXTEROR WALLS:WIND LOADS WITH H/240 < W 2" 2" 2° WASHER 2" OR BRITTLE FINISHES ((� 2" 4 ¢" STANDPIPE FLEXIBLE 2 DISHWASHER ON FLEXBR WALLS:WIND LOADS WITH L12O TOP PLATE SPLICE REQUIREMENTS W O C 1 u EXTERIOR WALLS:WIND LOADS WITH T H L.V180 O Z, FLEXIBLE FINISHES,INTERIOR GYPSUM WFCM TABLE 3.21 W SEPARATE TRAP) BOARD PNISH ( ) ((Z Z O FLOOR DRAIN 2° LINTELS SUPPORTING MASONRY WALLS L/GOO BUILDING MINIMUM SPLICE FLEXIBLE FINISHES DIMENSION (FT.): LENGTH(FT.): KITCHEN SINK "OTE:L=SPAN LENGTH 5 w Q H=SPAN HEIGHT 12 - ¢"S. 1All 2" 1/21, 1/2" 1Y,, 2" IN. 1/�' (ONE OR TWO 16 6 # 1/�" 1/�" 1/�" v�" 1/�" TRAPS, WITH OR 2° 10 a 2" --t WITHOUT 1%�� TABLE OF MINIMUM COMPRESSIVE -� 1Y� V. V. V. 2 T 2 V. S NK 2 STRENGTH OF CONCRETE ITEMS 28 11 Q U DISHWASHER 32 13 = Ul W.G. V .C. W.G. AND GARBAGE PER TABLE R402.2 FOR SEVERE EXPOSURE 32 14 . SH R. SH R. GRINDER) TYPE OR LOCATIONS OF MINIMUM SPECIFIED 40 16 /��" F.A.I. C (f AT 28 DAYS, TH 50 20 ' r � FIRST FLOOR 2" 2" 2" 2° 2° CONCRETE CONSTRUCTION fCa LAUNDRY TUB (ONE OR MORE 1 �2 BASEMENT WALLS, FOUNDATIONS & OTHER 2,500 ° 70 28 4 5 4' 4, 2" 4, 1 0 60 24 HOUSE TRAP �� -..'+ ` ::,. • >' � 1Y2" 2° 1/" CONCRETE NOT EXPOSED TO THE WEATHER , DRAIN LINE /� COMPARTMENTS) BASEMENT SLABS & INTERIOR SLABS ON a 80 32 lY� GRADE EXCEPT GARAGE FLOOR SLABS 1.TABULATED SPLICE LENGTHS TOP PLATE TO TOP 500 TO SEPTIC SYSTEM LAVATORY 1 K° 2 1 /2 BASEMENT WALLS, FOUNDATION WALLS, PLATE CONNECTION SHALL NOT HAVE MORE THAN { �370 V. b 2 16d NAILS PER 6 INCHES SHOWER EXTERIOR WALLS & OTHER VERTICAL 3,000 W.C. PLUMBING RISER DIAGRAM 2 CONCRETE WORK EXPOSED TO THE WEATHER LOCATED TEDNEXP05 RE B OR ASSUME A BUILDING NOTE A LOCATED IN EXPOSURE B OR C DEG,2020 NO ;GALE WATER CLOSET PORCHES,CARPORT SLABS AND STEPS 3,500 °'b 3.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE DeAp1®gyp SH R. EXPOSED TO THE WEATHER, AND GARAGE MATERIAL S.A. AS NOTED FINISHED BASEMENT 2" FLOOR SLAB 2 4 A. CONSULT FIXTURE STANDARDS a.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING J.L.M. J.B. AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED Dmwata, FOR TRAP DIMENSIONS CONCRETE IN ACCORDANCE WITH FOOTNOTE b. G•�•-i b CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT OF SPECIFIC BOWLS BY VOLUME OF CONCRETE)SHALL BE LEES THAN 6. %OR MORE THAN 7% 15OF17 NAILING SCHEDULE (EXPOSURE "B") NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION COMMON NAILS BOX NAILS 2X STUDS,SEE PLANS 2X STUDS,SEE PLANS ROOF FRAMING RAFTER TO TOP PLATE (TOE-NAILED) 4 - 8d 3 - 10d PER RAFTER 2x PLATE,SEE PLANS CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 - 8d 3 - 10d PER JOIST 000 00, � ' ' SUB-=LOOK,SEE MANS ' CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 10 RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d11 '• , RM JO5T,SEE PLATS ' , CORNER STUD CONVECTED TO 4:12 17- 16d 17 - 40d ' • • ' ' . , ' TRANSFER SHEAR 5:12 14 - 16d 14 - 40d EACH LAP • • • , , , 2-16d COMMON NA LS,3"O.C. 7:12 10 - trod 10 -40d '• M N.10'LENGTH&MIN.31/2"PROJECTION USP LSTA21 STRAP AT 9:12 AND GREATER 8 - irod 8 - 40d EACH sTJD.FASTEN ' ' , ' ' ' EACH 6 10d,14 ST NAILS , , USP L5TA21 STRAP AT �� • � ) , � EACH STUD,FASTEN U� UPHDB 02 APPROVED EQUAL • EACH CO'L STRAP SHALL , W/06)10d,14 LG.NAILS , ' FASTEN W/(24)1/4X3 WOOD SCREWS LAP CH CC L CEILING JOIST LAPS OVER PARTITION (PAGE-NAILED) (NOTSHOWN UNDER BILL PLATE CLA LAP UNDERILLSTRAP ATE E • � (NOT slHowv FOR SEAR TY RAFTER SLOPE: 3:12 22 - trod 22 - 40d LAP UNDER BILL PATE g • , ' , PURPOSES) ' , MIN.4" SILL ON �P . �O``' ]"-ALL THREAD ROD 4;12 17- 16d 17- 40d '. USP MP4F CONNECTOR,16"O.G. OTHER SIDE OF WALL STUDS 31/2' , (MIN.) ' FASTEN W/02)8d,14 LG.NA'LS (MIN.) (NOT SHOWN FOR CLARITY I I �9< 5:12 14 - lrod 14 - 40d EACH LAP PURPOSES) < 10 - trod 10 - 40d ANCHOR BOLT5,5PACED ANCHOR BOLTS,SPACED 7:12 7 1— PER PLANS PER PLANS ]"-x2-3/16'M N.LONG COUPLER TO 9:12 AND GREATER 8 - trod 8 - 40d MIN.3'X 3"WASHER$NUT MIN.3'X 3"WASHER&NUT WTH57AND A TENS ON LOAD OF 11510 LEE. USP LSP512 U5P LBP512 COLLAR TIE TO RAFTER (FACE-NAILED) 2x6P.T.5 ILL PLATE 2xaP.T.ELL PLATE RAFTER SLOPE: 3:12 7- 10d 7 - 12d COPPER TERMITE SHIELD COPPER TE2MITE SHIELD I �j FOJNDATION WALL E FOUNDATION WALL Q 4:12 6 - 10d 6 - 12d o PER TIE 5:12 5 - 10d 4 - 12d NOTE: NOTE: .. +•!' 6:12 AND GREATER 4 - 10d 4 - 12d ALL METAL HANGERS,CL'P5,NAILS,BOLTS SCREWS,ETC.IN ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN J5P STBL28 ANCHORS 02 1 DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE APPROVED EQUAL.MIN. TR PLE DIPPED GALVANIZED MEMBERS APPROVED BY TR PLE DIPPED GALVANIZED MEMBERS APPROVED BY . • ' '•V;4 EMBEDMENT T . (V 2 -8d 2 - 10d EACH END MANUFACTURER TO RE515T COR205ON FROM PRE55JRE MANUFACTURER TO QE515T GORa05 ON PROM PRESSURE is BLOCKING TO RAFTER (TOE-NAILED) TREATED LUMBER TREATED LUMBER j. RIM BOARD TO RAFTER (END.-NAILED) 2 - 1rod 3 - 1rod EACH END 1 WALL FRAMING TYPICA 2L SILL CONNECTIONS 1 TYPICAL SILL CONNECTIONS TYPICAL FIRST FLOOR 12 NOT TO SCALE (AT BASEMENT CONSTRUCTION) 12 NOT TO SCALE (AT SLAB CONSTRUCTION) CORNER HOEDOWN 12 TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d � 2 - 16d 1 PER FOOT NOT TO SCALE O TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -16d 5 - 16d JOINTS -EACH SIDE TOP PLATES E HEADER PER PLANS STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.G. HEADER LEE PLANS O USP-LBTA30 STRAP AT EACH PAIR OF OPPOSING NNECT HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES RAFTERSco2)10dN NAILS TO 2 DGE-(22)10d NAILS TOTAL USP M?4F GONNECTOR,16'O.C. FASTEN W/(12)8d,14 LG.NAILS 1� TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - trod 2 - 40d PER STUD UPS R5250 SOILED STRAP 1 OR APPROVED EQUAL PROM MIN.(2)2x4 AT FRAMED OPENINGS 1,2 1,2 AT ALL TO HEAD LOCATIONSONG ALL ARCH TECTURAL AND r-• BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 - 16d 2 - 1rod PER FOOT FASTEN W/08)8d NA Ls THREE TAB (6)F FASTENSHINGLEERS SHEATHING PER PLANS TO REGE VE(6)FASTENERS BLOCKING (FACE-NAILED) PER SHINGLE M�� n/ (1)'UBP-RT20 HURRICANE ANCHOR O FLOOR FRAMING 2x STUDS USP A5250 COILED STRAP DROPPED HE ER AT EACH RAFTER SEE PLANS FOR SIZE OR APPROVED EQUAL ROM RAFTER SPACING 16"O.C.MAX. 5'LL TO TOP PLATE (9)8d NAILS INTO RAFTER JOIST TO SILL, TOP PLATE OR GIRDER TOE-NAILED 4 -8d 4 - 10d PER JOIST �7 V PLYWOOD 5HEATHING IN5'DE (9)8d NALS'NTo HEADER (n ( ) 'I AND OUTS DE FACE OF STUDS SECURED I W EXTERIOR i�� BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END VIEW WITH 8d NAILS a'o.c.AT PANEL EDGES I T ME PBE544 POST SAP I I I I HOLDDOWN CONNECTORS-REFER TO I I TO MEETA MIN,UPLIFT OF W TYPICAL ONE 5TORY/SLAB CORNER 1400 psi WOOD BEARING J n HOLDDOWN DETAIL' CAPACITY-NAIL SIZE j`J, ll/ AND QUANTITY BLOCKING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END I I I I i I AS PER MODEL NJMBER x UPS R5250 COILED STRAP SILL PLATE-REFER TO'TYPCAL REFER TO MANJFAGTURER OR APPROVED EQJAL FROM n .5 LL CONNECTIONS @ SLAB"DETAIL r , BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - trod 4 - trod EACH BLOCK STUD To HEADER MN.2a'Love v Ld AT ALL HEADER LOCATON5 FASTEN W/08)8d NALS POJRED CONCRETE WALL I j E COLJMV COVER A5 SPECIFIED O LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST II II RIM JOST i, i W axa PREssJRE TREATED POST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 10d PER JOIST m �I I NOTE: � � N W (� 3 - 16d 4 - 16d PER JOIST CONCRETE TH15 5CHEDULE AL50 APPLIES FOR CONDITION5 i i BAND JOIST TO JOIST (END-NAILED) FOUNDATION OVERHEAD DOOR OPENINGS AT BUILDING CORNER USP PAu44 ORAPPROVED EQUAL POST HOLDER EMBEDDED iN CONC. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -1rod 2 - 16d PER FOOT q. TYPICAL EXTERIOR FF� \M ED s TYPI CAL GARAGE WALL FASTEN TO POST W�2.,6d MALL � � - ROOF SHEATHING OPENING FASTENER SCHEDULE RETURNS FASTENER SCHEDULE � `OX'GRETEFQUNDAT°" STRUCTURAL PANELS: PANEL INTERMEDIATE NOT TO SCALE NOT TO SCALE EDGES SUPPORTS TYPICAL FASTENER SCHEDULE INTERIOR ZONE 5 8d 10d 4" roll AT COVEREDD ENTRY/PATIO PERIMETER EDGE ZONE 5 8d 10d 4" 4" . ' CORNER STUD CONNECTED TO NOT TO SCALE • TRANSFER SHEAR GABLE ENDWALL RAKE Wlnf LOOKOUT BLOCK 8d 10d 4" 4" � 2-16d COMMON NAILS,3'O.G. MIN.10'LENGTH ff MIN.31/2'PROJECTION NOTES: O CEILING SHEATHING USP UDHDB OR APPAOVED EQUAL F 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. � � . FASTEN W/(24)1/4X3 WOOD SCREWS r 2.THESE SCHEDULES MEET UP TO 130 M.P.H. WIND GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE /10" FIELD SORNERSTUDCONNECTEDTO P�� O TRANSFER 5HEAR �\Q�� 7/8"ALL THREAD ROD LOAD CRITERIA. � w ;� I I �Ow<< Z • , MIN COMMON NAILS,3'O.G, z O WALL SHEATHING ' , MIN 10"LENGTH�.MIN.31/2'P2QJEGTON USP PHD8 OR APPROVED EQUAL STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE FAsrev w/(2a)v4X3 wooD sc2Ews W U EDGES SUPPORTS 0��5 CORNER STUD CONNECTED TO � >_ .J INTERIOR ZONE 6 8d 10d roll 12" �o��P�� MN.]'-ANCHoa5 EMBEDDED ��o TRANSFER SHEAR Q w Z m F V CON., MIN.EMBEDMENT T 4' EDGE ZONE 6 8d 10d USP TEND/oR EQUAL �1 N roll roll FASTEN W/(24)1/4X3 1/4X3 WOOD SCREWS U a- II V_ FIBERBOARD PANELS: ~ U 7/1ro" rod 3 - 3" EDGE / roll FIELD LIL w w 25/321, 8d 3 - 3" EDGE / ro" FIELD 2a TYPICAL ONE STORY/SLAB 3 TYPICAL SECOND FLOOR w o COOLERS 7' EDGE /10" FIELD 12 12 GYPSUM WALLBOARD 5d COOLERS 5d GOO S CORNER HOLDO�JVN CORNER HOEDOWN Z O PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER NOT TO SCALE NOT TO SCALE w Z owe FLOOR SHEATHING ROOF FRAMING 51MP50N C520 CONNECTOR ROOF FRAMING SIMPSON CS20 CONNECTOR w Y (� DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF O O # STRUCTURAL PANELS: 1" OR LESS 8d 10d roll EDGE /12" FIELD _ GREATER THAN 1" 10d 1(5d roll EDGE / ro" FIELD Icy- CRIPPLE STUDS i' CRIPPLE STUDS _ (11 i 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED roll ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED SIMPSON 5T 2215 CONNECTOR 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL HEA_ER HEADER SIMPSON MSTC28 CONNECTOR BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. HEADER STUDS NOTE: HEADER STUDS UPLIFT CONNECTION 15 REQUIRED AT fN�" •ar .�r, i . WHEN WALL SHEATHING IS CONTINUOUS OVER CON , THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO EACH END S HEADERANDATBOTTOM U. 2 R CONNECTED MEMBERS OF HEADER STUDS IN ADDITION TO `,� x--C ;;:;;,�,_.• � �,.' BE REDUCED TO 1 - trod PER FOOT. 4'-O" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12'-O" — — TOP AND BOTTOM OF CRIPPLES 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND fro GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL REQUIREMENTS. — �bka J' FULL LENGTH FULL LENGTH - DEC, 2020 QUANTITIES ARE BASED ON fro" OC SPACING FOR RAFTERS, JOISTS AND STUDS. WALL STUDS WALL STUDS II �b � II DEI�` >� 4. ALL UPLI S.A. AS NOTED �ONNE�TOR SIMPSON ST2215 CONNECTOR SIMP50N MSTC28 CONNECTOR aHECKMM 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, QUIR N.L.M. ..8. ww"°' THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ro. FOR WALL SHEATHING-' WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. HEADEfR TIE DOWN DETAILS 16 OF 17 318" =1'-0"