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HomeMy WebLinkAbout49144-Z Town of Southold * * P.O. Box 1179 01 53095 Main Rd Ulm,a� � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46545 Date: 10/01/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 8555 Main Bavview Rd Southold, NY 11971 Sec/Block/Lot: 78.-9-48 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/28/2022 Pursuant to which Building Permit No. 49144 and dated: 04/20/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Addition with finished basement, roofed over deck addition and "as built" finished basement to existing single-family dwelling as applied for. The certificate is issued to: Thomas Hudgens , Christy Carter . Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1189 9/12/2025 ELECTRICAL CERTIFICATE: 49144 9/29/2025 PLUMBERS CERTIFICATION: William Schwamb 6/17 2025 utho ' e Si nature ofso�Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49144 Date: 04/20/2023 Permission is hereby granted to: Renewal Date: 04/29/2025 Thomas K Hudgens 340 E 23rd St Apt PH 1F New York, NY 10010 To: construct additions and alterations(and to legalize as-built finished basement)to existing single- family dwelling as applied for per SCHD approval.Additional ceritifcation will be required. Premises Located at: 8555 Main Bayview Rd,Southold, NY 11971 SCTM#78.-9-48 Pursuant to application dated 09/28/2022 and approved by the Building Inspector. To expire on 04/29/2027. Contractors: Fees: Renewal Fee $919.80 Total $919.80 ui ding Inspector TOWN OF SOUTHOLD �g11EFD(,�coGy BUILDING DEPARTMENT a ' TOWN CLERK'S OFFICE oy�• ao� 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 #: 49144 Date: 4/20/2023 Permission is hereby granted to: Hudgens, Thomas 340 E 23rd St Apt PH 1 F New York, NY 10010 To: construct additions and alterations (and to legalize as-built finished basement) to existing single-family dwelling as applied for per SCHD approval. Additional ceritifcation will be required. At premises located at: 8555 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-9-48 Pursuant to application dated 9/28/2022 and approved by the Building Inspector. To expire on 10/19/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,129.60 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $660.00 CO-ADDITION TO DWELLING $50.00 Total: $1,839.60 uilding Inspector pF SO�jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q �y'r4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Hudgens Address: 8555 Main Bayview Rd City:Southold St: NY Zip: 11971 Building Permit#: 49144 Section: 76 Block: 9 Lot: 48 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hobbs Electric Corp License No: 33926ME SITE DETAILS Office Use Only Indoor (✓ Basement 50- Service I✓ Solar F Outdoor W 1st Floor 57 Pool F Spa F Renovation F 2nd Floor I— Hot Tub r Generator r Survey r Attic rr1. Garage Battery Storage (- INVENTORY Service 1 ph d' Heat Duplec Recpt 50 Ceiling Fixtures Bath Exhaust Fan 3 Service 3 ph (^ Hot Water GFCI Recpt 6 Wall Fixtures 22 Smoke Detectors 2 Main Panel 200X2 A/C Condenser 3 Single Recpt Recessed Fixtures 91 CO Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 6 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 42 4'LED Exit Fixtures Other Equipment: (3)MiniSplits, (2)W/D Notes: Finished Basement & Fist Floor Addition & Service Inspector Signature: X R Date: September 29, 2025 Sean Devlin Electrical Inspector sean.devlin(a)town.southold.ny.us 8555MainBayviewHouseAdd. Town Hall Annex Telephone(631)765-1802 54375 Main Road 1 Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 ' UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: II (Please�print) Plumber:►.� � _( AAu (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 'gna ure) Sworn to before me this I� day of 20 2� KIRSTEN E HESPOS Notary Public State of New York No. 01 HE6174810 Notary Public, �� f'` County Qualified in Suffolk County C 2.t ommission Expires 09/24/20 ��I �o��OF SOUIy� qq � # # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O `ycou 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) [ ] ELECTRIC (FINAL) [ ] CODE VIOLATION [ ] PRE O [ ] RENTAL REMARKS: DATE [W?�2 INSPECTOR pF SOUIyOIo * TOWN OF SOUTHOLD BUILDING DEPT. "rou 631-765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL RE ARKS: + S 1 DATE Y 'yOY INSPECTOR SOUTyolo # TOWN OF. S.OUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ F NDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL l REMARKS: 1� DATE INSPECTOR OF S0l/lyOlo # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL r [ ] ' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL , REMARKS: DATE - INSPECTOR �O,*OE SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT.- °�y o rm, o 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST/ REBAR- [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL MARKS: W V� �kvk In, m��Lhl DATE 6 S - INSPECTOR OF SOUTyOlo R Y � g��� Y :(, e& oil e1W P # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/'REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [p(] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r(oor oAk DATE INSPECTOR SOUTyO� / # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ]. ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: t3a 4&,4-.,m0-f G 1 �� ��- 4-ULAAKfi IZZG/15" gAil hal e�"A �rk At9L ,", !`n 1 P.,� �2 s ►e- �` �.�.. .. DATE 362—c2 S INSPECTOR OF SOUTy�Io " l 9 s mo-JA7 / # TOWN OF SOUTHOLD BUILDING DEPT. 10urme�'�o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: 1 1 IC4 vi d DATE Z 75 INSPECTOR -- hO�a1aF 50Glyolo `v Vli' # # TOWN' OFISOUTHOLD B�k&WG DE T. o 631-765-1802 INSPECTION - [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG,H) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL /V�REMARKS: LQ-46— ATE INSPECTOR pF SOUIyO� - -- # # TOWN OF SOUTHOLD BUILDING DEPT. coorm 'i� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] jpKULATIOWCAULKING [ ] FRAMING /STRAPPING [UlFINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � glog u 41 S IYt� c �� � DATE � INSPECTO STATEMENT-T- prime Insulation Inc. —7 P.O.Box 654 1Nr I Shirley NY 11967 (331-92.4-1959 ........ .... TO. Atli( 11iI I q DETACH AND MAIL W111-1 YOUll 11WITIANCH.YOUll CANCIII-1-fli(-I VJ3" I-, I ®R.- 'M PREVIOUS GALMIGEAP I. A AF STATEMENT Thank YOU 'HUMTSMAR BUILDING 1 SOLUTIONS P�'q F f BUILL ING S OLU e IOI��kd �. :ka sHEATLDC HFO HIGH LIFT d N 0 C A 0,AM 3E E E0 Heatlok®HFO High Lift is a two Component,closed cell,spray applied,rigid pQWrethane foam system.This product uses recycled plastic materials,rapidly renewable soy oils,and the blowing agent has zero ozone depleting potential.Heatlok HFO High Lift complies with the intent of the International Code Council's residential and commercial building codes and is commonly used as a thermal insulation,air barrier,vapor retarder and water resistive barrier In above grade,below grade,interior and exterior applications. ASTM D 1622 Core Density 2.0 Ib/ftP 32.0 kg/ms ASTM C 518 Aged Thermal Resistance 1 6.3 ft2h°F/8TU 1"=1.10 Km'/W 3.5"=26 ft2h F/BTU 3.5 =4.57 Km/W ASTM E 283 Air Leakage @ 75 Pa @ 1" <0.02 Usm2 ASTM E 2178 Air Permeance @ 75 Pa®1 <0.02 Usm2 Water Vapor Permeance 1.56 perms 89.25 ng/Pa•s•m2 ASTM E 96 Class III vapor retarder per IBC Section 202®1" Class II vapor retarder®s 1 perm 1.875" 47.63mm ASTM D 2842 Water Absorption(volume) 0.87% ASTM D 1621 Compressive Strength 34.8 psi 240 kPa ASTM D 1623 Tensile Strength 101.3 psi 698 kPa ASTM D 2126 Dimensional Stability®158°F(70°C)97%R.H.(168 hours) -3.7(%volume change) VOC Emissions UL Environment(Greenguard Gold) Meets Criteria ASTM C 1338 Fungi Resistance No fungal growth ASTM D 2856 Closed Cell Content 91% ASTM C 1029 Standard specification for spray applied rigid cellular Type II Compliant polyurethane thermal insulation Surface Burning Characteristics,4"thick Class I ASTM E 84 Flame Spread Index 10-15 Smoke Developed 350—400 Ignition Barrier—Compliant with 2012,2015,2018&2021 IBC and IRC,and ICC-ES AC 377 Appendix X AC-377 Appendix X,for use in attics and crawl spaces without a prescriptive Ignition barrier or Pass intumescent coating. Thermal Barrier_Compliant with the,2012,2015,2018&2021 IBC and IRC,as an Interior NFPA 286 finish without a 15 minute thermal barrier when coated with DC-315 at 18 mlls wet film thickness, Pass 12 mils dry film thickness,or No-Bum Plus ThB at 16 mils wet film thickness,11 mils dry film thickness. Recyclable Content 19% Renewable Content 6% Cream Tone Gel Time Tack Free Time End of Rise 0 —1 seconds 2 seconds 3—4 seconds 3—4 seconds Page 1 of 2 A"� F5'`�n y ,.Y +V fiYl F �3Fd3 'YSk29 Y Veie e�{ ',� PROPERTY A-PMDI ISOCYANATE HEATLOK HFO HIGH LIFT RESIN Color Brown Blue Viscosity®77°F(28°0) 180=220 cps 500=800 cps Specific Gravity 1.24 1.17—1.21 shelf Llfe of unopened drum properly stored 12 months 6 months Storage Temperature 50—100°F(10—38°C) 50—70°F(10—21°C) Mixing Ratio(volume) 1.1 1:1 *See SIDS;for more information. ^+ �J9PiLt�'I[�l ` ,,. y"���3.t 'i 01 n ® D ® © t3 ;y E '�w� '�-i. Jm s;:u'a5a�.r�+%Nl4e�.>rba'NA�Y+�^�Iifa'.k.� �� r=xAslNi • Initial Primary Heater A-Side(ISO)Setpoint** 92—106OF 33—41°C Initial Hose Heat Setpoint** 102—1150F 39—460C Initial Primary Heater Mlde(Resin)Setpoine' 98—115°F 37_460C Initial Processing Setpoint Pressure 1200—1400 psi 8274—9653 kPa Subetmte&Ambient Temperature Summer;,.60OF Summer> 1000 Winter>150F Winter>-90C Moisture Content of Substrate s19% s19% Moisture Content of Concrete Concrete must be cured,dry and free of dust and form release agents. *Foam application temperatures and pressures can vary widely depending on temperature,humidity,elevation,substrate,equipment and other factors.While processing,the applicator must continuously observe the characteristics of the sprayed foam and adjust processing temperatures and pressures to maintain proper cell structure,adhesion,cohesion and general foam quality.it is the sole responsibility of the applicator to process and apply Heat ok HFO Highwithin specification. ***It may be necessary to go outside of the recommended processing parameters or split temps due to ambient temps and material viscosity. General Requirements:Equipment must be capable of delivering the proper ratio(1:1 by volume)of polymeric Isooyanate(PMDI)and polyol blend at adequate temperatures and spray pressures.Substrate must be at least 5 degrees above dew point,with best processing results when ambient humidity is below 80%. Substrate must also be free of moisture(dew or frost),grease,oil,solvents and other materials that would adversely affect adhesion of the polyurethane foam. Applicators should limit the application of this product to no more than a thickness of 6.5"(165mm)per pass(after expansion)to avoid fire hazards(including spontaneous combustion)resulting from excessive heat generation.If subsequent passes are needed,applicators should waft until the core temperature of the foam has dropped below 100°F to allow any reaction heat to dissipate from the prior applications before attempting to reapply the product. :�� l'- tt �i.�• Y i h � ' ® D fv'�n 1''�S'. 35._'S��F f JN- Ya �''a�+�,xa.*�a.r�r+F�«+a'.�rk.�ns�e�4+s.u�a���a.� _�. . . _,,.....,v._�_.�,� .� � � , �'*sr,�.�^,c��,•R�1 '�kr .;� ._ S Ambient Temperature Maximum Pass Dual Pass(x"+xJ 570°F(21°C) 6.5" 3.25"+3.25" >709F(211%); i�801F(27QC) 4" 3.25"+3.25" >80°F(27"C) 3.25" 3.25"+3.25" Heatlok HFO High Lift must be separated from the Interior of the building by an approved thermal barrier or an approved finish material equivalent to a thermal barrier in accordance with applicable codes.Heatlok HFO High Lift must be sprayed at a minimum thickness of 1"per pass.This product must not be used when the continu- ous service temperature of the substrate or foam is below-60°F(-51"C)or above 1800F(82°C).Heatlok HFO High Lift should not be used to cover flexible ductwork. Disclaimer:The Information herein is to assist customers In determining whether our products are suitable for their applications.We request that customers Inspect and test our products before use and satisfy themselves as to contents and suitability.Nothing herein shall constitute a warranty,expressed or implied,including any warranty of merchantability or fitness,nor is protection from any law or patent inferred.All patent rights are reserved.The foam product is combustible and must be protected in accordance with applicable codes.Protect from direct flame and spark contact,around hot work for example.The exclusive remedy for all proven claims Is replacement of our materials. .►r�e�,:. � �� ,s icc abaa� QFS �.�� u•� Intertek * * 3315 E Division St �ri Arlington,TX76011 I HUE 'T %M Page 2 of 2 Phone:(817)640-4900 www.huntsmanbuildingsolutions.com BUILDING SOLUTIONS FD Southold Building Department �'� SEP 1 8 2024 Southold, NY September 10, 2024 OW � � �0J To Whom it May Concern, Please consider this email as official notification that Jeff Sands, Architect, is working on our behalf as the primary architect of record on our project currently under permit 49144. Any and all matters related to this project shall be coordinated with Jeff on our behalf. If there are any questions regarding this matter, I can be reached at 347-325- 4347 or at tkhsecond(@gmail.com Thank you, Thomas Hudgens Gil Qom?(Act 4 14 FOUNDATION (IST) -------------------------------------- • • `}`ROUGH FRAMING& ff �� PLUMBING • • ME . �,'"'MI ■l,Ziii7�'! it � , � Li/ �/ i �' INSULATION STATE ENERGY CODE WA ® & ' mh4 A - era.. ADDITIONAL • i HIM, • / ,c �•S' ftl� �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT ., S Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 , � • o� Telephone (631) 765-1802 Fax(631) 765-9502 hftps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT LAI For Office Use Only SEP 2 8 2022 I i PERMIT NO. Building Inspector: X TO,,- 5 A�plieatlbns and forms must be fitted out►n t�elr entrrety.(ncompiete applicatlorrs wt)1 not be accepted Where=the Applicant rs nofi the owrner,an _ OvUnar's Authorization form'(Page 2)shall bg completed, , 4 Date:9/28/22 01NNER(5)OF PI20PERT'Y Name Thomas Hudgens, Christy Carter,.. SCTM#1000 78-09 48 Project Address:8555 main bayyiew road. southold_ ny,11971 „ Phone,# 347-325-4347 Email tkhsecond@gmail.com Mailing Address:same as above coNTacr PERsoN i .r Name Clay Coffey, Margot Coffey Mailing Address:430.Main„Street 2nd Floor Greenport NY. 1,1944. Phone#:347 276.-6093 Email:clay@isaac- i�Misaalc-rae.com com, margot@Isaac-rae.com DESIGN PROFE5SIOIYALINFORMA"r10N ` � = � n Name Clay Coffey, Margot„Coffey. Mailing Address:430 Main Street 2nd Floor Greenport NY 11944 Phone#:646,275„2447 Email clay@Isaac rae,com, margot@Isaac-rae.com t r � _ CONTRF�GTOR INFORMATION, Name: Mailing Address: Phone#: Email: DESf~RIPTION OFPROPOSEU CONSTRUC170N � � � f ❑New Structure ®Addition ®Alteration []Repair RDemolition Estimated cost of Project: ❑Other $1,300,000 Will the lot be re-graded? []Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 f Existing use of property Sin, le famll residence Intended use of property:Sin le.fami� residence ......:.. 9 . ... ..:. Y g .... . .Y...,....: . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 40 this property? ❑Yes 8No IF YES, PROVIDE A COPY. .C IE•CCf.BOX AfteC Reading The ownei/contraikWdesign professipnal i&resgons�, for 1f.4"' gage antCstoCm water issues;as provuied by Chapter 236of the fawn Cotle APPLiCA7ICrN iS HEREBY Mbt)E to the'fiwldrng Department#or the 4ssuance-af a f3uildingPermit pursuant to the Burtdmg done ©rdin�nee ofithe Town of Southottl,Suffolk,County,New York and other apphcable laws 10rdinan."ces or Regutatrons,'�for the constrpctrcn o#building;, ari8ttrons,alterations or for removal or demohtrpn;as hererrt described The applicant agrees to comply wtth all apphcabfe laws,ordinances,bmldmg code,,�{ dousing code andreguiafions and to admit authorized;nspectors on premises and m bwlding(s�#ot•necessary inspections poise statements madeherem are ,punishable as a Glass (mtsderleanor pursuant to Sechon,�li5 45 trf the�uev�York State renal Caw;" �,� ,, � tL Application Submitted By(print n e):Clay ffey, ®Authorized Agent Downer . .. Signature of Applicant C Date: c% ............. . , CONNIE D.BUNCH STATE OF NEW YORK) Notary'Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) 'Commission Expires April 14,2 0a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 application file therewith. Sworn before me this d day of 6P 6d0=-N\, 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) _o I, s � residing at 8555 Main Bayview Road Southold NY u Ae� do hereby authorize Clay Coffey to apply on my behalf to the Town of Southold Building Department for approval as described herein. ner's Signature Date Print Owner's me 2 t 1 SQfFO�,�c BUILDING DEPARTMENT-Electrical Inspector c :< TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'y.1��� Telephone (631)765-1802 Temporary Certificate # Date,-., 2025 Customer Nam ' Electrician Name �� Address C-� a&& Phone gS 1. e-mail �s c o e-mail Ke bb �,�tc 1 r .Covr1 Phone iLicense# Z Z)9 2 • 1M Size DO A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or PoleLk P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# 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 rification is�alid f a from the date above. Authorized by Wayne Hobbie E UIV E Mar 22 2026 at 6:43:44PM ' MAR 2 4 2025 northforkjoe@-ahoo.com E30ding Depertrteent 'down of Southold ctEF �C t BUILDING DEPARTMENT-Electrical Inspector sow` yT TOWN OF SOUTHOLD 4 Town Half Annex- 54375 Main Road - PO Box 1179 _ I _ Southold, New York 11971-0959 Telephone (631) 765-1602 - FAX (631) 765-9502 gl z~ and ies7� outhold town n�gov — seand,@soA oldtoNnrnv.gav APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN {NEORMATION (All information Required) Date: Company Name. c Electrician's Name: License No.:�� � � Elec. email: Elec. Phone No: �- .�5Z-Z(,S,3l_OT request an email copy of Certificate of Comp lance Elec. Address.:,3-1 1 q JOB SITE INFORMATION (All Information Required) Name: I {o fr Address: Cross Street: V1,e -4 Phone No.: .- G' 7 Bldg.Permit#: �19�y!� email: Levi T Tax Map District: 1000 Section: Block: `� Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ales /q / �1 A Square Footage: Zydo Circle All That Apply: 11 Is job ready for inspection?: ® YES[]NO R Rough in Final Do you creed a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 F'h F-]3 Ph Size: A #Meters Old Meter# ❑New Service Fire ReconnectE]Flood ReconnectOService Reconnect[]Underground QOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WIT1+APPLICATION_ 4 �� %I'l E E I U L ING DEPARTMENT- Electrical Inspector ,UN _ TOWN OF SOUTHOLD 5 o V96 Annex- 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 y� p!• Building Department Telephone (631) 765-1802 Town of Southold APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �5 3p z' Company Name: V\0\Ap5 V_NeCV\-T1 , Co Electrician's Name: License No.: 3&cc 7G Elec. email: 4 Cot Elec. Phone No: 6�� zS2—�65Z- bequest an email copy of Certificate of Compliance Elec. Address.: p �� _ %k JOB SITE INFORMATION (All information Required) Name: Address: `&�5S �(, \\q1 Cross Street: Phone No.: Bldg.Permit#: { email: -�NZec.00A 4O cttk,4%1.eot-A Tax Map District: 1000 Section: Block: V4 Lot: 4/& BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: ) 8g(�o Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In 0 Final Do you need a Temp Certificate?: E—YES ❑ NO Issued OnF—AL&L". (L Temp Information: (All information required) Service Size[�rPh❑3 Ph Size: _q00 A # Meters I Old Meter# �lew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect C Jnderground❑Overhead # Underground Laterals 1 Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION 7 v3� ra E C E oSUffpl�.� tAnnex ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD cmJH 5 �&n - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 ,o1 °��} Building o Sou ho6d t Telephone (631) 765-1802 Town z APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ;5 3� z- Company Name: V\0005 Vaer�L Co,- Electrician's Name: k,� License No.: `3&r-,{7G Elec. email: , Elec. Phone No: z52,-&.5Z bequest an email copy of Certificate of Compliance Elec. Address.: 3 0 %�R JOB SITE INFORMATION (All Information Required) Name: Address: -3-55S Cross Street: Phone No.: Bldg.Permit#: WZ9 email:-Wr\-3ecooAE)ct NA% -Co-A Tax Map District: 1000 Section: 17 $- Block: 09 Lot: yes BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: g8 Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: �!ES ❑ NO Issued On Temp Information: (All information required) Service Size[�]I-Ph❑3 Ph Size: /�A # Meters ( Old Meter# ❑'flew Service❑Fire Reconnect[:]Flood Reconnect[-]service Reconnect[ Jnderground❑Overhead # Underground Laterals 1 Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION 4L � � PERMIT# Address: Switches % Outlets �-o GFI's (o Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust 3 Oven Sump Heater Trnsfmr Smokes 2 DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC - AH z Hood Blower Service Amps Have Used Sub Amps Have Used Comments i t NOTES /MooEL N� GENERAL NOTES LOCATION OF NEIGHBORING PRIVATE WELLS 770; 7 / �'\ � Z NOTE ALL MAOT Rz MUST HAVE INTEFER�NAL 07 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CON ORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN \ � PUMP COMPRESSER POWER CIRCUIT OVEELOAD F-ROTECTION / PAGE OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF ALTH SERVICES AS REQUIRED. �J \ DRAWING ISSUE �J �I CB1 C R1 F LOOP--- M1 ,t 1 2. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 198 ) \ / Sss°r \ L1 ELK O ELK _ ELK Spl - �,L `�� SPRAY '`, 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 1', 64 )00 PUMP WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INF RMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST ° A3'00 Og- F N0. DATE ISSUED FOR N wHT WHr N _-_________� MOTOR ,PUMP RATINGS BE INFORMED ACCORDINGLY IN THE FIELD. 3 4HP @ 115V / I Nro'b � 1. 05/03/2022 SUFFOLKCOUNTYREVIEW / 4. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AN EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN / 2 o7i25/2o22 SUFFOLKCOUNTYREVIEW 2 150 FLA WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES R STRUCTURES. CB2 c-R� 6 L00F ,--y- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURIN ALL NECESSARY PERMITS BEFORE COMMENCING WORK " M2 � R 150 -� i 'v' / $ 09/23/2022 SUFFOLK COUNTY REVIEW 3 ELK O ELK ELK RP1 ___________�RECIRC ;PUMP RATINGS 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOS D OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL / IMPROV D LAND ON PRIV TE / 4 PUMP i 3/4HP @ 1 15V LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE ESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS I ELL WATER. WELL LOCA ION o 5 WHT W"T N ---------- MOTOR / 150 FLA OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. I OTED - N / 5 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT S EEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, / ° ��. CB3 c �3 6 L00E-. I� a -® TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTA D AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON ,� / ELK _1_ ELK pl � �t�' L-� MIXER ,PUMP RATINGS THE PLANS. /7 PUMP 3/4HP @ 115V 8, ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WI 4000 PSI 128 DAY STRENGTH CONCRETE. IMPROVED L.A�ND ON WELL \ / WHT N ----------,, MOTOR / 150 FLA 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLA S. WATER WELL,LOCATION NOTED CB4 10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTRO MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE / ,, / � .�,�. �,, tu�o_�� CFY ----------� COMP ;COMP RATINGS TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRA NAGE INLETS, ETC.THE METHODS AND MATERIALS EMPLOYED IN \ h� 1 1/4HP @ 1 15V THE INSTALLATION AND MAINTENANCE OF EROSION CONTRO MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES / IM ROVED LAND ON PRIVATE / Eng-nears CcrI ice' In Re uirI Q / W LL WATER. WELL LOCATI N '�i ' WHT N __________1 MOTOR ; 54 FLA FOR EROSION AND SEDIMENT CONTROL". \ N TED / ult �� !t P.E. Or R.A. ��3°`t�ilCatl'D�l = 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPA TED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE / �0�II�C la ' �r•. CONTENT, AS DETERMINED BY STANDARD PROCTOR TEST. / / ^� IC �,,eRORSttI" .41C 1 B 1 / LOT 9 13. WELLS WITHING 150' OF THE PROPERTY ARE NOTED AND VERFI BY THE ARCHITECT \ / For F��3�IA �}'I�tl• US2 FOITt] ���l�_073• = 14. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS P OR TO BACKFILL AND DURING SYSTEM STARTUP. / \ / , ppp L a LR1-41 15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SU OLK COUNTY FE. / J EU� REC/WHT M1 WHT 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER T EATMENT SYSTEM WITH SUFFOLK COUNTY 1.0'N \ /I�,jP LR1-Q2 DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RE ORD DOCUMENT S AS REQUIRED BY SCOH. / LOT 10 / ON UFpLq EL„ FINK/WHT M2 wHr 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN E WIRE FENCE ALONGTOP T IO/V </ nl 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE S8 ° \DEERFE / WALL / C O N LR1-Q4 INSTALLED UPSTREAM OF THE OWTS. 268g 11p„E E / U. EU� FED f6 PLC INPUT 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING D CONNECT TO THE SEWER VENTING SYSTEM z WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO E HOUSE SO ANY LIQUID WILL DRAIN TOWARD 1g 0 r \ NARY q EU AIR SWITCH FINK TREATMENT UNIT . RYRETAININGWALL wIREFENCE 20. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONN TION PRIOR TO COMMENCEMENT OF / ULI CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF AN DISCREPANCIES IN THE INVERT CL HWA RUN ELEVATIONS •� w EUi 5 �_ `t 6 EEC• ��,, ; \ \ � 1' MUTE o o m N82° 19' THIS APPLICATION IS APPROVED ONLY FOR LID ORK r ~ r0'`w ' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL F- EU i TEST : - ° 75'OFFSET ^ ' Lu 35.27'- - -- t) _ ALARM / o FROM IA SYSTEM OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ii O I ; / AND LEACHING - - - _ \`\ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN w i INSTALL PLASTIC RISER RINGS AS / // POOLS 1 _ - � ` w RED,, ELK RED W"T - NEEDED.MAX RISER HEIGHT 24" 4"PVC WASTE LINE _ _ = PROVIDE SECONDARY SAFTEY COVER PITCHED 1/4"per 1'Min ' / �' -� ' - - ` ACCORDANCE WITH APPLICABLE CODES. I- "3009-KYDC(Dual Safety Cover)" / /� �'\ I- ENABLE INSTALL PLASTIC CONCRETE COVER BELOW EL" 1 t_ t L YEL B PLC INPUT ELEVATION OF GRADE RISER RINGS AS GRADE / 20'OFFSET O7 r� NEEDED 24"MAX / \ - F- HEIGHT PROVIDE \ / »'. 10'OFFSET / ' \ \ _ 7 Q�t 2"VENT TO HOUSE 0^ 3 OVERRIDES �1 C.O. SECONDARY SAFETY INSTALL DUMMYIN RINGS OR / 5'OFFSET \ E eu 3 t YEL/wwHr r s COVER"3009-KYDC DOME AS NECESSARY TO BRING / 1= ac PLC INPUT 'r- FF EL.22.4' �J (Dual Safety Cover)" PROPOSED STRUCTURE TO / EXTEN I OF IA SYSTEM Q °- CSR1 L.21' 8'- GRADE. I °i O) ^� Consultants: tY eu wHr/2EEo i �_ / / K ' PROPOSED / o O I3 PLC INPUT INV EL.19.0' / / RELOCATION / N w I +/-EL.19' ALL LEACHING POOLS SHALL BE 2 I/ // K ° 3 I PROPANE OF NG / CO CSR2 PLACED IN ACCEPTIABLE\ �'O" , O EL" W"T F"NK LEACHING POOLS AS APPROV D TANK / s d� PLC INPUT - - - - - - - - - - - - - - - - - - - - - - E H �' 0 7 +- 4"SDR35 WASTE LINE- - - - - - SF ` 1 L BY THE SCDHS IN THE EVENT Teq 6 �' 0 CSR3 _ _ _ _ __ _ - - PITCHED 1/4"per 1'Min_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - POOL LEACHING MATERIAL IS C/(e°- L _J // Z q �� 9a ' \ ELI WHT/YVEL I� PLC INPUT - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �® - - - ENCOUNTERED ECAVATION IS\ PROPOSED ft. _ ' - p O \.G `-� D �, WIRE FENCE / j ;1C��Or."►'1":t':?CJ 4'i'I�.fll:�r:;i"I4i•;':�/�'�'StC:TI IYE?trt l4�'•1S`R H ®® TO BE CONTINUED TO SUITABLE INV.EL.17' (~j W1 B 1 INV.EL.16.5' �® _ MATERIAL AND BACKFILLED AS <• _ a• \ _ i• 2 , / ► h 5°itt I ! y1 - + ° EXTENDlED �° NOTE: W 1 !1 /1� / 1 f d INV. �p BE RULED.CUTTING RINGS MAY DRIVEWAY a�; �Q �\ ,� B.- •, cornfc�; y!.."1C� .•r,•4, �Ii' bt;^'..'1"t't� `ik-ro;"f't1f `1 1'11t \ A i CCili;}�a,CSG4s /,►.,1 rojt'�l1 ra,yAs.,ClaJ7.r Z FLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL SCHEMATIC ELECTRICAL INV.EL.15.5' Q ti F /� / .g�«,° .,-•-..°.a .,"..•..w,�,.Ey�>a---- O DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES T / ° ' • `O' Q' WOOD RET.WALL U REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED S P I B I O '' �'� �,�S (� \\ /` 0 TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD FOR HYDRO-ACTION AN440 � ) {�1i 0 f � 1 r l'�11 � O _ , STONE PATIO O l l INV.EL.14.5' 1 N e'_ / C? Q. Q �� - Q rJ�•: W IREING MUST BE A MIN.OF 60C COPPER WIRES _ SEPTI'IC PRODUCTS INC `� 2 5^ E °, " Q O Q� �,:`;': 0, ' TEST HOLE ELEVATION 16' DUG TO I T BELOW GRADE GROUND WATER ENCOUNTERED AT 13'7"BELOW GRADE `�� J - :` ''° Q�OQ� ` / SF� p a L TAKE ti ,y? F9 FINISHED GRADE o - - - - - - - - - - - - - - - - - - - - - - - - - - SET - F 2 �c ��/.. / Ck DISTRIBUTION BOX o h droaction Electrical SANITARY PROFILE GROUND WATER3'7" O, -�" LOCATION OFTESIMOLE 900� ., ,/ 3 3" = 1'-0" o FROM w 118" LOCATION OF ° ' a ?A�'s ,• / OWTS TO DISPERSIAL w ° ;' GRAVEL INSIDE METAL 67 NEIGHBORING PRIVATE a p WELLS s' o"- •w r - TRENCH ,•' 45 1 S2S6 20 AMP BREAKER �, EDGE / METAL FENCING SLEF FILTER MATERIAL '" ~ / „FR.OUT / 4 THICK UNDERDRAIN °d, - CHICKEN O 48 1 , - -/� - SHOWER COOP CLOSING AT TER AL = ``-PROVIDE S >_ ALL ELECTRIC TO BE PLACED / _ \ G� \J GATE PEED �� EXISTING ELECTRICAL ° I \J POLYLOCK DISTRIBUTION BOX MARLEVELER ON KET Z IN SCH.80 PVC CONDUIT / a ' , / N O PANEL �� - I Architect of Record: EXTERIOR RATED JUNCTION BOX BELOW <, ELEC. t< p / "H" IMPROVED LAND ON PRIVATE - - Q � • • � GRADE IN A SPRINKLER BOX , ,7q•-�� METER L9TpO '�j• "B"p WATER TIGHT POLY/PLASTIC COVER INSTALL e. / 7 3/H" = 1'-0" I S AA C R A E WELL WATER.WELL LOCATION / C. p PER MANUFACTURERS DIRECTIONS NOTED // STONE RETAINING WIRE FENCE WALL AND STEPS' Z ALL ELECTRIC TO BE PLACED IN SCH.80 N PVC CONDUIT / STONE � �zo 71575 Main Bayview Road F I ° CONCRETE Southold, NY 11971 r- REMOTE PLC CONTROL PANEL / F SHED / Z 4 W/HP80 COMPRESSOR (< _ I F_ 0211 WATER TIGHT POLY/PLASTIC HOUSEING / O / COLLAR n END PLUG W o 8 INSTALL PER MANUFACTURERS DIRECTIONS // d Ed G: I �s•° / rg. ° CI ; 2 .; Contact; Isaac Clay Coffey RISER AND fVYS LIC#039767 Z3 36"X36"X6"P.C.SLAB WITH 6X6W _ - ° // G° I G / COVER E 0204 XAW 1.4 WELDED WIRE MESH .�: �/ ° �iL°; 7S• / FIBER JOINT - - ° a° °' / r8' PACKING T. 347 276-6093 E. clay@isaac-rae.com J51 1/�' a o o ° 64 $ Remote,PLC Control Panel Detail MARK "F" J// , - '4• /�/ y ° PVC PIPE 03034 - 1/2 = 1 -0 I SDR 35 70 / CI SEWER PIPE, TYP SEPTIC SYSTEM LEGEND CI 3a BEND Proect: REMOTE PLC CONTROL PAWEL I / JKEY DESCRIPTION / 6' '' TO SEPTIC ! Y W/HP80 COMPRESSOR / a - - I FROM TANK 3 C A- - _PROPOSED HYDRO ACTION AN5501/A_OWTS- - - - - - - - - - - - - - - - 9 ;;A LINE WATER I // =V DWELLING - 8555 MAIN BAYV I E W J _ LINE TO HOUSE LLO B - POLYLOK 20"DISTRIBUTION BOX BETWEEN TREATMENT UNIT AND LEACHING WIRE FENCEAROUND / } _ - - - POOLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - // a GARDEN , s,� 5555 MAIN BAYVIEW ROAD W C -SEWER LINE FROM PRIMARY RESIDENCE TO TREATMENT UNIT(4"SDR35 PIPE)8" Cl 60"PVC WYE wSOUTHOLD NY 11971 � - - - MIN COVERAGE- - - - - - - - - - - - - - - - - - - - - - - - - - // •, � `°� ,/ � [X D 8'X 12 PC LEACHING POOL / °°- I Oz / 9 CI TO PVC HOUSE a w - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - = o / I / QO ADAPTOR Project No.: s E 8'X 12'PC LEACHING 50%EXPANSION_LEACHING POOL _ _ _ _ _ _ _ _ _ _ _FLO II R-02 / a I /� CLEAN OUT DETAIL MARK "J" w F -HYDRO-ACTION CONTROL PANEL AND AIR COMPRESSOR a , - Q W G -PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT CF / • 1/2" = 1'-0" Seal/Signature: w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / o, I O W B H -EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND ABANDONED OR REMOVED Z / d _ - - - IN-ACCORDANCE WITH SCDHS STANDARDS - - - - - - - - - - - - - - - - SCTM 10 0 0 78 0 9 48 H I TREATMENT UNIT VENTLINE BACK TO HOUSE TO BE EXTENDED THROUGH ROOF ` a I / LINE PER NYS 2015 IBC CODE. O 0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w J -CLEANOUT FOR SEPTIC TANK INLET LINE EXTEND TO GRADE PER DETAIL / C /► e , Ejn b / A N 7, A K -PROVIDE SECONDARY SAFTEY COVERS UNDERA ALL PLASTIC SANITARY COVERS, \ o F / TREATMENT UNIT AND DISTRIBUTION BOX POLY LOK"3009-KYDC(Dual Safety Cover)" P/P BARNDRVMF Q'°- i /MpR *��� ct.�Y /,�► '� e 63 - F O j I °s / ON PU VFO x/j � o SITE COMPONENTS LEDGEND TOTAL LOT AREA AREA-103,726 S.F. o lN,g7,F��/C <qN0 p KEY DESCRIPTION ?e 'U w 1 PROPOSED STORM WATER DRY WELL FOR ROOF DRAINAGE s \ / ;L1 G r / O 2 EXISTING DRYWELL FOR POOL DRAINAGE p �� \ / a C � f 039 `# Q 8 3 EXISTING PROPANE TANK TO BE RELOCATED N64°0 h� �� ! / 7C �j 2 // 9 1 _wt v1 2 0 i ?� C r' y' •4 Op � 4 EXISTING WATER LINE 0�00 �� / .d , 1'! o N 5 PROPOSED NON WATER PROOF RETAINING WALL sY !� \ / `� O C L^ w 4� 6 TEST HOLE =' f 0 6 PROPOSED HVAC EQUIPMENT T1 Q 7 EXISTING POOL EQUIPMENT ���/// / d ° TEST HOLE ELEVATION 16.0' +/- _0 :o BILL OF MATERIALS Bq �'_ �..., r; n � � 1' °� r-o' DARK BROWN LOAM (OL) ITEM P/N DESCRIPTION QTY: SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE a i a .; d � •� ` Date: Scale: NOTED TABLE 3 PG 50-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES /�' / _ 4'-0' BROWN SILT(ML) 1173 3T ;C An 550 HA-Ec50-11-Rv.75 �AN550,245 NITROGEN REDUCTION COMPLETE 1 - v ' G TANK,PRE PUMP 1000 1 N .d 'CA 0 T C Drawing Title: A 180052 REQUIRED FOR 5 BEDROOM MINIMUM CAPACITY 550 GALLONS PER DAY V 1 CO� °z PALE BROWN FINE O 0 2 -; '.e t KIT,SNG2 TANK CONNECTING STANDARD O SAND (SP) -r1 \ o x I �^ (PROPOSED SEPTIC SITE PLAN co B 130002 PROVIDED FOR 5 BEDROOM PROPOSED CAPACITY 550 GALLONS PER DAY d Q m CO C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 co D AN550-P AN550 W/PLATFORM COMPLETE 1 LEACHING CALCULATIONS �D REBAR FOUND N E i OPS,EC50-30-L-80-PLC 1 13'-T�---- C1 Q-r EC50-11-Rv.75 TABLE 5-MINIMUM LEACHING SYSTEM DESIGN FOR A 5 BEDROOM RESIDENCE .r ' rn N DEPTH TO GROUND WATER OVER 13' ALL ELEVATIONS ARE BASED ON ° `= e 2S8¢>, Drawing No.: AN550 245 NITROGEN REDUCTION:SYSTEM COMPLETE DRAWN BY:A.DAVIS NAVD 1 CO TO WATER IN PALE BROWN Q REQUIRED FOR 5 BEDROOM TWO(2)POOLS;8'DEEP,8'DIA.400FTISIDEWALLAREA WITH ( 988) USC&GS DATUM Vj ANF 1T-0" FINE SAND SP APPROVED BY: SIGNATURE DATE: REV. IPART# T50N°OE2 PAONSOONB CEP 8'DIA.400FT2 ID C�OR/q�F TEST HOLE BY MCDONALD GEOSCIENCE DATED hpdrKctioif 05/31/17 0 HA-180053 PROVIDED FOR 5 BEDROOM ( ) S EWALL AREA WV C\I yd om heam„,� WITH ONE(1)POOL 8'DEEP V DIA.FOR 50%EXPANSION POOL F 03/23/2022 °' ROPOSED SITE PLAN SUFFOLK Ground Water located 13'-7"below grade HEALTH DEPARTMENT APPROVAL STAMP 4 Drafting 1 n COUNTY n Test Hole 3mOl 1'-0" 1" = 30'-0" 1" = 10'-0" SURVEY OF PROPERTY N AT BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY; N. Y. 1000-78-09-48 SCALE: 1'=50' �°T MARCH 28, 2012 COR.E DUNE 18,M 2013 (CERTIFICATIONS) ��.6 1 OQ►v' L0r 10 OCTOBER 2, 2020 CMF M0'_ —N. `S82'19,10"E / WIRE FENCE ALONG DEER TOP OF WALL JANUARY 25, •2021 (U711-177ES) O.5'N FENCE } FEN.COR. MARCH 21, 2022 , FE.COR 268.71 0.6'N 1.3'N C Mq$ RY RET `NG yy WIRE FEryCE }� I r ! I 1 WALL COfF� 1�FEN.CC(. �� MO CMF je'N �3'N �"OXN COR.EL .�O q6' 33.2' r � � 1 � 2v Q i e v 6'. wdp0 N� T 1 FIREPMASO C q/ POOL Q. G EN ! I FIREPLACE/ / � � BED � \ v /G. PROPANE T4NK OWN 1 �/ C� t � �C !/GAS LINE I CONC. ,� I 1 �f ► �� i �'I_+ COUNTER < k, I CONC. W \ e T �'Pc�� �� �� CMF =� Q O ; (COVEF3 tr \.\ o.s 0 cn ' ti AZ- \\ STONE ` CONC. STONE PATIOS �` '00 +1 GRAVEL)OSIDE METAL EDGE ` 1 \ A9�0� T�ATIIOci � O� PL 84.. HEAT PUMP �Fp Y 9 U.wl; STAKE AC �0ry,2 u'6 s'F�q'\ �.�`' +� SET ) �90� `� ��9���'�y\ \` � OF 2• At10• JMETALLEDGd �j OUT. CHICKEN SHOWER O .7 B ti�•`t �6 SHOWER 1 COOP J 15.0 CHIM. ELEC~ '�\ j0 A. �` METER \�` bF �% STONE-RRI iA1NING WIRE B/W WALL AND�TEPS �� FEN. 13.8' ``/W.15.6' \� G� F��SHED O a B/W.12.8 /W.14�� \ �' �� ��6 r8• /max e �2 LP LOCATIONS Z WIRE FEN.-\ w 'B' AROUND V` L N 28' 5.35' I GARDEN �'�off, LP2 25' 42' $ I os/ 2 w r� VZ A�P� cy •04,/ 2 �ry FR�M S � 3F o 0 � ow T/W.= TOP OF WALL EL. �,Yvr or B/W.- BOTTOM WALL EL. d� ? KEY 00 00,or 0 = REBAR 011� / REBAR FOUND ® = WELL / A = STAKE f`�O = TEST HOLE ? �v • = PIPE CERTIFIED TO. ■ = MONUMENT THOMAS K. HUDGENS CHRISTY L. CARTER = WETLAND FLAG FIDELITY NATIONAL TITLE INSURANCE COMPANY = UTILITY POLE WELLS FARGO BANK. N.A. ue = EXISTING UNDERGROUND ELECTRIC OH = EXISTING OVERHEAD WIRE = EXISTING UNDERGROUND GAS LINE LOT NO.s REFER TO "MAP OF HIGHWOOD AT BAYVIEW' FILE # 5547 AREA= 103,726 Sq.Ft. Or ANY ALTERA77ON OR ADDInON TO THIS SURVEY IS A VIOLATION OF 2 38 Acres N.Y.S LTC. NO. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT PECONIC SURVEYORS, P.C. AS PER SEC710N 7209-SUBDIVISION 2. ALL CERTIFICA71ONS HEREON (631) 765-5020 FAX (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF'SAID MAP ELEVATIONS AND CONTOUR LINES P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE ARE REFERENCED TO NA VD. 1230 7RA VELER STREET SIGNATURE APPEARS HEREON. SOU MOLD, N.Y. 11971 112-141 vs m -c! 1Ap OF HIGH > c) WOOD AT SAIly, r EW FILED MAP NO. LEDII/30zj970 x ul) Lar 9 Lu ul c LLJ LL Lu FEN. S82xig,I 0,,E� LOTLOT10 M MON FND. x 3 LLI w- a 9 ". M 0.7'N,'0.2'E WIRE FENCE C) LLI V) '._ .)j U� < FEN (y) 1.4'N ul z mi — FEN. 2y (V k : ��:' I,: MON.F LL 38'N FEN. 268-71 cc: MASONRY 1-0'N FEN. R ETAIN)N LL 4.W, 0. V! Lu WALL 'N 2.5 E CE MON.FND. ul W Zj7 vi 0.5'N,0.2 < Z < 0 < LL- CIL C) f, LLJ U w LL. Z C'd 7: 0 BURIED AZ Z LLJ L.P.TANK 0 z < C-4 u -t (2)8'OxSl Dp > < L-* yy LEACH.POOLS A 42' 0 0 U. 6j, -I'llwN �7/B 41. 0 6"HIGH 32' T 0 OD WALL CL CL E74 >":/ BURIED 0- A 2-9' L.P.TANK 91 0 < DID -5- A3 -m Y RCACT'O"'�T- 00 /A O� LL. A 5 VT 5.5' POOL Lj- 02 = Qulp:-7 Qj ct, CL ;) z AN. 0 D (D C.P. MONFND. 0 = ASONRY Q .7 7.0 PATIO yOt 0UB HOTT FIREPLACE 0: 0 A.C. U N I MASONRY 7.7' 0 )o 12"-18"HIGH. 0< �j tick cer 1010VR 4 0 ��,A, '0"I MASONRY WALLS' 0 , PLAT. C,' 78 sir S "I Wool) tip. 3.9X5.0 3.8x3.8 EARTH AND PLATFORMS OUTDOOR CHICKEN GRAVEL 18.45 SHOWER COOP DRIVEWAY 10.2x 12.2 61 WI 8.2x10.1 Q WOOD DECK FRAME FENCE SHED AT GRADE ROX12.2 WOOD DECKAT GRADE HIGH WELL GENERATOR STONEWALL ELECTRIC- METER AV 7.7x 14..0 GREEN UTILITY HOUSE POLE GREEN HOUSE > 6-V/lRE 1.3'W FENCE 4! (D O• .2 (L U) 0 cq .4u 0 t. NVARE 4:14 FENCE Co Tj 401 It LD 01 Q IPE FNID. 0 IT sypp FRAME Oq BARN UTILITY 00 POLE 4 MlFpce d Ao' UTILITY POLE 0 00 0 _ Vl 0 REB.FND. 04q Of 3: �UTILITY POLE LO LO SURVEY OF PROPERTY 00 DESCRIBED PROPERTY OF Ne LV SITUATE 30SIEEP� E 11 BAYVIEW, TOWN OF SOUTHOLD 0 SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-078.00-09.00-048.000 88. LOT AREA: 103.725.98 S.F. (2.381 ACRES) ELEVATIONS REFER TO NAVD 0 r 0 DATE SURVEYED:JULY 8,2024 1 50 100 09 1 Feet SET STAKES:JULY 19,2024 E REVISED PROPOSED:SEPT. 12,2024 SCALE: I INCH= 50 FEET 0 c FINAL SURVEY:JUNE 6,2025 LEGALNOTES: 1.COPYRIGHT2D2S AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. 2.UNAUTHORIZEDALTERATION OR ADDITION TO THIS SURVEY MAP SEARING A LICENSED LAND SURVFYOR'S SEAL IS AMOLATION OF SECTON7209.SUB,DIVISION Z OF V) NEWYOW STATE EDUCAM NLAW. A -' - - - _'-" 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF TIE SURVEYOR'S ORIGINAL CPINION. )u C7-JL-'AN-D--L5URV,EYI N-G! PLLG 4.CERTIFICATIONS ON TH 5 BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WTH7HE CURRENT EXISTING CODE OF PRACTICE FOR LAN SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE DERTIFICKnON IS LIMITED TO PERSONS FOR WHOM 0 LANDSURVEYING, & PLAANNIN G" THEBOUNDARY SURVEY MAP IS PREPARED.TO THET[T-E COMPANY,TO THE GOVERNMENTAL AGENCY,AMTO THE LEMING INSTITUTION LISTED ON THIS BOUNDARY 5.THE SURVEY MAP. Q '.RD MAORVILLE' 1�1,94- CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. 6. E LOCATON OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AM OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY T,41S S.� 73 ' C14 t53 WADING RIVER MANOR � 7.THEOFF ET5(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSEA!,113 USE AND THEREFORE ARE NoTINTENDED TO GUIDE THE ERECTION OFFENCES.RE-rAINING WALLS.PDOI-S.PATIOS PI-ANITING AREAS.ADDITIDNSTO BUILDINGS.AND ANY OTHER TYPE OF RHONE .631-846-99 � CONSTRUCTION. B.ONLY SURVEYS BEARINGTHE MAKERS EMBOSSED SEA-SHOULD BE RELIED UPON SINCE OT14ERTHAN EMBDSSEDSEAL COPIES MAY CONTAIN UNAL17HORIZEDAND — UNDMCT�L5MODIMCA�D�.DELEnONS.ADDMONS.�OCH�GES. r'- j=—EMAIL. IN 0@ jU cL—ANDSURVEYING!COM 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. 0,ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. L) ISAAC-RAE STUDIO 430 Main Street, 2nd Floor Greenport NY 11944 September 27 2022 RE: Building Permit Submission -8555 Main Bayview Road Southold NY 11971 To the Town of Southold Dept of Building: Please find the building permit application for this project located at 8555 Main Bayview Road. This packet also includes: 1) (4) sets of architectural plans including site plan 2) Suffolk County Health Dept Permit Please feel free to contact us if you have any questions. Thank you, Clay Coffey and Margot Coffey ISAAC-RAE STUDIO clay(@.isaac-rae.com Phone: 347-276-6093 t Generated by RESeheck-Web Software Compliance Certificate r Project 8555 Main Bayview Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8555 Main Bayview Road Isaac Coffey Isaac Coffey Southold, ny 11971 Isaac-Rae Isaac-Rae 430 Main street 430 Main street Greenport, ny 11944 Greenport, ny 11944 13472766093 13472766093 clay@isaac-rae.com clay@isaac-rae.com Compliance: 22.7%Better Than Code Maximum UA: 353 Your UA: 273 Maximum SHGC: 0.40 Your SHGC: 0.16 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. CIah_nn_nrade tr3deoffc are no Innger r cider A in thn I IA, `m—li—. f4, in DFC`ho`I, P—h cl�h_n n_n ro Ylo assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross,Area Cavity Cont.. Perimeter Cathedral Ceiling Over Addition: Cathedral Ceiling 1,415 30.0 10.0 0.025 0.026 35 37 Flat Ceiling Over Entry Connector: Cathedral Ceiling 1,415 30.0 10.0 0.025 0.026 35 37 Wall 1:Wood Frame, 16"o.c. 566 23.0 8.6 0.035 0.060 15 26 Door: Glass Door(over 50%glazing) 65 0.200 0.320 13 21 SHGC: 0.16 Window: Metal Frame w/Thermal Break 65 0.200 0.320 13 21 SHGC: 0.16 Wall 2:Wood Frame, 16"o.c. 566 23.0 8.6 0.035 0.060 20 34 Wall 3:Wood Frame, 16"o.c. 283 23.0 8.6 0.035 0.060 8 14 Window 1: Metal Frame w/Thermal Break 50 0.200 0.320 10 16 SHGC: 0.16 Wall 4:Wood Frame, 16"o.c. 283 23.0 8.6 0.035 0.060 7 13 Window 2: Metal Frame w/Thermal Break 70 0.200 0.320 14 22 SHGC: 0.16 Wall 5 Glass Entry Wall: Other 80 0.200 0.060 16 5 Wall 6 Glass Entry Door: Other 80 0.200 0.060 16 5 Floor: Slab-On-Grade(Unheated) 144 10.0 0.360 0.360 0 0 Insulation depth: 2.0' Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont, Req. Prop. Assembly or Basement Wall: Solid Concrete or Masonry Wall height: 12.0' 1,728 15.0 5.0 0.041 0.059 71 102 Depth below grade: 10.0' Insulation depth: 12.0' 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 r uire its listed in the REScheck Inspection Checklist. Name-Title l / Si-:f-&/7tUFA Date Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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 Gomphes? Comments/Assumptions &.Re .ID. Value. Value 103.1, ,Construction drawings and ❑Complies 103.2 documentation demonstrate "❑Does Not [PRl]1 energy code compliance for the J, building envelope.Thermal ❑Not Observable envelope represented on :,❑Not Applicable construction documents. 103.1, Construction drawings and '❑Complies 103.2, ;documentation demonstrate '❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems ,❑Not Observable ; Systems serving multiple Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302 1 Heating and cooling equipment is, Heating: Heating: ❑Complies 4;03.7_- :sized per ACCA Manual S based Btu/hr Btu/hr -❑Does Not [P122]z on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable v, Manual J or other methods Btu/hr Btu/hr j❑Not A licable approved by the code official. PP Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 3 of10 Sec#ion.. . Plans Verified field Verifi d ed #' Founation Inspection Complies? Comments/Assumptions & Re .ID. Value' Value 402.1.2 :Slab edge insulation R-value. R- R- ;❑Complies !See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ;❑Does Not table for values. ❑ Heated ❑ Heated '❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation _ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ;❑Does Not table for values. ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall : R- R- '❑Complies See the Envelope Assemblies [FO4]1 jnsulation R-value.Where interior, R- R- T❑Does Not ;table for values. insulation is used,verification may need to occur during []Not Observable 'Insulation Inspection. Not ❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. p _ 303.2 'Conditioned basement wall ❑Complies [FO5]1 finsulation installed per ❑Does Not manufacturer's instructions. ,[:]Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [FO6]1 jnsulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2A `:'A protective covering is installed ❑Complies [F011]z to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in.below grade. S❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [F912]7 i controls installed. =;❑Does Not .-!❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 4 of10 Section, . Plans Verified Field Verified' # Framing/Rough In`inspecfon Value Value Complies?, Comments/Assumptions &'Re d13 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not itable for values. 402.3.3, ; :❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products, ❑Complies [FR4]1 'are determined in accordance -]Does Not ,i with the NFRC test procedure or taken from the default table. i❑Not Observable ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ' ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101) S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ;❑Not Applicable limits. - 402.4.5- `.IC-rated recessed lighting fixtures `❑Complies [FR16]2 sealed at housing/interior finish "El Does Not and labeled to indicate:52.0 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 >= 3 inches in diameter and>= R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of '❑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 ;boxes are sealed with -❑Does Not Joints/seams compliant with :International Mechanical Code or , ❑Not Observable International Residential Code,as s❑Not Applicable applicable. 40335 - `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 [171117]2'= +above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>R- 3. .;❑Not Observable ' ❑Not Applicable 403.4.1 Protection of insulation on HVAC `❑Complies [FR24]1 piping. ❑Does Not ' ❑Not Observable "[]Not Applicable 403.53 Hot water pipes are insulated to R- R- ;❑Complies [FR18]z ?R-3. '❑Does Not -� '❑Not Observable ❑Not Applicable 403.6 !Automatic or gravity dampers are. '❑Complies [FR19]2 ' installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) TTTMecrium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 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: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 6 of10 Section Plans Verified Field Verified #. Insulation inspection Complies, Comments/Assumptions Re :ID value Value 303 1 All installed insulation is labeled , , ❑Complies [IN13)2' ;or the installed R-values ❑Does Not provided. ,'❑Not Observable 1❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- :❑Complies ,See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass i❑ Mass ❑Not Observable ,VY; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 7 of10 Section" Plans Verified Field Verified' # Final Inspectlon,0r11 signs Value "Value -Complies? - Comments/Assumptions{ &.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 402.2.E ❑ ❑ Steel ❑Not Observable [FI1]l '❑Not Applicable 303.1.1.1,'Ceiling insulation installed per mplies 303.2 manufacturer's instructions. ;'`:[]Does Not [FI2]1 Blown insulation marked every 300 ft2. .❑Not Observable ❑Not Applicable ' 402.2.3,.. :Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 'Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation>_R-value of the �'❑Does Not :adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ;FlDoes 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 [F[27]1 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 the manufacturer's air handler 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. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 i❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 '❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1:1 Programmable thermostats ❑Complies [Fl9]2 i installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 40.3.1. •` Heat pump thermostat installed []Complies [910]2, on heat pumps. ?❑Does Not >.: ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 ;systems have automatic or ".❑Does Not i accessible manual controls. ❑Not Observable " ❑Not Applicable 1 High Impact(Tier 1) 1 2'J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 8 of10 Section Plans Verified: '' Field Verified' # Final Inspection Provisions - Complies Comments/Assumptions Value . Value 403 6.1 sAll mechanical ventilation system ;❑Complies [FI25]2 ;'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table R403.6.1. ❑Not Applicable 403.2 - > -'Hot water boilers supplying heat ❑Complies [f126]2 through one-or two-pipe heating Does Not :systems have outdoor setback control to lower boiler water Not Observable temperature based on outdoor ❑Not Applica J.Jble temperature. 403.5.1.1. Heated water circulation systems ❑Complies [,F128]2': 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- * '❑Not Applicable syphon 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 is at set-point temperature and no demand for hot water exists 403 5.1.2 Electric heat trace systems ❑Complies {F129]2 comply with IEEE 515.1 or UL ❑Does Not �515. Controls automatically adjust the energy input to the " '- s❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403 5 2 :;., Demand recirculation water ]complies [FI30]2 - ':;systems have controls that °❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable i water entering the cold water '='❑Not Applicable ;piping to<= 1044F. 403 5.4 Drain water heat recovery units ❑Complies (FI31]2 tested in accordance with CSA ?''•,❑Does Not B55.1.Potable water-side pressure loss of drain water heat f ❑Not Observable "':recovery units< 3 psi for '❑Not Applicable ;individual units connected to one r n 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. >?El Does Not ❑Not Observable ❑Not Applicable i 404 1 1 Fuel gas lighting systems have ❑Complies [F12313` no continuous pilot light. ❑Does Not 1❑Not Observable ❑Not Applicable 401 3 Compliance certificate posted. ❑Complies [Fl7]2 Does Not -ON ot Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier.2) 3.1 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 9 of10 Section Plans Verified Feld Verified` # Final nspection Provisions Value Value Complies? Comm enWAsOrnp,tions &•Re .ID .: - : . 308.3 Manufacturer manuals for ❑Complies [FI18]3."1. _...'mechanical and water heating %[]Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8555 Main Bayview Report date: 09/26/22 Data filename: Page 10 of10 2018 IECC Energy A( Efficiency Certificate Above-Grade Wall 31.60 Below-Grade Wall 20.00 Floor 10.00 Ceiling/ Roof 40.00 Ductwork (unconditioned spaces): Glass D. . Window 0.20 0.16 Door 0.20 0.16 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments , LW x q - NOTES DRAWING ISSUE NO, DATE ISSUED FOR 3,/15/202 SH Town DOB Fil ..,.. . . - MAIN BAYV - 4,/01/202 SH Town DOB Fili FEMA NOTE ,� 855 4�/15/202 Engineering Dept GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 5�/26/202 Engineering Dept THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA.NO CHANGES ARE BEING MADE TO THE FLOOD ELEVATIONS. � � ' \\\� SOUTHOLD, NY 11 971 6 SCTM#. 1 000 78- t3 09 48 7 - NT F COMPLIANCE \ 1.ALL WORK SHALL CONFORM TO THE REQUI REMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND WILL COMPLY ENERGY CODE STATEME O \ \\ PPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. JUDGMENT THE PROPOSED B \ .. .: .:, :, COUNTY WITH 2O20 NY,S SU TO THE BEST OF MY KNOWLEDGE,BELIEVE AND PROFESSIONAL JU BUILDING IS IN COMPLIANCE EXAMINED THE PROJECT SITE BEFORE SUBMITTING HIS PROPOSAL �" ___ ELD TO HAVE VISITED AND EXAM `. '' ,• ;` " 1O >" " SUFFOLK 2.CONTRACTOR SHALL BE H DE.RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THISSUBMISSION � \ SO AS TO FUL.LY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS WORK.THE NATURE AND SCOPE THEREOF AND WITH NYS 2020 ENERGY C0 G;,..J. ..c,,.t% : rt:'\..: t,',.,`.; ", EXTRA . „� . , . :.: TAX MAP NUMBER 11 THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY ' OR FOR DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED ` 100.000 0078 009.048 AND/OR MATERIALS REQUIRED MEASUREMENTS FOR HIS WORK AT THE SITE. 12 A TOR SHALL TAKE ALL NECESSARY "` HE CONTR C ?a: .e.' :` VILLAGE GE INSPECTIONS.BEEN MADE.T �' ry . .. :;. �. Southold VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE ARCHITECT. " =•. `' --_ T R SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE PROJECT SITE WITH I " DRAWING REVISIONS 3.THE CONTFflAC O _',, ; - BLOCK yy ck-Web Software . --- 1 - E Generated b RESche `�< s: ;�, � _ THE OWNER LAND ARCHITECT.TH Y MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE ,.�: ` PURPOSE OF THIS �v s = _ s a ' . .° a � r '� � °'��: �� LUl- DATE REVISION . t.. :t.. r 1,. a. WITH THE APfPROVED PLANS. If ICEJ. THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE C e e °_ BEFORE4. COMMENCING WORK, Compliance ., d " .:a� � '� '. BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK CITY ' .. ``° "> DEPARTMENIr OF BU 2 ; , ii ,:: M' NUMBER OF FLOORS _ .pTl:<. - :x?' w 2 AGENCIES. b' Y --- M THE APPROVED CONSTRUCTION DOCUMENTS.THE CONTRACTOR IS 5.THE CONTRACTOR SHALL NOT DEVIATE FROM $ " 4,)id: '.. u. �. . . . ., p._, : ::,'::,. ;¢:., LOT AREA 4 ": m 2.38 ACRES OR 103,726 SOFT ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED THAT THE WORK HAS ALTERED " PRIIOR WRITTEN APPROVAL FROM THE ARCHITECT. M _ 5 Wit WITHOUT :� P, t W ,. .. ) I ..�.. . '; .',.' .. W; * '.,; ALLOWABLE BUILDING COVERAGE 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY CONSTRUCTION AS Project 8555 Main Ba view al,;, , ...:.e'.,. .:,1$,# k, .. Lr ERAGE ° 6 HALL BE 1 y >':,.... .< , ;� '; :. OR 20% SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS,SERVICE LINES AND CONDUITS S + :. a ,'; 20 745 NECESSARY TO SAF 7 SAFETY AND TO PREVENT CONTACT WITH PUBLIC. GUARDED,SHHIELD ED OR BARRICADED TO PROVIDE a:. EXISTING ROOFED BUILDING 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND PROPERTY AND Energy Code. 20I8 IECCNA >.v \' a . . ..:: .t`s° =.., ... "':..:: 3 COVERAGE mad^ .h l3--> .v R1y 'aLV "�\ \ \\. 1 026 OR 1/ g Southold, New York ��. ., ',- =t. INJURY Location: Sou ROM INJU •AME F �_�'' ` < PROTECT THEE S "' �'` ::; � w� PROPOSES BUILDING COVERAGE 9 T ,- ,:3 �,; ,i *y :.�. s ;.. , : ¢ ;^,, : ,e.I ', :SF°-<w ,•;. ::.,x..; $ , . ERAGE 8.CONTRACTFOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND ADJACENT TO SITE. Construction Type: Single-family _ _ 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED AS A RESULT OF 4 2,126 OR 2.1% CONSTRUCTIION FOR THIS WORK. Project Type: Addition 10 10.CONTRAC:TOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT ALL TIMES AND FOR Climate Zane: 4 (5572 HDD) ZONING THE REMOVAkL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL COMPLETION. Permit Date: AC 11 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF ZONING MAP 2 THE WORK SIHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. Permit Number: SOUTHOLD 12.THE CONTTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. LANDMARK DESIGNATION 13.THE CONTTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE Construction Site: Owner/Agent: Designer/Contractor: HIS APPLICATION IS APPROVED ONLY FOR WORK PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR B555 Main Bayview Road Isaac Coffey Isaac Coffey NONE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL STRUCTWRAL OR REMOVAL TASKS.THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR Southold,ny 11971 Isaac-Rae Isaac-Rae HISTORIC DISTRICT OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, INJURIES CALUSED BY OR DURING THE EXECUTION OF THE WORK. 430 Main street 430 Main street f�(' I NO TO BE CONSIDIERED AS EITHER BEING APPROVED OR IN 14.THE CONTERACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER Greenport,ny 11944 Greenport,ny 11944 AP Y � � AS ®I y BUILDING HEIGHT CCARnAN(`F WITH APPI Ir`ARI F MnFg TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). ' � �`„� 27 FT I �a..:.,....�i�asp>�'��.. 15.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR 13 y@isaa093 13 clay@isaac-rae.com WHIIO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. clay@isaac-rae.com clay@isaac-rae.com DATE: � B.P.!# '�`<'�;��;';'_";� 'p'i;y°� r",�,'(�`���,^�" CONSTRUCTION CLASSIFICATION 16.THE ,W I O SHALL R SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK VB CONBUSTIBLE INDICATED O)N THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. FEE: BY:_._ OCCUPANCY USE GROUP 17.ALL PIPINdG AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AN D SHALL BE PROPERLY CAPPED OR I OTIfwG DEPARTMENT AT RESIDENTIAL R 3 Consultants: ': N <,:. r:;':.:..; ,1j5-1302 TO I P`'4 OR THE OCCUPANCY USE GROUP SUrVe Or: PLUGGED. _ 3 AM F ACCESSORY OC - _ 18.THE COWTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE OF ACCEPTANCE BY Compliance: 22.7%Better Than Code Maximum UA: 353 Your UA: 273 Maximum SHGC: 0,40 Your SHGC: 0.16 THE OWNER AGAINST ALL DEFECTS IN The%Betteror Worse Than Code1ndex reflects how close to compliance the house is based on code trade-off rules. !7LLOIA'iNG I Iv`r C I IUNS: ee ICr doo. David Fox MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR TO THE It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. FOUNDATION d - 1'10 REQUIRED ����•w 7 SPRINKERS SYSTEM � NONE Fox Land Surv/eying OWNER. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade FOR POURED COi CIRETE. and duct-%Voee. SCOPE OF WORK PROPOSED IN THIS FILING: _ 19.THE CON TRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF SKILL,QUALITY AND assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, 64 Sunset Avenue COMPLETENIESS. ROUGH - FRAivIl" Y "bfi?ING 20.THE CONITRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS G & PLII testing t'CgYlII'E: • Westhampton Beach, NY 11978 20.THE ONITROFFFS AS TOR,UPON INSULATION 1100SFT ADDITION TO SINGLE FAMILY RESIDENCE ' A I^T Structural En sneer 21.NO WORW<SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M.MONDAY THROUGH FRIDAYS. : 11 VI - CON„T h,:_.�I IO,J MUST 1100SFT FINISHED BASMENT g----- EXCEPT AS(OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS,SUNDAYS AND HOLIDAYS,AND NO WORK Envelope Assemblies THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 ' COMPLETE :,R - IwOM/ BATHROOM �C 4P. ET - C o ONE NE��^' 4F Alex Spyrou -777"77A I_ CONSTRUCT;`N 7HALL MEET THE NEW 5 BI.DROOM I/A SEPTIC SYSTEM AES Engineeriing 22.THE CONITRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE k R`OUIREIISEN 1 S OF THE CODES OF NEti°J , 630 Fifth Avenue, Suite 2000 ALTERATION(AGREEMENT Manuals NEW H A HR . r, g►'fd�: �' u` C T OUGHO T _ WORK STATE. NOT RESPONSIBLE FOR ustpro 23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24.PROPOSEED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM LING:?. Cathedral Ceiling Over Addition:Cathedral Ceiling1,415 30.0 10.0 0.025 0.026 35 37 New York, New York DESIGN OR CONSTRUCTION ERRORS. �y�Cnd � c S per Flat Ceiling Over Entry Connector:Cathedral Ceiling 1,415 30.0 10.0 0.025 0.026 35 37 NYS Wall 1:Wood Frame, 16"D.E. 566 23.0 8.6 0.035 0.060 15 26 Energy ®�C Door:Glass Door(over 50%glazing) 65 0.200 0.320 13 21 COMPLY`�tIITH ALL GODES Qlz BUILDING SQUARE FOOTAGE DATA: SHGWindow:Metal Frame w/Thermal Break 65 0.200 0.320 13 21 NEW YORK STATE & TOWN CODER' GROSS FLOOR AREA SHGC:0.16 AS REQUIRED AND CONDITIONS '- " Wall 2:Wood Frame, 16"o.c. 566 23.0 8.6 0.035 0.060 20 34 0 INCLUDE T,=�=rRY STORY OF THE BUILDING, TO THE EXTERIOR Wall 3:Wood Frame, 16"o.c. 283 23.0 8.6 0.035 0.060 8 14 a ;rI�+;1��� • FACE OF :I E FRAME Window 1: Metal Frame w/Thermal Break ��I EXtC1'Ig�'�t�►111 so 0.200 0.320 10 16 ^rnITEt^,In-�:F'^IE' �,I�,i„G �`iID ;"I'SL'Y��Dd,tCplacedQ"' AREAS: SHGC:0.16 ..�--------- - Wall 4:Wood Frame, 16"o.c. 283 23.0 8.6 0.035 0.060 7 13 " i "RUS`=S rlCpair�d r>�%Ilconforri FINISHED ' ,.,4,ENT:1 o00 SF l <a Window 2: Metal Frame w/Thermal BreakChapter MAIN GRC :)SQ LEVI'8 �;ROSS = 1,980 SF Architect of Record: 70 0.200 0.320 14 z2 � s-�-~-- �� 3� ' TOTAL G I✓�JS1. = �_,980 S F SHGC:0.16 1. t Wall 5 Glass Entry Wall:Other 80 0.200 0.060 16 5 l"}i'�7e Town Cod-- SAAC - RA E Wall 6 Glass Entry Door:Other 80 0.200 0.060 16 5 _ SHEET# 430 Main Street Floor: Lion depth:2, (Unheated) OCCUPANCY OR SHEET NAME number nd floor Insulation depth:2.0' 144 10.0 0.360 0.360 0 0 _____ USE IS UNLAWFUL Greenport NY 11944 SITE PROTECTION PLAN: Project Title: 8555 Main Bayview Report date: 09126l22 � T-0o1 TITLE SHEET Data filename: Page 1 of10 • • n1 1 ontact; Isaac Clay Coffey R.A. WITHOUT CERTIFICATE tdditivn4 T-002 GENERAL NOTES 1 YS LIC#039767 1.EGRESS.AkT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE EGRESS.AS REQUIRED EBY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY OF OCCUPANCY certtfxcr tx°� T-003 PLUMBING AND GAS RISER DIAGRAM 347-276-6093 E. clay@isaac-rae.com SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED DWELLINGS,AS uircd• 1 y@isaac-rae.com WELL AS AEODITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL BE STRICTLY OBSERVED. May i,.ReQ T-OO4 GENERAL STRUCTURAL NOTES 3.HEALTH RIEQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF DUST,DISP(BAL OF 1 CONSTRUC-TION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY FACILITIES,AND LIMITATION OF NOISETO A-103.01 PROPOSED SEPTIC SITE PLAN P oject: ACCEPTABLE LEVELS SHALL BE INCLUDED. A-101-.oO PROPOSED PLANS 2 3.1.THERE(SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW RELATINCTO LEAD _ 2 555 MAIN BAYV I E W AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING R FTF,IP'd STORM WATER RUNOFF A-105.00 Proposed Plans 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING MAINTENANCE CODE,UNDERTAKEN TO MEET SUCH COMPLIANCE. FLI(i LIi�NT TO CHAPTER 236 A-500.00 GENERAL DETAILS 2 OU MAIN BNY 1197IEW ROAD AND,WHERIE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED. SYMBOL LEGEND OF ThE TOWN CODE. 5.STRUCTUIRAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR CONTRACTED A-501. 00 WINDOW DETAILS UTHOLD NY 11971 WORKERS 2 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORV MAY BE A'SO2.00 STAIR DETAILS oj-0 NO.: UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT FEDERAL HOLIDAYS 1 _ SECTION NUMBER /^1 DOOR NUMBER 2 7.MAINTAIN'JING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR OTHER UTILITY s1 sHEEr NUMBER 0 J (sEEDO0R5CHEDULE} A-503.00 OFFICE DETAILS R-02 SERVICES PARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED THEREIN,THE SITE ANC CONS1RUCT10N PLUMBER CERTIFICATION A-�04.00 PRIMARY BATHROOM DETAILS 2 al/Signature: PROTECTIO)N PLAN SHALL SPECIFY THE MEANS AND METHODS TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH ON LEAD CONTENT BEFORE 2 WORK IN ACCCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION 0 ANY SUCH I WINDOW NUMBER CERTIFICATE OF OCCUPANCY A- 000. 00 ELEVATIONS 3 SERVICE IS;ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION ONUCH - DETAIL INDICATOR 1 (SEE WINDOW DISRUPTIOtN AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION,INCLUDING THE PROVISION - A-302.00 ELEVATIONS OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DISRUPTION. I SOLDER USED IN WATER 3 SUPPLY SYSTEM CANNOT 5-100.00 STRUCTURAL FRAMING PLANS 1 DETAIL NUMBER I - COLUMN NUMBER S-101.00 STRUCTURAL FRAMING PLANS 4 sl SHEET NUMBER EXCEED 2110 OF 1/o LEAD. 4 �5-300.00 STRUCTURAL DETAILS 4 [S-301.00 STRUCTURAL DETAILS 4 I- DETAIL CLOUD MARKER - REVISION CLOUD MARKER iS-302.00 STRUCTURAL DETAILS 4 S-303.00 STRUCTURAL DETAILS �t'E0AP +o.o ----___- - :FLU --- 4 .SFr C,y ,{I�' _ LEVEL INDICATION OBJECTS ABOVE � tr PL1J'.'!aIf3S�';;;:i I E-002.00 Proposed Reflected Ceiling Plans 5 �C�`� �G Y AC'1 +0.0 Note:[0'-0")=+ &WATER LI,11:S N��r'�.vMPk�fir' !! - LINE INDICATING '� `7JWdG EFF.ORE gPYERIO' +� F OBJECTS BELOW pD..•�� C a' 1 - WALL TYPE A - CABINET MARKER - � 397f+�Paw' �/ nJ OF t4 v� •4 Date: Scale: I ABREVIATIONS ASN .NOTED • AFF ABOVE FINISHED FLOOR CL. CLOSET EL ELEVATION B.O. BYOTHERS/OWNER LAM, LAMINATE N.I C, NOT IN CONTRACT R.A. RETURN AIR TEL TELEPHONE Drawing Title: A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GU15S L.1V, LOW VOLTAGE NO. NUMBER REV. REVISE/REVt 6 T.B.D. TO BE DETERMINED TITLE SHEET ACOUS. ACOUSTICAL CONIC, CONCRETE EQ. EQUAL GRL• GRILLE MIAT MATERIAL Q.C. ON CENTER RA.- ROUGH OPENING TYP, TYPICAL N ADJ. ADJACENT CONST. CONSTRUCTION fQPT. EQUIPMENT CFI, GROUND FAULT INTER. WAX MAXIMUM OPNG OPENING 5CHED. SCHEDULE U.O,N. UNLESS r - A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MEEC MECHANICAL OPP,/0PH OPPOSITE/OPPOSITE HAND SECT, SECTION OTHERWISE (Y) AL ALUMINUM DTI. DETAIL EXT, EXTERIOR HNDRL, HANDRAIL MITI. METAL PTD. PAINTED BHT, SHEET NOTED C\IpIM. DIMENSION MAIN. MINIMUM PARTN. PARTITION 'V.I.F. 'VERIFY IN FIELD Drawing No.: o APPROX. APPROXIMATE FIN FINISH HDWD. HARDWOOD BIM. SIMILAR rn ARCH. ARCHITECTURAL DR. DOOR FIN.FL FINISH FLOOR HVAC HEATING,VENT,&A/C MIS(, MISCELLANEOUS PL ' PLASTER SC SOLID CORE VTNCT T BLKG BLOCKING DBL. DOUBLE FPRF. FIREPROOF H.M. HOLLOW METAL MtLOG MOLDING PLYWb.,PLY PLYWOOD .SQ-FTC, 'SQUARE-FOOT \i1NYL- CLG. CEILING pN. DOWN S.C. SELF-CLOSING HORIZ. HORIZONTAL M1TC: MOUNTED �POS. `POINT OF SERVICE S.STL STAINLESS STEEL OMPOSITIONTII.E C.H. CEILING HEIGHT DWG. DRAWING FL, FLOOR IN, 'INCHES MUUL. MULLION QTY, QUANTITY STD, STANDARD- M� WITH CL. CENTER LONE EA. EACH FLUOR, FLUORESCENT INSUL. INSULATION NOOK NOMINAL REC, 'RECESSED STL, :STEEL W10 ;WITHOUT CT. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FT. FOOT/FEET B. JUNCTION BOX NX, NOT APPLICABLE REQ'D REQUIRED STOR. STORAGE WD' WOOD 0 0 L-L i i i I I I I I I I I I NOTES ---GENERAL NOTES 'TAILING SCHEDULE CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL DRAWING ISSUE 1). The information within this set of construction documents is related to basic design F11A RIDGE-TO-RAFTER ASSEMBLY: JOINT CITY.NAIL NAIL SPACING NOTES BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING NO. DATE ISSUED FOR intent and framinig details. They are intended as a construction aid , not a substitute -1A x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. BUILDING HEIGHT (SEE ELEVATIONS) 1 3/15/202 SH Town DOB Filing for generally accepted good building practice and compliance with current New York hen a collar tie is used in leu of a ridge strap, the number of 10d common nails required RAFTER TO 8'WALL:3-I-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION 2 4/01/202 SH Town DOB Filing State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:44-8d COMMON RAFTER TOE-NAIL (SEE PLANS) 4 5/26/202 Engineering Dept. construction details and procedures to ensure a professionally finished, structurally 2 RAFTER-TO-WALL ASSEMBLY: THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE 4 5/26/202 Engineering Dept. sound and a weatherproof completed product. ). CEILING JOIST 8'WALL:3-�-8d COMMON EACH TOE-NAIL DESIGN CRITERIA SUPPLEMENT: p p p Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4t-8d COMMON JOIST 6 2). The General (Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PEFRTABLE 3.7' EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 7 meets current federal, state, county and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WF(CM-SBC LAP NAIL 8 These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PEFR TABLE 3.7 EACH FACE (LIVE LOADS PSF) (DEAD LOADS PSF) 9 should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WF(CM-SBC LAP NAIL BALCONIES 50 DECKS 10 10 3). Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PEFRTABLE 3.4 EACH FACE 11 (DO NOT SCALE DRAWINGS). Wall studs abov e and studs below a floor level shall be attached with uplift connections in TO RAFTER WF(CM-SBC END NAIL ATTICS w/o,STORAGE 20 10 12 accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS DRAWING REVISIONS 4). The architectt has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in To RAFTER 2-8dtCOMMON ROOF GROUND SNOW LOAD` 20_ END NAIL 15 responsibility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS OTHER THAN SLEEPING N0. DATE REVISION 2 construction means, methods, techniques, sequences, or procedures, or for safety To RAFTER END NAIL ROOMS (SLEEPING) 30 16dd COMMON 40 10 1 - precautions and programs in connection with the work. There are no warranties for a 4). WALL ASSEMBLY TO FOUNDATION: 2 specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift STAIRS 10 s spec p p WALL FRAMING: 100 1O connectors. Steel straps shall have a minimum embedment of 7 inches in concrete BAIL NAIL GAURDRAILS ANY DIRECTION 200 4 5). Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION Qom_- SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 5 the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 6). The General) Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 6 2--16d COMMON 7 or exceeds mamufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE FOOT SEE NOTE:1 ROOF - anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE DETAIL PAGE & ENERAL NOTE PAGE 8 7). The General Contractor is to consult with the owner for all built-in items 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS 4- 16d COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE 9 EA.SIDE NAIL 10 such as bookcases, shelving, pantry, closets, trims, etc. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE „ „ 2--16d COMMON 24" FACE 1 attached with 8d common nails at 6 o.c. at the panel edges and 12 o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION Sym.: 8). 130 MPH Wiind load requirements shall be taken into account during construction. 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO SEE FLOOR PLANS 12 edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS THIS APPOLICATION IS APPROVED ONLY FOR WORK TRUSS DESIGN NIA - STANDARD STICK FRAME CONSTRUCTION INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FOUNDATION NOTES: in table 3.15a-b. 1). The Generall Contractor and Mason to review plans, elevations, details and notes to TOP OR BOTTOM 2--16d COMMON PER 2x4 STUD END OTHER M7ATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 6 TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE To sruD 3--16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK TO BE CONSIDERED AS EITHER BEING APPROVED OR IN determine intended heights of finished floor(s) above typical grade. ) Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 2). All footings t(o rest on undisturbed (virgin) soil. length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2--16d COMMON END JOIST OR BLOCKING I FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST 3). Provide 1/2"' expansion joint material between concrete slabs and abutting 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UN ER AYMEN concrete or masonry walls occuring in exterior or unheated interior areas. LOAD (MPH) CATEGORY DEPTH HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING- TEMP. REQUIRED Consultants: 4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 20 CBS NAIL NAIL MODERAT SLIGHT TO Surveyor: be installed with#5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. QTY. SPACING . 130 B SEVERE 3 FT. 11 5' TO HEAVY MODERAT YES NONE David Fox 5). Unless otherwise noted, all slabs on grade to be 4,000 p.s.i.. Concrete to be 8)'CONNECTIONS AROUND EXTERIOR WALL OPENINGS: JolsTTo: PER TOE Fox Land Surveying 4-8d COMMON poured on 4 inah thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs SILL,TOP PLATE ONGIRDER _ JOIST NAIL 64 Sunset Avenue p g 9 Header and/or girder connections shall be attached with uplift connections in accordance NOTE: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with table 3.5. Window sill plates shall be have steel connectors in accordance with table BRIDGING 2-8d COMMON EACH TOE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY Westhampton Beach, NY 11978 6" maximum liftts (layers). TO JOISTEND NAIL 6). Crawls aces to be provided with a minimum 18"x24" access opening. Install one 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE Structural (Engineer: Alex S r ) p p TO JOIST 2-8d COMMON END NAIL py OU 8x16 cast iron f(oundation vent for every 150 sq. ft. of area. Where a ridge is to be used as a structural beam, the rafters shall either be notched and _ _ AES Engineering anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride BLOCKING TO: EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: p P g L-16d MON 630 Fifth Avenue, Suite 2000 7). Dam roof exterior of foundation with bituminous coating as required by currentNAIL SPACING NAIL SPACING AT INTERMEDIA Epp along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION r New York, New York N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over attached with the above requirements. AT PANEL EDGES SU.'PC TS IN THE PANEL FIE DNOTES LEDGER STRIP fJION EACH FACE 4' PERIMETER EDGE ZONE 8d COMMON Qa 6"O.G. Sci CJtti!MC^1 :,"O.C. the below grade portion of exterior walls prior to backfilling. INSULATION TO BEAM JOIST NAIL 8). Drainage as required by current N.Y.S. Residential Construction Code. _ JOIST ON LEDGER SEEBOTHFEL 3-SdCOiAMGN PER TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEENOTES:1(BOTH FIELDS) 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM JOIST NAIL NOTE:2 FOR PANEL FIELD 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4"O.G. 8d COMMON c� 4"O.C. FRAMING NOTES 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3-lsdCOMMON JOIST NAIL SEENores:,,s �'. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO: PER TOE NAIL NOTES 5 FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER SILL OR TOP PLATE 2-16dC�WMON Fool SEE NOTE:1 6 FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCH7i'ULE NOTES ONLY. . 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: JOINT DESCRIPTION NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including ,fet on each side of the roof peak, RECOMENED INSULATION AS FOLLOWS OTY. SPACING- the 4 foot perimeter edge zone attachments required shall be used. Architect of Refcord: MS PER TABLE a.8 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/tlllss framing mer�bers with G>0.49. �/I�/qC - RA E • STRUCTURAL PANEL 10d WFCM-SCC ) p g g VAULTED CEILINGS : 4 SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 - For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 per inch. WITH ROCKWOOL R23 5-1/2" for total of R49 430 Main Street WALLS: 3 SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. CEILINGS"EATHING: 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2nd floor INTERNAMONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF STATE 201 • „ UNIFORM(CODE SUPPLEMENT. 2. STRUCTUIRAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER,UNLESS WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL BAIL QTY. sRcING framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Green port NY 11944 OTHERWIISE NOTED ON THE PLANS a FLOORS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. 3. FLOORS„WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C.UNLESS NOTED 4. UNLESS(OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2X10#2+BTR.DOUG. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 GYPSUM 7" 0.;.EDGE Contact; IS>aac Clay Coffey R.A. FIR.BEARRING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH 5d COOLE IRS 10"O.0. SIDE OF MILL OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON SLABS 3„ EXPANED POLYSTYRENE INSULATION FOR R12 WALLBOARD _____ FIELD NYS LIC#C039767 EACH SIDE OF OPENINGS.BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL WALL SHEATHING REQUIREMENTS FOR WIND LOADS: PLATES FOR 2X4 WALL OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 WALL SHEATHING: T. 347-276i-6093 E. clay@Isaac-rae.com AND 8'9ES FPR 2X4 FIRE AND OPENINGS ET WHERE APPLICABLE. PLUMBING NOTES - SHEATHING LOCATIO NAIL SPACING NAIL SPACING AT INTERMEDIA E 5. ALL FLUSBH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED HANGERS AND 1• All water supply, draina a and venting to be installed as per N.Y.S. Residential NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Project: ANCHORES WHERE APPLICABLE TO ALL CONNECTING JOISTS. g g p JOINT DESCRIPTION QTY. SPACING 6. DOUBLE(UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOIST AND UNDER Construction Code, and shall meet Suffolk County Health Department requirements 4' EDGE ZONE 8d COMMON 6"O.G. 8d COMMON @ 12"O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 8555 MAIN BAYV I E W BATHTUB3S.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD as stated on septic permit STRUCTURAL 8d COMMON AS PEP,TABLE 3.9 @ NOTE: 2 FOR PANEL FIELD CAPACITY UNLESS NOTED ON PLANS. p p 7. 7).PROVIIIDE 2-1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 2. Verify septic system with the Engineer for Suffolk County Health Department PANELS WfGM-SBC AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). INTERIOR ZONE 8d COMMON @ 6"0. 8d COMMON @ 12" O.C. SEE NOTE: 3 8555 MAIN) BAYVIEW ROAD 8. PROVIDE:BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C..USE SOLID BLOCKING IN FLOOR approval. LY OSB 6'0.C.EDGE 6d COMMON NOTES SOUTHOLD NY 11971 JOISTS UINDER ALL BEARING WALLS. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related PLYWOOD 6"O.C.FIELD 9. PROVIDE:INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS work,provide adequate bracing and rates to protect and secure the structure. Verify GYPSUM 7"O.C. EDGE Project NO.: NEEDED., p q g p p y 5d COOLIE RS 10. UNLESS(OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2"THICK,4-PLY FIR with the state code and manufacture's recommendation for maximum hole size and WALLBOARD 10'0.0.FIELD re For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment CDX EXTFERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. requirements Shall be Used. I R-O2 11. UNLESS(OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR spacing permitted 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Seal/Signature;: ADHEREED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE FLOOR SHEATHING: NAIL NAIL members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. HVAC SYSTEM NOTES JOINT DESCRIPTION 12. ALL BATHROOM WALLS TO HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK. QTY. SPACING reduced to 6 inches o.c. 13. ALL 1 HRI FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET ROCK AND TO MEET 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for ANSI/UL 2263 AND DESIGN NO.U349 requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 5"O.C.EDGE 14. ALL ROORFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD,HENRY BLUE SKIN q 8d COMMON common nails. 1"OR LESS 2"O.C.FIELD 4 PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. OR APPR3ovED EQUAL. INSULATED Blower Door Test to be performed as required . 15. ALL FLATr ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS ) 16. ALL SILL I PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL 2). HVAC subcontractor is to fully coordinate all system data and requirements with the NOTES: �'ED/aJgC 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ����U G Y PLATES ETrO EDBE INSTALLED WITH FOAM SILL GASKETS AND COP R-TEX TERMITE SHIELD OR manufacturer. THESE NOTES ARE ONLY TO BE R'FERRED TO IF MENTIONED IN APPROVEED EQUAL. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. C� Contractor and owner for final review and approval. FIREBLOCKING NOTES * r 1).Nailing requirements are based on wall sheathing riled 6"on-center at the panel edge.If wall sheathing is ELECTRICAL NOTES: nailed 3"on-center at the panel edge to obtain higher rear capacities,nailing requirements for structural - members shall be doubled,or alternate connectors,s h as shear plates,shall be used to maintain load path. AS required by Current IBC 2020 & 2020 NYS Residential Code- FIREBLOCKING REQUIRED 3t) O ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES. CON. CODE Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective �'�"fl���,��t ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).When wall sheathing is continuous ovelr connectemembers,the tabulated number of nails shall be permitted fire barrier between stories, and between a top story and the roof space. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT A to be reduced tot -16d nail perfoot Fireblocking shall be provided in wood-frame construction in the following locations REQUIRED BY IBC 2015 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass NOTED fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale: 3. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cove ceilings. AS NOTED 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall Drawing Title: O comply with current N.Y.S. Residential Code. GENERAL NOTES N 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of cM\l combustion. 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. Drawing No.: N O N d7 T T � 002 I i NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 1 3/15/202 SH Town DOB Filing 2 1 4/01/202 SH Town DOB Filing 3 4/15/202 Engineering Dept. 4 5/26/202 Engineering Dept. 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 8 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED)ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MAITTERS SHOWN ARE NOT TO BE RELIED UPON,OR Plumbing Fixture Schedule TO BE CONISIDERED AS EITHER BEING APPROVED OR IN Description Family Finish Installation instructions Count Flow Rate Type Vola A82 Neumatic Flush button A82 WHITE POWDER COATED 36"OFF F.F CONTRACTOR TO COORDIANTE WITH ARCHITECT 2 Neumatic Flush Button Consultants: Wall-mount bathroom sink faucet trim with 9inch, 90-degree anglespout Faucet-Wall_Mount-ILavatory-KOHLER-Purist-K- Kohler-Metal-SN-Vibrant_ 4"ELEVATION OFF TOP OF VANITY 3 1 GPM Wall Mounted Lay. Faucet Surveyor: and lever handles, requires valve T14414 Polished—Nickel Shower-Drain-KOHLER-ClearFlo-K-9136 Koh David Fox Square design the-in shower drain 1 TILE IN SHOWER DRAIN Fox Land Scurveying _Brushed Moderne—Bras 4"ELEVATION OFF TOP OF VANITY _ 64 Sunset avenue s Westhampteon Beach, NY 11978 Contemporary round bottle trap, 1-1/4in x 1-1/4in Trap-Round Bottle-Kohler-Contemporary-9033 VIBRANT POLISHED NICKEL 3 Metal-2BZ-Oil_Rubbed_6ron Structural E:ngineer• Water_Closet-TOT0-Aquia-CT418FG Ze Alex Spyine. row Wall-Hung Dual-Flush, Low Consumption Toilet WHITE PROVIDE TOILET SEATS n G 01 Cotton AES Engineering DUO FIT IN WALL CARRIER FOR WALL HUNG TOLIET TOTO DUOFIT PROVIDE SHUT OFF VALVES WITH TRIMLESS ACCESS PANEL FOR ALL TOILETS 630 Fifth Awenue, Suite 2000 POP UP VANITY DRAIN WATERMARK VIBRANT POLISHED NICKEL 3 New York, �Vew York N NOTES r�'1 PRIMARY BATHROOM PROiPOSED LAIC SWNRVPOOM PROPOSED POWDER ROOM PLUMB E ------ ------------- o I- _________________ ----Uz'-HW--=-= - - _____- - NOTE:AS PER THE PLUMBING CODE,ALL SHOW ERHEADS,PRIVATE LAVATORY 1"HW �`-- -----L--------•-•.----� I Architect of Reccord: FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICATIONS ------------------�---- REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH 'll CW —_.��----- --------3/4"HW&CW•--- - NEW I S AA C R A E LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH CODE. ----,1/2 HW&CW.---•r---1 - W WASHER NEW NEW NEW ( WC NEW I LAV 430 Main Sitreet ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER INSPECTION PROVIDE SHUT OFF *-•1/2"--- '� WC LLAAV-T LAV NEW �I NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK VALVES AND AN I I CW I I SHOWER I � 2nd floor OUTLINED IN THE PLANS. ACCESS PANEL AT I I —1`—J J 1 1/2 RISER BRANCH LINE Greenport I`JY 11944 MAXIMUM FLOW RATE OR QUANTITIY Contact; Isaac Clay Coffey R.A. LAVATORY,PRIVATE-1.5 GPM AT 60 PSI GROUND FLOOR HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI NYS LIC#039767 SINK FAUCET-2.2 GPM AT 60 PSI WATER CLOSET 2 G GALLONS PER FLUSHING CYCLE OR WATER CLOSETENT DUAL I NEW HOT AND COLD WATER RISEREQUIVA 347-276-6093 E. clay@isaac-rae.com Project: HOT AND COLD WATER RISER DIAGRAM 8555 MAIN BAYV I EW 2 1/2" = 1'-0" 8555 MAIN BAYVIEW ROAD SOUTHOLD NY 11971 Project No.: R-02 ROOF I v PRIMARY BATHROOM LAUNDI ROOM PROPOSED POWDER ROOM Seal/Signature: — — — — -- ----- — — — — -- — I — — — — — I 2" 2"VENT 1 1/2"VENT 1 112 VENT 2"VENT 2"VENT 2"VENT 1 112"VENT I A 'R WASHER I I �ri� l C we I LAV I LAV I I WC �`5� LAV I I I I I I I I 1 1/2"DRAIN 1 1 SHOWER 2O RAN I e` er .i GROUND FLOOR 3" 2' 2 2 3,, 2 (j1� sj yam' � 3976.E �0`� 14" �r�FNc I I I I I Date: Scale: BASEMENT AS NOTED Drawing Title: )k,*_-_-. PROPOSED CLEAN OUT PLUMBING AND GAS RISER DIAGRAM I PROPOSED SANITARY WASTE LINE TO SUFFOLK COUNTY APPROVED SEPTIC SYSTEM. SANITARY RISER DIAGRAM Drawing No.: T - 003 SANITARY RISER DIAGRAM NOTES G E N IE RAL NOTES 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE J. CONSTRUCTION SAFETY F. STRUCTURAL STEEL 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY [DURING CONSTRUCTION. 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING �&GUYING OF FRAMING AGAINST WIND, 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. DRAWING ISSUE CONSTRUCTION LOADS &OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM, A500 GR B (Fy = 46 KSI) NO. DATE ISSUED FOR A. D LIVE LOADS FRAMING. 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 1 05/03/2022 SUFFOLK COUNTY REVIEW STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: K. COORDINATION CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 1. BUILDING CATEGORY: II STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 4 1. UILDING CA FACTOR: WIND (LW) - 1.0 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATEELY NOTIFY THE ENGINEER OF ANY 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL EACH 5 SNOW LW - 1.0 CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE; RESPONSIBLE FOR THE SAME. BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD,WHICHEVER IS TURNED FOR 6 TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE"SNUG TIGHT" ONLY UNLESS SEISMIC (LE) = 1.0 M. MISCELLANEOUS OTHERWISE NOTED. 3. GROUND SNOW LOAD: 20 PSF 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS 4. ROOF LIVE LOAD: 20 PSF PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 5. WIND LOAD: 130 MPH BASIC WIND SPEED 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE WIND EXPOSURE: B 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTTRACTOR FROM EXECUTING ALL THE 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,, THE RESIDENTIAL CODE OF STATE OF WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING DIRECTIONALITY FACTOR, KD: 0.85 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. CODE" AWS DIA OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS GUST EFFECT FACTOR, G: 0.85 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR REQUIRED ON THIS PROJECT. INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18 OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 SPECIAL WIND REGION: YES 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 6. SEISMIIC: SEISMIC DESIGN CATEGORY: B ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH SDs = 0.148 GENERAL NOTES: LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. a SDI = 0.085 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AMD MAKE SAFE ALL FLOORS, ROOFS, 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS N WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13 B. FOUNJDATIONS z 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS 2. FOOT1NG EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALLJ_ INFORMATION PERTAINING TO ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. PRIORI TO PLACING CONCRETE. EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT TLHE SITE. ALL DISCREPANCIES BETWEEN 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. n 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT W TO REACH FIRM, UNDISTURBED SOIL. FOR EVALUATION PRIOR TO START OF FABRICATION. G. STRUCTURAL LUMBER GTHIS 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, AIPPLICN THE A APPROVED ONLY FOR WORK 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, OR. BETTER, INDICAITED ON THE APPLICATION SPECIFICATION SHEET. ALL 3 ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE A\RCHITECT IMMEDIATELY. UNLESS OTHER;MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: TO BE(CONSIDERED AS EITHER BEING APPROVED OR IN STRUCTURAL DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION ACCORtDANCE WITH APPLICABLE CODES. W 5. ALL HILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. a. Fb = 850 PSI WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIF=ICALLY SHOWN ON THE STRUCTURAL b. Fc (PERPENDICULAR) = 625 PSI o EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. c. Fv = 95 PSI CONTfENT AS MEASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. d. E = 1,600,000 PSI 6. FOOT TING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. GENERAL CONDITIONS: 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE, OR BETTER, WITH Consultants;: a 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. o ENGINEERING REPORT. 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. 0 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR(ITEMS WHICH MAY PERTAIN TO THEIR 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT 3 SOIL ((ONE VERTICAL TO TWO HORIZONTAL) TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW.AL; LAG BOLTS z FZ 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS A'S WELL WAS ALL CONDITIONS TO BE MET BY DRIVING WITH A HAMMER. PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER Z FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. CONSTITUTE AN EXCUSE FOR ERRORS OR OM1SSlONS NOR JUSTIFY A REQUESST FOR EXTRA COMPENSATION. THAN THE BOLTS. 0 0 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC',. FROM DAMAGE DUE TO BACKFILLING. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MV-ASUREMENTS ON JOB AND SHALL BE 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. W 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM RESPONSIBLE FOR SAME. 7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALi�,T, OF THE THICKNESS o THE (EXCAVATIONS FOR UTILITIES, ETC. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF A'1 GOVERNING AUTHORITIES. SHOWN ON THE DRAWINGS. 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES P%SS OVER 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND MECHANICAL 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. THE TOP OF THE FOOTINGS. DRAWINGS. 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 13. DEWIATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. 6. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED ASS PER MECHANICAL AND ARCHITECTURAL INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS,CONNECTION BOLTS, NUTS, WASHERS, z 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHIITECCURAI_ DRAWINGS. LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR UJ STRUJCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT B.L 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME tvs BEEN INSTALLED AND IS THAT ACCESSORY, ASTM A213, A153 OR OTHER. a COMPROMISED. STRUCTURALLY SOUND. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HIILT CORPORATION OR APPROVED EQUAL THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQU," "'LENT PRODUCTS. Architect of Record. o C. CONICRETE AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDINgG TORQUE, EMBEDMENT, LENGTH, ETC. 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING N INIMUM PROPERTIES: I SAAC - RA E 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESWONSIBLE FOR THE PROPER a. Fb = 2,600 PSI P a. FLOOR SLABS, WALLS 4,000 PSI PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES ME- HODS, SAFETY AND SECURITY ON THE b. Fv = 285 PSI 11575 Main Bayview Road b. ALLL OTHER CONCRETE WORK 3,000 PSI JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD c. Fc (PERPENDICULAR) = 750 PSI Southold, NY 11971 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORZS FROM ANY AND ALL CLAIMS, LOSSES, d. E = 1,900,000 PS Z 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. Contact; Isaac Clay Coffey W SHALIL BE CLASS 2. 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE; NOTES SHALL BE AT THE SOLE NYS LIC4#039767 a 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON DISCRETION OF THE CONTRACTOR. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE T. 347-276-6093 E. clay@isaac-rae.com z DRAVJVINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. CONSTRUED AS PERMITTING ANY OTHER DEVIATION. 5. CON(CRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS a SPECIFIED IN CHAPTER 12 OF ACI 301. H. ABBREVIATIONS C3 6. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. __ r__--____--_ r� �i -_ -___-__--__ r-_-- Project: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL,THOSE USED ON i , 7. PLACE 1/2�, EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICALU. THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS; USED: ili ili �' III III 8555► MAIN BAYV I EW o SURFACES UNLESS OTHERWISE NOTED. I I I I I I I I EXT. - EXTERIOR SPECS - SPECIFICATIONS I- -_ - - - - - -- - - - _-I _ __ __ __ I___ c - - - - - - - - - - -- -----_ - - _ 8555MA,INBAYVIEW ROAD o D. REINIFORCING STEEL A.F.F. - ABOVE FINISHED FLOOR F.D. - FLOOR DRAIN S.S. - STAINLESS STEEL I I jlj jlj - jl� ] SOUTHOLD NY 11971 ALUM. - ALUMINUM 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. FT. - FEET STL. - STEEL III III III Ill 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. &-AND I I _ _I I _ _ _-_ _ I I I I Project No.: W @ - AT GA. - GAUGE T&G -TONGUE AND GROOVE chi___ _ _ _ _____ ___'� _ ___ _ ____ Ili -� 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING GALV. - GALVANIZED TYP. -TYPICAL IR-02 z BLDG. - BUILDING III III III III Seal/�natwre: W MANIUAL", PUBLICATION BLDG. GWB - GYPSUM WALL BOARD U.O.N. - UPILESS OTHERWISE NOTED W 4. REINIFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO CMU - CONCRETE MASONRY UNIT H. - HIGH VERT. -VEFFICAL PLACING CONCRETE. CONC. - CONCRETE HORZ. - HORIZONTAL V.I.F. -VERFY IN FIELD III Ill ili it W 5 DE BARS AT CORNERS AND BARS N FOOTINGS INTERSECTIONS OF THE SAME NUMBER AND SIZE AS A L- EACH BLE INSULNSIDE INSULATIONER W.C.WWA1ER CLOSET III-- - ----- - - --- -- ---- LONGITUDINAL Ill -ITH _ _�_�-$= III =__ ___ _ _ _ _ __=CI= = PERIMETER BLOCKING ELEC. - ELECTRICAL c l l I I I INT. - INTERIOR FWD. -WOOD I I E. GROIUT E.P.S. - EXPANDED POLYSTYRENE L- LENGTH, LONG )W.H. -WATER HEATER Ili__ _ __ ___ ___ _ _ _I I I III �g'EC1 AhC - - - -- - - --- - - - N 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. LAV. - LAVATORY W/O -WIT-IOUT Ili INTERMEDIATE NAILING Cp 2. NONI-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C )W.W.F. -WELDED WIRE FABRIC I I Ipi Ili I I SEE SCHEDULE W 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. _C_ _0_ _ -- - --- - - - - ---IHI_- - � * F III __T�I - - ---- - - - --- -Ili SHEATHING SCHEDULE SHEATHING SCHEDULE _ II ,� 97 z _ ___ _ - _ N I I I I SHEATHING SEE SCHEDULE LOCATION NOTES NAILS BLOCKING NAIL SPACING LOCATION NOTES BLOCKING !ILL PLATE ANCHORS I I W W III STAGGER LAPS AS SHOWN a PERIMETER INTERMEDIATE . ZIP5/8 ROOF IOD YES 4"O.C. 12"O.C. 2X6 DOULAS FIR#2 @16" O.C. AND (2) III III STRUCTURAL 1 1/2" AMHORBOLTS @ 36" O.C. AND I I__ _ _ _ _ _ I I I I ____ _ __ _ _ I I__ Date: Scale: 2X6@ EA. OPENING AND END OF WALL cl__ _ _ _ _ _____ _ __ __0 = =cr =�= I)__� _ ____ __ _ ____ _ _ _ PERIMETER NAILING AS NOTED WITH IJ 12" OF BOTH SIDES OF ALL END ADVANTECH TYP. 5/8 STURCTURAL 1 SHEATHING ON III I I III SEE SCHEDULE DrawingTitle: FLOORING 23/32 lOD YES a°O.C. 12°O.C. PLATES I I I I EXTERIOR W/ 8D NAILES @2" O.C. @ III I I I I III GENERAL STRUCTURAL NOTES r YES sIMPSCN HD5A EACH END q, STRUCTURAL 1 SWl PANEL EDGES AND @12" O.C. @ FIELD @ c I-- - -- - --- - - - -- -�_�_�-_�_�_$_ __- _ _ -- - -- - - - -- - -- -- - - - - --- -- -- - -- N ZIP 5/8 INTERMEDIATES. 1/2" GWB SHEATING ON j I I I ' YES 4"O.C. 12"O.C. / WAILLS STRUCTURAL ] 8D INTERIOR W/8D NAILS #4" O.C. AT PANEL -J ------------lu---i -JIt--------- o EDGES AND @12" O.C. @ FIELD Drawing No.:: N INTERMEDIATES °' SHEATHING ATTACHEMENT DETAIL 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. CONSTRUCTION LOADS &OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. NOTES . GENERAL INOTES . K. COORDINATION 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DRAWING ISSUE CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. N0. DIATE ISSUED FOR 1 05/0:3/2022 SUFFOLK COUNTY REVIEW M. MISCELLANEOUS 2 07/2!5/2022 SUFFOLK COUNTY REVIEW 2 3 0 122;3/2022 SUFFOLK COUNTY REVIEW 3 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE 4 F. STRUCTURAL STEEL 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE 5 A. DESIGN LIVE LOADS WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,THE RESIDENTIAL CODE OF STATE OF 6 STRUCTURAL MEMIBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION.LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. ABLE STRESS DESIGN AND PLASTIC DESIGN ,OF THE AMERICAN INSTITUTE OF STEEL ALLOW " 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. 1. BUILDING CATEGORY: 11 CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF 2. IMPORTANCE FACTOR: WIND (LW) )= 110 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. GENERAL NOTES: SNOW 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSIrALL EACH 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS, SEISMIC (LE) = 1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 3. GROUND SNOW LOAD: 20 PSF TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS; 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND 4. ROOF LIVE LOAD: 20 PSF OTHERWISE NOTED. ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO 5.WIND LOAD: 140 MPH BASIC WIND SPEED 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS OWN THIS EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN WIND EXPOSURE: B PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT W VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS FOR EVALUATION PRIOR TO START OF FABRICATION. DIRECTIONALITY FACTOR, KD: 0.85 WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, a GUST EFFECT FACTOR, G: 0.85 CODE" AWS Dl.l OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. �' INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18 REQUIRED ON THIS PROJECT. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION Z SPECIAL WIND REGION: YES 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. � 6. SEISMIC: SEISMIC DESIGN CATEGORY: B INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITIH EACH 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL W SDs = 0.148 ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITfH DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. Z SDI = 0.085 LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. THIS APPLICATION IS APPROVED ONLY FOR WORK k 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2..0 MILS GENERAL CONDITIONS: INDICATED ON T'HE APPLICATION SPECIFICATION SHEET. ALL 3 B. FOUNDATIONS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PARNT 2, 13 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR . ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED VWTH TO BE CONSIDIAS EITHER BEING APPROVED OR IN a OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SEFRIOUS 1 ACCORDANCE V4VITH APPLICABLE CODES. X 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR W 2. FOOTING EXCAVVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE ]NOTED. TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR PRIOR TO PLACIING CONCRETE. REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET Consultants: 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL G. STRUCTURAL LUMBER - TO REACH FIRNA, UNDISTURBED SOIL. BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT a 4. SEE ARCHITECTI'URAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE W STRUCTURAL DRAWINGS. a. Fb = 850 PSI RESPONSIBLE FOR SAME. 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, b. Fc (PERPENDICULAR) = 625 PSI 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. 3 WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT C. Fv = 95 PSI 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND MECHANICAL EXCEEDING 8 IM4CHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE d. E = 1,600,000 PSI DRAWINGS. CONTENT AS N4EASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE,OR BETTER,WI'ITH 6. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL N 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN A4 NUTSS AND WOOD. 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURALFRAME HAS BEEN INSTALLED AND 1S o ENGINEERING IREPORT. 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAME;1R NOT STRUCTURALLY SOUND. 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL;LA(G BOLTS 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY KT CORPORATION OR APPROVED EQUAL S SOIL (ONE VERTICAL TO TWO HORIZONTAL) AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMS_TAN"ES AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. W 9. DO NOT BACKlF1LL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF BY DRIVING WITH A HAMMER. 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER o ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH I LARGER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY AND SECURITY ON THE Z PRIOR TO BACIKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL THAN THE BOLTS. JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD W FORCE OF THE: BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, a 10. CONTRACTOM MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE I.,,F i rJ BACKFILLING. 7 PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, Of THE THICKNESS SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. Architect of Record: 0 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM SHOWN ON THE DRAWINGS. 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE z THE EXCAVATIONS FOR UTILITIES, ETC. 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FROM ANY REQUIRE�AEr'T SHALL NOT BE AAC - RA E a 12. WHERE PIPES IPASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 9, ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS THE TOP OF'THE FOOTINGS. CONSTRUED AS PERMITTING ANY OTHER DEVIATION. INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS,WUAShERS, 11575 Main Batyview Road 13. DEWATERING, PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. Southold, NY 111971 Z ENSURE THAT THE 14. THE CONTRAtCTOR SHALL EMPLOY ALL MEANS NECESSARY TO LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE H��fM STANDARD FOR STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE THAT ACCESSORY, ASTM A213, A153 OR OTHER. Z 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTSPRODUCIED BY Contact; Isaac(67 Coffey a COMPROMISED. � NYS LIC#0397167 W THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERZTIES: T. 347-276-609)3 E. clay@Isaac-rae.com z C. CONCRETE a. Fb = 2,600 PSI 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: b. Fv = 285 PSI a. FLOOR SLAMS, WALLS 4,000 PSI c. Fc (PERPENDICULAR) = 750 PSI 6 b. ALL OTHER CONCRETE WORK 3,000 PSI d. E = 1,900,000 PS Project: 2. ALL CONCRETIE WORK SHALL CONFORM TO ACI 318 AND ACI 301. H. ABBREVIATIONS MACH. - MACHINE SPECS•SPECIFICATIONS 8555MAIN BAYV I EW 0 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS MAX. - MAXIMUM S.S. - SrAINLESS STEEL 8555 MAIN BA',YVIEW ROAD o SHALL BE CLASS 2. THE FOLLOWING LIST OF ABBREVIA I TO REPRESEN T EUUSSE[D pN SOUTHOLD N'Y 11971 4. PROVIDE CONISTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON THESE DRAWINGS, BUT TO SUPPLEM Tr oMMQN ABBREVIAT GUE A�NO GROOVE W DRAWINGS, A',T OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. - f� HOUR P. SAL Project No.: IR-02 a A.F.F - ABOVE FINISHED FLOOR 5. CONCRETE SHIALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS MTL. - METAL U.O.N. -UNLESS OTHERWISE NOTED. Z SPECIFIED IN CHAPTER 12 OF ACI 301. ALUM. - ALUMINUM NEO. - NEOPRENE VERT. -VERTICALL Seal/Signature: W 6. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. N.I.C. - NOT IN CONTRACT V.I.F. -VERIFY IN4 FIELD 7. PLACE 1/2" EXFPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL &- AND O.C. - ON CENTER W/ WITH SURFACES UNILESS OTHERWISE NOTED. @ - AT O.D. - OUTSIDE DIAMETER W.0 -WATER CILOSET o BLDG. - BUILDING N CMU - CONCRETE MASONRY UNIT OPP. - OPPOSITE WD. -WOOD D. REINFORCING STEEL PLAS. LAM. - PLASTIC LAMINATE W.H. -WATER Hi EATER N W CONC. - CONCRETEIr PLYWD. - PLYWOOD W/0 -WITHOUIT � D 0, � 0 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. DBL. - DOUBLE P.S.F. - POUNDS PER SQUARE FOOT W.W.F. -WELDEED WIRE FABRIC EA. - EACH 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. P.S.I. - POUNDS PER SQUARE INCH o ELEC. - ELECTRICAL W 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH ACI DETAILING P.T. - PRESSURE TREATED E.P.S. - EXPANDED POLYSTYRENE o MANUAL", PUIBLICATION SP-66. EXT. - EXTERIOR REINF. - REINFORCING Z 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO R.O. - ROUGH OPENING N PLACING COl`JCRETE. F.D. - FLOOR DRAIN . 3976� z FT. - FEET RUN. - RUNNER 0 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS SHT. - SHEETS _ GA. - GAUGE o LONGITUDINAL BARS IN FOOTINGS GALV. - GALVANIZED SHTNG. - SHEATHING a GWB - GYPSUM WALL BOARD SIM. - SIMILAR S-N-L- SNAP-N-LOCK H. - HIGH Date: Scale: HORZ. - HORIZONTAL S.M.S. - SHEET METAL SCREW AS NOTED I.D. - INSIDE DIAMETER Drawing Title: GENERAL STIRUCTURAL NOTES 00 0 Drawing No.: N N O N AF- C\I i / LOCATION OF NEIGHBORING PRIVATE WELLS NOTES NOTE ALL MOTORS MODEL NO 307-R2 GENERAL NOTES MU.T HAVE INTERNAL 1 MATERIALS METHODS CONSTRUCTION SHALL ,CONFORM TOT REQUIRED STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND PUMP COMPRES THE K COUNTY DEPARTMENT OFHEALTH ER POWER CIRCUIT OVERLOAD PROTECTION PACE / 2. ELEVATIONS SHOWN ARE BASED ON USGS DATUM(NAVD 1988) C' II CET C_R1 6 LOUFS --_` 1 M 1�r't� «� 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF A L UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS \ S 6'o r \ \ DRAWING ISSUE L1 ELK E E �Pl t` L; SPRAY ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS ONCEPTUALAND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 6 I - PUMP ; 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN 18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM / 0�'E g4 I>> N w� wNr N ---- MOTOR MOTOR ;PUMP RATINGS DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. / I o q`3 �$' F N0. DATE ISSUED FOR 8 3/4HP @ 115V 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECE SARY PERMITS BEFORE COMMENCING WORK N6 �00 05/03/z022 SUFFOLK COUNTY REVIEW 15 0 F L A 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN AC ORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND / 2 05/03/2022 SUFFOLK COUNTY REVIEW 2 ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE.DEBRIS SHALL NOT BE BURIED ON_, CB2 =R� 6 LOOF° M2 SITE. R 150'"0' ELK ELK ELK 'RECIRC 'PUMP RATINGS = I IMPROVE LAND ON PRIVATE ELL / 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 �P1 ----------; � 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REIN RCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW I PUMP ; 3/4HP @ 115V THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVE CONDITIONS SHOWN ON THE PLANS. I WATER.W LL LOCATION NOTE o / 4 > w"r w"T N -------- MOTOR i 15 0 F L A 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PS 128 DAY STRENGTH CONCRETE. 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. I ory / 5 c=.R3 6 u�oF= I ,- 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASUR S TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT / o M(0• / 6 TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC.THE METHODS A D MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF ELK MP -' ;t, t�; MIXER PUMP RATINGS EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK UIDELINES FOR EROSION AND SEDIMENT CONTROL". PUMP ; 3/4HP @ 115V 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED T 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS IMPRgOVED LAND ON WELL WATER w N --------- MOTOR,,' 150 F L A DETERMINED BY STANDARD PROCTOR TEST. WELLL LOCATION NOTED f ---' 12. C O / CB4 -'"- 13. WELLS WITHING 150' OF THE PROPERTY ARE NOTED AND VERIFIED BY E ARCHITECT Fr p SFr C1 __________ COMP RATINGS 14. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR T BACKFILL AND DURING SYSTEM STARTUP. h / COMP / IM ROVED LAND ON PRIVATE WEL 1/4HP @ 115V 15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY \ Q / W TER.WELL LOCATION NOTED wHT N ----------- MOTOR ; 54 F L A 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREA MENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH.The / DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED Y SCOH. 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE "m W 1 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T SCOH.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF \ B1 cn THE OWTS. / LOT 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING A D CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE.PIPE \ LR 1-01 SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUI WILL DRAIN TOWARD TREATMENT UNIT. EL„ RE[ M1 WT 20. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CO NECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. FE. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPA IES IN THE INVERT ELEVATIONS 1 A'N v LR 1-102 \ /MpR JEu, FINK/w"r M1 w T \ / LOT 10 ' w k o DEER FE / WWIRE ALL FENCE ALONG TOP OF / p�e�/O(�O44ND O W LR 1-104 S 82 19,10"E E / ATFR lV v EL" FED I PLC INPUT _ _1� 268.7 MASONARYRETWine ZEL AIR SWIITCH FINK / /�, i -\-�, NG WALL FE \ \ / HWA, FEE, RUN EL" 5 ti_ .o- 6 w r- o MUTE DF.. • EFN / 1 • m ` N82D 19, 'A' / Z Lo 1"^ 1 p"YV w --__ in ' LL) -135.27_ _ _ _ THIS APPLICATION IS APPROVED ONLY FOR WORK / / -_ 75'OFFSET r\ \ / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL EU' !TEST ALARM / FROM IA SYSTEM _ Oi _ AND LEACHING INSTALL PLASTIC RISER RINGS AS / POOLS ;_- ,` / U ' FED 6LK kED w"' NEEDED.MAX RISER HEIGHT 24" 4"PVC WASTE LINE --____ � PROVIDE SECONDARY SAFTEY COVER OTHER MATTTERS SHOWN ARE NOT TO BE RELIED UPON,OR PITCHED 1/4"per 1'Min TO BE CONSIDERED AS EITHER BEING APPROVED OR IN "3009-KYDC(Dual Safety Cover)" / i' '\, --__V __- k( ACCORDANICE WITH APPLICABLE CODES. w ENABLE YEL ELEVATION OF GRADE+/-21' INSTARISER LRINGS STIC AS GRADE CONCRETE COVER BELOW / i / 20'OFFSET / _ - '- __ V = E"' 1 —; ti 2 III PLC INPUT NEEDED MAX 7 \ / / �.' E '-- L'- L HEIGHT PROVIDE /,. \ ,\�•\ ', __ _7 Q�2 2"VENT TO HOUSE / 10'OFFSET W / F- - C.O. SECONDARY SAFETY INSTALL DUMMYIN RINGS OR / 5'OFFSET / \ •\E OVER�IDE� E T COVER"3009-KYDC DOME AS NECESSARY TO BRING / ,' 1 = eL" `till 4 PLC INPUT FF EL.22.4' (Dual Safety Cover)" PROPOSED STRUCTURETO / / EXTENTSE OF IA SYSTEMh� I= f +/-EL,21' 8'- GRADE. I / / Consultants: 3 eL OSR1 w"T/BEE INV EL. � l ' K PROPOSED / �• Il3 PLC INPUT +/-EL.19' I / b ALL LEACHING POOLS SHALLBE 2 , l w K 71 % ' o ' I 11 I , OF ERELOXCSTNGN // �1/ OEVE CSR2 wNr/FNK m 77 PLACED INACCEPTIABLE �'O" / '~ ' Lit.j I PROPANE / �/ II PLC INPUT I - - - - - - - -- - - - - - - - - - - - - LEACHING POOLS AS APPROVED TURE S ° ' �1� i TANK / +- - 4"SDR35 WASTE LINE- - - - -- BY THE SCDHS IN THE EVENT PROPOSED FrBq 6 H l� It c I - _ _ __ - - - - PITCHED 1/4"per 1'Min_ __ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ ®®®® _ _ _ ppOL LEACHING MATERIAL IS I I CSR3 _ _ _ _ EXTENDED 0 0 _ _ _ _ _ _ _ _ _ _ _ ® ENCOUNTERED ECAVATION IS\ 2 EL' w" L II� PLC INPUT - - - - - - - - - - - - -- - - - - - - - - - - DRIVEWAY F D O T\ WIRE FENCE / 3 INV.EL.17' ®® O M BE CONTINUED K SUITABLE G\ B,'/ INV.EL.16.5' MATERIAL AND BACKFILLED AS W 1 B 1 W 1 9 DETAILED. CUTTING RINGS MAY FUTURE / \\ o FNOTE: ^ INV.EL.16' PROPOSED / - C, J OQ� ,\ _ /F��,, V FLOAT SW ITCH TO BE RATED 2 AMFlP AT 120V MIN.MAIN PANEL ^ R SCHEMATIC ELECTRICAL r INV.EL.15.5' GARAGE a Eo) F+ m DISCONNECT MUST BE PROVIDED IBY INSTALLER DASHED LINES S P I V I O REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQUIRED `,J 1 _ WOOD RAT.WALL TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD FOR HYDRO-ACTION AN440 / , .Q� Q�e � is O `J\•- I �Q / Z INV.EL.14.5' N Q , STONE PATIO V W IREING MUST BE A MIN.OF 60C COPPER WIRES SEPTIC PRODUCTS INC TEST HOLE ELEVATION 16' DUG TO 17'BELOW GRADE GROUND WATER ENCOUNTERED AT ITT'BELOW GRADE cD O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — L TAKE ., T�99 oFc� SFTegc FINISHEa GRADE h droaction Electrical SET i e2 9c k POLYLOK 20" - E- 5 SANITARY PROFILE GROUNDWATER 3'T' 150,"0" LOCAIT10NOFTESTWILE/ • ,,\ ��I�9� F9 ,' DISTRIBUTION BOX _ w FROM O 118" LOCATION OF NEIGHBORING3 /. 'e / / �s s� .•�, /' / OWTS TO DISPERSIAL PRIVATE WELLS / ,\` GRAVEL INSIDE_METAL TRENCH EDGE ,I z -PS67 ,/ a ,a _ .•a° ,-�`- _,FR.OUT I CHICKEN /' ' " THICK MERDRAIN ��l (/ 20 AMP BREAKER w 1 451 2 06 I / SHOWER COOP METAL FENCING SLEF FILTER MATERIAL 48 1� ALL ELECTRIC TO BE PLACED / °; - - GF CLOSING GATE / TVnc 1 iv PROVIDE SPEED Q IN SCH.80 PVC CONDUIT EXISTING ELECTRICAL ' / a': • I G / � LEVELER ON EACH OUTLET 0 EXTERIOR RATED JUNCTION BOX BELOW pAHEL IMPROVED LAND ON PRIVATE WELL / ELEC. I t< \ P O/ POLYLOCK_DISTRIBUTION_BOX MARK Architect of Rec©rd: >_ GRADE IN A SPRINKLER BOX WATER.WELL LOCATION NOTED METER I G -9TFpRM // ' OO Z WATER TIGHT POLY/PLASTIC COVER INSTALL / e, 4 3 // / 7 3/cJ" = 1'-O" I S AA O PER MANUFACTURERS DIRECTIONS C RA E ALL ELECTRIC TO BE PLACED IN SCH.80 / / STONE RETAINING WIRE FENCE / O PVC CONDUIT / •C99 WALL AND STEPS; 11575 Main Bayview Road LL 73 REMOTE PLC CONTROL PANEL / G.a.. 1 FR.SHED Z _� / Southold NIY 11971 W/HP80 COMPRESSOR / - f 1 / � � CONCRETE ' N g 1 WATER TIGHT POLY/PLASTIC HOUSEING / ��" / COLLAR N END PLUG 0218 INSTALL PER MANUFACTURERS DIRECTIONS / I // ' RISER AND L"�� 'I Contact; Isaac Clay Coffey _� COVER NYS LIC#0319767 d 3 36"X36"X6"P.C.SLAB WITH 6X6W - - / I G / QE 020q X.4W1.4 WELDED WIRE MESH -� ,' a'Q // FIBER JOINT T. 347-276-0093 E. clay@isaac-rae.com Z i 51 1/2 0 064 8 Remote PLC Control Panel Detail MARK "F" y@ 6 — 1/2" = 1'-OEE / , I // / PVC PIPE D3034 70 SEPTIC SYSTEM LEGEND / ,If I G /' CI SEWER PIPE, TYP SDR 35 REMOTE PLC CONTROL PANEL KEY DESCRIPTION / g / CI 34'BEND TO SEPTIC Project: c> W/HP80 COMPRESSOR FROM TANK 8555 IWIA QQd A -PROPOSED HYDRO ACTION AN550 I/A OWTS / ;�. EXG WATER N BAYV I E W N C -- - --- -- ---- -- - ----- --- - ---------- - / EXGWLINET TER �3 / j DWELLING ILL B - POLYLOK 20"DISTRIBUTION BOX BETWEEN TREATMENT UNIT AND LEACHING / I WIRE FENCE y �lV� it: AROUND __ - POOLS---- -- ----------------------- // ; GARDEN ' e� 8555 MAIN �AYVIEWROAD C SEWER LINE FROM PRIMARY RESIDENCE TO TREATMENT UNIT(4"SDR35 PIPE)8" /�� CI 6O°PVC WYE a= . w -- _ MINCOVERAGE--- ---------- ----------- - - //I� / SOUTHOLD► NY 11971 d D 8'X 2 PC LEACHING POOL / / °' 1 0'Z / / CO CI TO PVC HOUSE -- -----�--- ---------------------- - / , / o ADAPTOR w E -8'X 12'PC LEACHING 50%EXPANSION LEACHING POOL = O 3 / / 2 Project No.: - w F HYDRO-ACTION CONTROL PANEL AND AIR COMPRESSOR__ 0) EE n I R-O2 -- ---- ----- - --- - - - -- ----- - N' I / 6 CLEAN OUT DETAIL MARK J- - D 0, /Q x................ ......... ELow G -PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT .� b• ,•,a, I °Z / 1/2'E _ 1 r-0" Seal/Signature: 7 W B H -EXISTING SEPTIC SYSTEM HS T PUMPED DRY AND ABANDONED OR REMOVED S CT M 10 0 1 _ -- - -ACCORDANCE WITH SCDHS STANDARDS - ------ - ------- - 0 8-0 9 4 8 H 1 -TREATMENT UNIT VENTLINE BACK TO HOUSE TO BE EXTENDED THROUGH ROOF LINE PER NYS 2015IBC CODE. 1 0 -- -- ------- - ------------------ ---- - I pZ J CLEANOUT FOR SEPTIC TANK INLET LINE EXTEND TO GRADE PER DETAIL ti •; I 72 /A D K -PROVIDE SECONDARY SAFEEY COVERS UNDERA ALL PLASTIC SANITARY COVERS, ARG FRgyr //i 6 63 TREATMENT UNIT AND DISTRIBUTION BOX POLY LOK"3009-KYDC(Dual Safety Cover)" p/pF O \\\ D E Q• 1 / p(/ RQ(/ N RY V) i SITE COMPONENTS LEDGEND TOTAL LOT AREA AREA=103,726 S.F. I 0Z // ' e�/�wq,F No ON 5�����AI�C�� '� Ca~�G 0 KEY DESCRIPTION / / ((j t� 1 PROPOSED STORM WATER DRY WELL FOR ROOF DRAINAGE o w ~ 2 EXISTING DRYW ELL FOR POOL DRAINAGE O \\ Q ` g 3 EXISTING PROPANE TANK TO BE RELOCATED 4°O' lei IA .......'...... ....... 4 EXISTING WATER LINE 20Q--00„y✓ co - .a ZLLI \ °? TEST HOLE "� C7 5 PROPOSED NON WATER PROOF RETAINING WALL /I/ yY / in 6 PROPOSED HVAC EQUIPMENT \ / BILL O F MATERIALS 7 EXISTING POOL EQUIPMENT e // TEST HOLE ELEVATION 16.0'+/- ITEM P/N DESCRIPTION QTY: SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE \ °� �:0 DARK BROWN LOAM(OL) ,w � Date: Scale: AS NOTED TABLE 3 PG 50-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACfTIES 4'-0' BROWN SILT(ML) An 550 HA-Ec50-11-Rv.75 AN550,245 NITROGEN REDUCTION COMPLETE 1 �• TANK,PRE/PUMP 1000 Drawing Title: A 180052 1 REQUIRED FOR 5 BEDROOM MINIMUM CAPACITY 550 GALLONS PER DAY N �O �� .Q / PALE BROWN FINE SAND PROPOSED SEPTIC SITE PLAN a 6 130002 KIT,SING 2 TANK CONNECTING STANDARD 1 O O _ (SP) PROVIDED FOR 5 BEDROOM PROPOSED CAPACITY 550 GALLONS PER DAY LL) C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 Q' N D AN550-P AN550 W/PLATFORM COMPLETE 1 LEACHING CALCULATIONS / REBAR FOUND N OPS,EC50-30-L-80-PLC 13 7---- r A Ec50-11-Rv.75 1 TABLE 5-MINIMUM LEACHING SYSTEM DESIGN FOR A 5 BEDROOM RESIDENCE ALL ELEVATIONS ARE BASED ON NAVD °� ,'• �• - 2S8.4>- Drawing No.: (��( DRAWN BY:A.DAVIS DEPTH TO GROUND WATER OVER 13' OF rO WATER IN PALE BROWN FINE AN550 245 NITROGEN REDUCTION SYSTEM COMPLETE (1988)USC&GS DATUM V/ C O REQUIRED FOR 5 BEDROOM TWO(2)POOLS;8'DEEP,B'DIA.400FTzSIDEWALL AREA WITH CTO CO 1T-O' SAND SP •° 50%EXPANSION POOL R/ F ( ) N + APPROVED BY: SIGNATURE DATE: REV. PART# q ORl F TEST HOLE BY MCDONALD GEOSCIENCE DATED 03/23/2022 °' hpdr actlori 05/31/17 0 HA-180053 PROVIDED FOR 5 BEDROOM TWO(2)POOLS;B'DEEP,8'DIA.40OFT2 SIDEWALL AREA Y °rrom n K= •� WITH ONE(1)POOL B'DEEP 8'DIA.FOR 50%EXPANSION POOL Ground Water located 13'-7"below grade dPROPOSED SITE PLAN SUFFOLK A—. 1 Draftin 1 �ZCOUNTY HEALTH DEPARTMENT APPROVAL STAMP n Test Hole 4 1/2" = 11'-0" I 1" = 30'-O,E 1 EE = 10'-0" . _ NOTES CONSTRUCTION NOTES: DRAWING ISSUE KEY NOTE NO. DATE ISSUED FOR 1 C-01 PROPOSED VERTICAL RAINSCREEN SIDING 2 C-02 PROPOSED 18"AYC PERFECTION SHINGLES WITH 4"EXPOSURE 3 C-03 PROPOSED WINDOW WITH 3.5"FLAT CASE AZEK TRIM PAINT COLOR TBD 4 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE 5 C-05 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. 7 --- C-06 PROPOSED SNAP BATTEN METAIL ROOFING 9 C-07 PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT AND LEADER TO DRYWELL 10 C-08 PROPOSED CLEAR CEDAR PERGULA 12 t DRAWING REVISIONS _= PLAN LEGEND: NO. DATE REVISION CONTRACTOR TO PROVIDE ALUMINUM BAR GRATE _ ";, EXISTING WALLS 1 = • SAFTEY COVER FOR EGGRESS STAIR.HINGED ACCESS a 2NEw PROPOSED 2X6 WOOD FRAMED WALL 3 PANEL TO BE PROVIDED _- - PROPOSED 10"FOUNDATION WALL UNLESS OTHERWISE NOTED' 4 sa FACIA/TRIM BOARD S 7. 2 STONE VENEER WALL 6 -502.0 low grass PROPSED CONCRETE RETAINING WALL AND PC 7 STAIR TO NEW BASEMENT 8 CONSTRUCTION NOTES s FLOOR DRAIN WITH LEADER TO DRYWELL 1I211 - 1 -0" 10 1 PER 2020 NYS RESIDENTIAL CODE 11 502.0 r; 6' 6 3/4" 12 14'-0" — — — — — L THIS APPLIICATION IS APPROVED ONLY FOR WORK INDICATED)ON THE APPLICATION SPECIFICATION SHEET. ALL "� � OTHER MAITTERS SHOWN ARE NOT TO BE RELIED UPON,OR — — — — ROVED OR IN TO B'CONISIDERED AS EITHER BEING APPROVED I j ACC S - ij CLOSET � - �-EX ' 91 SF (5(3.0 1 I OFFIC I -- j j j - l '• " , .. ,' , ;' . , Designer: 575SF T-03/8" I -— - — - —- — - — - - FAMILY ROOM I A I PRIMARY BEDR OM I i., WINE CELLAR_ C - RA E -5 1'. i = '804SF y 332 SF: — - MAIN , 44 I 2685E 430 MAI 'STREET GREENPORT NY 119 N j j L, C T. 347-276-6093 E. clay@isaac-rae.com 1/2" 1 @ saac-rae.com 11F _ 1'-2" _ Applicant of R . r Cl) 1P j BENCH00 MUDROCM q _ w/c ^ 504.0 :.8' 5 7/8" • ZD 61SF 22 F - _ - -- _---- I •M I s O co �' EN?RY70;Faf TINGBASEMENT' ; 4 i — — — 1Z-11 3/8" - ❑ 5-1„ 501.0 8'-0" 4'-7 1/4" c j 6'-6 3/4" �Q l MECHANICAL CONCTRACTOR TO PROVIDE LADDER CRAW SPACE �. FINISHD FLOOR 12'-10" EGRESS WINDOW TO MEET 2020 NYS CODE / o OPENING TO BE PROTECTED BY TO ALIGN O EXISTING &(IRC 2018)R310.2.1 MINIMUM OPENING AREA j Q j T !J o ALUMINUM BAR GRATE AT GRADE BASEMENT FINISHED FLOOR CONCTRACTOR TO PROVIDE LADDER TO(3 NEW PROPOSED OPENING I /> I. C j IN EXISTlN EXTERIOR OPENING TO BE PROTECTED BY ALLIMINI.)M B R GRA�ATAIDE �y( 10 11* WALL o PROPOSED ADDITION i _ co PROPOSED A DI I N a°- j!`, co ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN — -- u — ARE THE PROPERTY OF ISAAGRAE LLC EXISTING HOUSE _._....____....._.___..._..._.._.___—_.__._-......_-_.. ....... {STING HOUSE----- _—_...._.............------- ..__ .............._ ._.._._.__...-- ------ IN- NOT __ — _-- ---_—— PROPOSED TO REPROIDUCE OR CONSTRUCT O IT, N WHOLE N YOU EOR PART, r '— _....__..-...___........-................-_--.......-.... ..-.._.__................ ..._.-_.._................_......_.._.._. ANDERSON EGRESS WITHOUT TIHE EXPLICIT WRITTEN PERMISSION OF .................__..._............_..._.._ .._..__......_...... ..`..............._..................................._.......-.._...... WINDOW ISAAGRAE LLC ,�e _.___._.—. ....--------- _.._._._......_..............__. �r�* -:....-.............:..:._...._:...._:....._.__....... �..._... .._...-........_.._..—....... .. _..__.._. FINISHED STORAGE F2 ' F2 -- - — - EXISTING WINE STORAGE _.._..._...___... PROPOSED4X4X1/4" �..___.._......... -. -:. .. _ .......__.._..........._....... HSS COLUMNS 1 t ) \v rode 8555 IMAIN BAYVIEW r_........____..___. .. ......_ FLOOR TO CEILING HEIGHT 7' FLOOR TO CEILING HEIGHT 7' _ � � I j + -- --�� - ---O - --� mm BRICK FLOOR CONCRETE FLOOR EXIS�nqG HOUSE = ..___.}_....___.._..._._- �....____.. __.__:......___- WOOD FINISHED GWBWALLS AND CEILING �° °=• - 8555 MAIM BAYVIEW ROAD 877 SF ( ---- ____ V WALLS&ICEILING WA cEIL SOUTHOL.D NY 11971 —..�.................. — --9 — - -............. Project No.: o O - I R 02 II I I _ ....-. ........-...... f.....DECK-._._......_......_.._.... .._....._ ul NI 11 STAIRS T 1_- - - -—.._......_._ U D' o o _—._.... — FLOOR lu II ul III of III Seal/Signatures: I I ---- —__.—. ----- - .. 11 .:... _:..::- .... ._ .. .. I I iil iil of iil iil u 1 EGRESS PATH TO F2 F2 ROUND EXISTING FRONT ENTRY DOOR TO BE 501.0 L Fig-� REMAIN OPEN —___— _. . _----. 1/q &UNOBSTRUCTED REMOVED AND REPLACED WITH ._.. . ........ -- ._....__........_...........-........ ..............-.... PROPOSED NS EXISTING WINDOW HSS COLUMNS _.._.... ____............-._...._—__.. .._......._........._----............ - _._......__........ .. II < .................._.._.._...,.... ...----.._._....._....._..._...f...__-.-__....-..._.-.....................-...._-...._....-_. EXISTING BASEMENT ..................... .-.... --------- ........-.-..........-................. AP ........--._...'...._..........................-.....--................................ ......... ........... ............. . .. NEW WINDOWS AND FLOOR T .__.. .......... W W IN 7 FLOOR T 7' `�� G G' j -------..I.-- ------ ------- --- DOORS OR TO CEILING HEIGHT OR TO CEILING HEIGHT Y p -_-= r - -- N RETE FLOOR CONCRETE FLOOR CO C 0 - C C -. - -�#..- - - _-_ -.-::..-_..-._-.... - - - - - - - - - - - - - GWB WALLS&CEILING GWB WALLS&CEILING = ,_ F2 -......-------------- - -.............._._.............. --- .. .................................._-_.............I...... . NEW EXISTNG LAUNDRY EXISTNG TV ROOM `✓ '�� _. ..............._......__....................._..--- .................._._..._....._..............._.................._....._ ..._....._._........ STRUCTURE W FLAT ROOF _ S 97 _................ ......�..._............ _ , ...__-_.................... -.._................................................_-............_-._....................-.............-................ _.._.._......................__-.................__.....-...........................-...-...._. ..-....................... PANTRY .............._...._-._...-._.-. _. --v Dat e:e: case: Drawing Title: As NOTED i 00 PROPOSED PLANS Ln N N T M N n PROPO)SED GROUND FLOOR PLAN r T=T- n PROPOSED BASEMENT PLAN Drawing o�� N 3/16" = V-0" U 3/16" = V-0" kx� l 04000 J-- �il,, ,,,�-,��.--'�-�-,Uz;"=,--7--,:�,--�wp-op-p"w��-" I i NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 - --- 2 3 --- -- 4 --- --- 5 ------- 7 ------- 8 -- 9 10 12 THIS APPLICATION IS APPROVED ONLY FOR WORK u INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 4 , ACCORDANCE WITH APPI IrARI F CODES TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 9. EOtJlii Designer: OPEN TO LOW C, OPENT)3(BELOW _ t ,� `� I VIAAC RAE i 430 MAIN STREET GREENPORT NY 11944 / \ OPEN T bELOW T. 347-27 ID 6-6093 E. clay@isaac-rae.com "SNA P BATTO 'STAN ING SEAM ALUMI UM ROCF SEES ECS /V Ue OPEN TO BELOW F CONTRACTOR TO EPDM FLAT ROOF '•':•`'-,'-";�. ;•:-:. '��:�.;•:';:;=.;•.�' ;.�FC�F�REb•CI=IEIN�,:'; -r_.;::..:: 12' 0" COODRINATE ROOF DRAINS 9'FIQgiR'TO'Gt IL(NG•.'.';``';: '''. DRAINAGE TO BE 1/4"PER FOOT MIN TWO DRAINS PER ROOF.LEADERS TO �J "" _ _ 12'-0" GUTTERS PER CODE (2)1 3/4"x 1 7/8"LVL • � � - ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC / _ IN ACCEPTING THIS INFORMATION YOU AGREE NOT -- -- SIMPSON SIMPSON STRONG-TIE TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, CCO5 1/4 WELDED COLUMN TO WITHOUT THE EXPLICIT WRITTEN PERMISSION OF -- —————————— BEAM CONNECTOR @ EACH ISAAC-RAE LLC -- --.. . . ♦ ._...........-.. COLUMN ...._....__.._...... . ��� ....._.._............ ————————————— Project: --- --------- 8555 MAIN BAYV I EW a /4"x 11 7/8"LVL i .".d i --- --------- w _.__........__ w. ♦ _ ° �'�``° -- 8555 MAIIN BAYVIEW ROAD --- 0 0 - - --- _...... SOUTHOLD NY 11971 ROOF TO B RE C AD IN"SNAPP Q z O O _ — co — ---------- EXISTING ----- �—w 0 ._____:(_)1 3/4"x 11 7/8"LVL"LEDGER BOARD" Project No.: ---- SEE S ECS Z o a¢ -------- — — -------- -----CONTRACTOR TO COORDIANTATfACHMENT 0 w w - -- - --- ETAILTO EXISTING STRUCTURE IR-02 U d 0 — — - 0°m z° __.__...._.. - — — ----- _.__._._ Seal/Signatulre: frw0<w ......_..._ - ...._.........._.......... I — —— — ———— - .__.._._...._ t-Qw0a- LL o z w _...._. — co — — ---- SIMPSON HHUS EXTRA-HEAVY U- ..................... SHAPED HANGER @ EACH END OF DO¢z a O it_ RAFTER wU0�C7 —. T S O E --------------- ... NO PROPOSED WORK TO EXISTING 2ND "`"- �5 y C __...._...._._... FLOOR - __..__._.._. —__— o -------------- (3)1 3/4"x 11 7/8"LVL q� _._.._---__ � 4' •(ram �+"1 .__ ....................._.... ---- SIMPSON SIMPSON STRONG-TIE 'fit -------------- CC051/4 WELDED COLUMN TO — BEAM CONNECTOR @ EACH _....._._..... COLUMN �. 397�� - ---` x-_11_-718"L L - it __......__.._._..._.....................__.._._.._.._.................. -..................._........._....._.. Date: Scale: _...................._..__._......................................................_......................................................._.__.................................. X\x _...__.........._..- ............._.........._..__.........._.._.......- ._...._......._.__.._...__._................._........_......... - NOTED Drawing Title:: c- Proposed Plans - � P opose T M� ♦'J N T c� Drawing No.: N 0C\J ROOF n PROPOSED LEVEIL 2 PLAN 2 3/16" = 1"-0" 3/16" = V-0" A, 0 5 \i V NOTES DRAWING ISSUE N0. DATE ISSUED FOR 1 2 3 4 5 6 7 8 9 10 11 12 IDRAWING REVISIONS N0. DATE REVISION 1 EXISTING ROOF TO BE RE CLAD IN"SNAPP 2 BATTON"STANDING SEAM ALUMINUM ROOF SEE SPECS 3 4 5 6 IF F11 VERTICAL CEDAR SIDING PRE FINISHED 9 EPDM FLAT ROOF CONTRACTOR TO EITHER PIONEER VALLEY MILLWORKS OR TTJ COODRINATE ROOF DRAINS � ' / NAKAMOTO FORESTRY.GC TO WORK 10 WITH ARHCITECT ON FINAL SELECTIONS t. I ` I F 12 i I t _.I:.::...:,, _hLC....L..I_i i L.....II,I tI I 33 - 4 1iI , .l(f I i I , I ]1 ..-(.I.,.I_r..,,1 .i.I�L. r_,ii,ir;_.; _, ".. ,...l.l,ll: _ii_',._,::. : ..,,., i_, L.L..... _.a7......,.._,..-.-,.....,,.,..,,....._»....x,,. .. .. I,..(:,...."_........_....__.._...._.(_I-..!._._.......L. THIS APPLICATION IS APPROVED EPDM FLAT ROODF CONTRACTOR TO l;: ...€,, ONLY FOR WORK I l..L,. ll i I,II i is I'' COODRINATE RQOF DRAINS I INDICATED OMI THE APPLICATION SPECIFICATION SHEET. ALL : I = OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, ROVED OR IN :,,# : - _ _ _ LEVEL 2 TO BE CONSIDERED AS EITHER BEING APPROVED O f' a.' �>aY. t. M�„� §• 2 A da3 — t ,s.t : _ ° :. .M .:xaih»' `.'e•a:��1„�"�'-�,"-s"0�'- ' - s A - A a� r , COLUMNS TO BE:CLAD IN CLEAR CEDAR .,,,._' � .. f '�.s s•°:3' ,, yq-: .: �, , ,:�..,y.,.... i.._.:a:»,«v».......«, f ^`a+'F` -t.�.^R�'e8:;':`�� -„'"�y,` •k•0 ww"r� TO MATCH FACIA �-�-. g a<�` ��. .P .a `f," i 1 7 5 i I S '£. 1 2 I r �" q xg nl :I a, a , .a , e , .v {_i..: ..I..i ' I � .�.��' 's>. 'd: .�I.. ww� +;�sa.1i,> € #" '1i',:: ,, at is '!i � 1t .,�, `" , e£ y~n„ v,.. -�. - 7 r' � FIXED Designer: i _.� �,* irk'' ,x,a•�. ,,.1;,,;: �.I. � j= of v .1.� .xtar, Wrwn l v+ x pp 1�+,x xa•• I. zn ,'•�.. f< , NEW CEDARD SHINGLE ID ass S G SIDING t a. , " I' 'i , s" �> > F c ,e i � AYC 18 TAPER SAWN PERFECTIONS < •"'� • ,� i i. a- w o: i-, i l I.j r "1' .t � .a^ I n r. f• 'C" f ....i... y n _ i S. A #. C R A �a I ;r , , , n , r a .. ., .< .,. .. Z,..,. .w'n, •. .,,. . .,.. .. .... ,. ... :. '._t.,i:1.._�'I_...1 .�(.......,..i....Ifl '�a"<i'. 430 MAIN STREET R G EENPORT NY 11944 Ir' ,l ,, r. is t ����. " I :r i. �; T. - t 347 2 clay@isaac-rae.com 7 I ��= 6 r :,_ .�:. 61093 E. cl_.�. i a Isaac rae.com I:�i" @ a .. t Y - — — -- — — — — — — — -- — — — — - - — — -- — — — — — - — -- — — — — — " 1 Applicant of Record: —TIN �I1- '-: .�H11— — ---I - - ---- � 1� GARAGE 7 � h-mil=-T =�1 f - -- ! 1= i — I — -- — — -- — — — 17 111 _ --� _—_--_- - _ - I = ��1:=—._.__..__ _T_ �=1�_ =T T-=1 l I I-1111I = I I -_ 1 =f I ( C= = = = = = = _ _ — - - (_ --I_— p � I_I _ _ — _ I —�� = II = — _ — — _ — — �! iL _ — I— n NORTH ELEVATION 1/4" = 1'-011 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT EXISTING R(OOF TO BE RE CLAD IN"SNAPP TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, BATTON"STANDING SEAM ALUMINUM ROOF WITHOUT THE EXPLICIT WRITTEN PERMISSION OF SEE SPECS ISAAC-RAE LLC R PAIR./REBUILD ALL DOORMERS Project: - ,; 8555 MAIN BAYVIEW VERTICAkL CEDAR SIDING PRE FINISHED EITHER PIONEER VALLEY MILLWORKS OR ffi - -_-1 ' BrJCJ�J MAIN BAYVI EW ROAD WITHNAK AR)TO FORESTRY. AL SE WORK it \ � SOUTHOLD NY 11971 WITH ARkHCITECT ON FINAL SELECTIONS --_ _�- Project No.: i -- Seal/Signature: ll NEW CEDARD SHINGLE SIDING AYC 18"TAPER SAWN PERFECTIONSit _3 CONSTRUCTION NOTES: : F T I C KEY NOTE C-01 PROPOSED VERTICAL RAINSCREEN SIDING C-02 PROPOSED 18"AYC PERFECTION SHINGLES WITH 4"EXPOSURE rJ _r C-03 PROPOSED WINDOW WITH 3.5"FLAT CASE AZEK TRIM PAINT COLOR TBD -T""T C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE I �„ - - ' ' i I C3 EXISTING DOOR TO BE _.. hill 'I - EXISTING WITH C-05 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. STING WINDOW ONSITE. REMOVED AND REP �- - ,..a= �, .:•,..,. �� - -�-_ :_ � ...._�—.. .. __ -- - C-08 PROPOSED SNAP BATTEN METAIL ROOFING v• -- -_-- �--r�—d� — ;-� (�_--�,- --, � � -07 PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT OUT AND LEADER TO DRYW EL _ _.. — ,... - -- _ =1_ _ — —_ _ _ — . _ _ ��11111= 111= = 1= I =11 �I I 1 --I I �ll' —_— - - _ 1 11 COB PROPOSED CLEAR CEDAR PERGOLA -- — — _ — GARAGE Date: Scale: _ _ _ _ _ _ _ _ _{I — — — _ _ _ — —- — — — — — — — ---- --- -- = 1 =1 =11II — -- - 1� AS NOTED -- — — _ — _— — !—I� I —I — — _ — — — — — — - o IIIII 1= III i I I I=1 I I i = — - — — — — — — — — — — — Drawing Title: o = _ _ _ _ — — — — — — — — — _ --- ----------- — — --_—_—_—= I = — PLAN LEGEND: ELEVATIONS — — —__ _ — _ = - l=_= —A— _ _= _ = _ _ — ---- ---- —_ —_— I-I III — I —I — — — — EXISTING WALLS — _ _-- = I I=111I I i I1 i EXISTING==- _ —I (((--- --_. --- —_ ! _— ! = NEW PROPOSED 2X8 WOOD FRAMED WALL m --- — m = _ }�-�--� _ _ _ _ _ =--BASEMENT_ I� M I� _ I1 _ III _ — ��I� I {�}�-- - N I= I!! 1=1 I I1 2 110 = PROPOSED 10"FOUNDATION WALL UNLESS OTHERWISE NOTED Drawing N 131 --- -- 1= - _ _ FACIA/TRIMBOARD r— = I = ! = I = I = =1 =1 I = I = I = =1 I( _! —!!Ili I!—! I STONE VENEER WALLAM n SOUTH ELEVATION n CONSTRUCTION NOTES A� 300 0 1/21' = 1'-01' I NOTES DRAWING ISSUE NO. DATE ISSUED FOR ' 1 i 2 3 4 5 6 7 8 9 10 11 ROOF 12 33' - 4" DRAWING REVISIONS N0. DATE REVISION 1 ---- S 4 5 6 ' • 7 DOOR TO BEDROOM FIXED PICTURE WINDOW 8 7 9 ' 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK LEVEL 1 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL �i_511 'Zp' OTHER(MATTERS SHOWN ARE NOT TO BE RELIED UPON R O _ — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN _______- I =_—_� —_=11 = � __-- , • - - _' 1 = = 1= = II =1 = I = II _ _I= it —_ _— — ------- —_ —_ _ — — — — _ _ 011 —�-- _ -_ _-_ -_ I= =1 I =1 =1 =1 - =I11I - I = =1 I - 1= _ = GARAGE _= 1= I = - 1 - I - - —_- I - _=_I- I - I = III-11 -1h�_T_11= IHI__Hill_-_- I - - I -_--- -I -- = III =____ II — I — — _— '�.. •- ___ — 1 i- I — — 1= I -_=11111-1II I- — — Designer: =1 —I I ---- — _ —_ EXISTING _ --- -�----- ---�--- -1--- . • :.�_, , _,� -. -�_ --=�=---=1�--=�I I-1-�-I�I =I�-(BASEMENT L-M111 It 10 11I_ 171 _M1111 =1t" I I -111 111t_ 11� I_=C 111 _-111�=�111fi I_-1� It=� 11I 2' - 10" ISAAC - RAE ___ ( --------- I -�= - - I - I (- 1I I---1 I - = - = I i - -�_ ( - 1- I I_ 430 MAIN STREET GREENPORT NY 11944 -_-_- I I- III - I -IIIII--=_- I - I-I = I I- I -_-1111 - I i I- I I T. 347-276-6093 E. clay@isaac-rae.com —= =--�- I --- I-i -_ _ _ _ II = I I=II II I I II I-IIIII -III - ! f -1 I •=. I--I I-I I—I-I I III _=_=_= 1=_= = I =1 Ll-ll11-11 = =1I ILL =I 11-1—I_� _ =11 I= 1 = I - _ _ _ _ _ _ = BASEMENT LEVEL Applicant of(Record: _ _ J1JL� Ill�JJ1�11 I�1_l I � 1LJ�1 -- — _ 0 3/4„ III =1 III I�I (III -IIIII-IIIII-IIIIIIIIII-IIIII-IIIII-IIIII-IIIII-(III) IIIII- JII i -' (III-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII=IIIII-IIIII-IIIII-IIIII-I WEST ELEVATION 2 1/4" = 1'-0" ALL DES IGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC Project: C-06 8555 MAIN BAYV I E W _ ROO F 8555 MAIN BAYVIEW ROAD SOUTHOLD NY 11971 Project No.: R-02 IL LEVEL 2 Seal/Signatwre: 29' - 4- 4" � aSD Ailey CONSTRUCTION NOTES: I Otic� �G Y Cp KEY NOTE EN R ONNECT R �..1 iLJ 1 � .G C-01 PROPOSED VERTICAL RAINSCREEN SIDING i C-02 PROPOSED 18"AYC PERFECTION SHINGLES WITH 4"EXPOSURE C-03 PROPOSED WINDOW WITH 3.5"FLAT CASE AZEK TRIM PAINT COLOR TBD i' Mk MHM 1 11 1 1 L 1H MIN _ LEVEL 1 C-04 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE - — — — 0' 4n OFNc� C-05 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. ___ —_—__— - ---_- _— I =1_=_I=—_ I =i I C-06 PROPOSED SNAP BATTEN METAIL ROOFING - I _�IIIIE_ GARAG E _ �— _ C-07 PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT AND LEADER TO DRYWELL —_ —_ �! �••�-� T � _ — _ _ _ — _ — I =___—_= = - co �T Imo_ Tf 1-11- l� I I =_ff I -= Il=�_- MECHANICAL: _ �I— C-OS PROPOSED CLEAR CEDAR PERGOLA - fflI�l = I = I = I = ,- - _ .-'CRAWL SPACE _- - .,•' = N = _ _ _ _ _ _ _ III _ ------ ---_—I I— --- — — --_-- -- — ----- — 1 --- — I --- I — =--I = i — =1 I = Date: Scale: I I M II I I ( IIII— I I— —I —I AS NOTED — --- -- — — — — — — — — — --- i I — I _I I I -- � _._ _ = '�• - _ _ _ _ _ _ — _ _ _ _ _ — = EXISTING Drawing Title): I ff I I — — = III=1 I = — —__ �. ' I = = I = — =I = = I I = = I i =_=1 I=_— _ — PLAN LEGEND: — r — _ _ 1 _ _ _ — t1 =- B�AS 2MENpT ELEVATIIONS M VERTICAL CEDAR RAINSCREEN SIDING - HillHIIIIIII I _ I= — CV _—___ _ _ ___—_ _ _—_—_ _---_— —1111 —_ —_ - T EXISTING WALL TO BE RECLAD WITH NEW AYC 18"PERFECION SHINGELS 4"EXPOSURE Mil _ _ _ _ _ _ _ = I = =1 = - I 1 I= =1 1 1 1 =1 = i =I co ------------------ ----- -- '_---- — — — �=I Drawing No.:. N PROPOSED 10"FOUNDATION WALL UNLESS OTHERWISE NOTED = _ _ _ _ = = III _ _ _ _ FACIA/TRIM BOARD — 0) STONE VENEER WALL s 302000*6' CONSTRUCTION NOTES ELEVATIONS EAST ELEVATION AL 1/2" = V-0" U 1/4" = 1'-0" ZZ . , I i NOTES FASTENED TO EXISTING STRUCTURE AJ DRAWING ISSUE NO. DATE ISSUED FOR 3 1/2" CONTINUOUS LSL TOP PLATE 1 d 2 •4. 3 'd d ROCKWOOL MINERAL WOOD INTERIOR 6 INSULATION 7 8 d 10 V-0 1/8" Q ° e 1 LAYER 5/8"TYPE X GYPSUM BOARD 12 ><1 4 ' 41/2" LZ\ 5 1/2" STUD WALL DRAWING REVISIONS WALL FINISH PER 2 FINISH SCHEDULE NO. DATE REVISION d 3 4 4. 5 PLYWOOD 6 7 BLOCKING AS 8 VERTICAL REBAR SSE ° ° ° °° ,d;, I 1"CLOSED CELL CONTINUOUS REQ'D .Q STRUCTURAL :• : a_.' ° SPRAFOAM WITH 3"ROCKWOOL INSULATION 9 •o . °' d ' 2X HEADER SLIDING DOOR 10 ` .n. SEE SCHEDULE a . :' HARDWARE 11 2"EPS FOAM INSULATION — �_ •o- : TIMBER STRAND TREATED LSL 3 1/2" HAWA JUNIOR 80 WD BLOCKING 12 STUDS @ 16"O.C.MAX R ° d _ •:t- ° 4 •• •'� d I 1 3/ ; \ AS REQ'D ° ° "•• ° WD BLOCKING AS REQUIRED THIS APPLICATION IS APPROVED ONLY FOR WORK N ~ PAINT TO MATCH B-1 BASE I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ° 1 7/8 N POCKET(TYP) z OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR (51 a° a°.• ° y a' ° e ' — TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 3 1,2" ° _ ; Q : 3/4"TRIM, MATERIAL ¢ PAINTED WOOD JAMB SCHEDULED FINISH,TYP. � AND FINISH TO MATCH B-1 ' A Z4 a _ I ° SEE FINISH SCHEDULE, _4 ` - 1 3/4" RABBET TO ACCEPT SCHEDULED WOOD DOOR CENTER HUNG PIVOT ad FINISH TYP ( ) HINGE Designer: LSL BLOCKING AT MID LINE OF ALL TOP ARM BEYOND RIXSON /y p WALLS.CONTINUOUS MODEL 320 S AAC - RA E ° a d"'a ° • - I LSL CONTINOUS WALL PLATE " �- 430 MAIN STREET GREENPORT NY 11944 LL T. 347-276-6093 E. clay@isaac-rae.com bo °°° '` •b LINE OF DOORJAMB LINE OF DOOR JAMB ° BEYOND (TYP) BEYOND (TYP) Applicant of Record: DOOR GUIDE PER SCHEDULED FLOORING HARDWARE SCHEDULE (TYP) SEE FINISH SCHEDULE (TYP) d SCHEDULED FLOORING 3 1/2" SEE FINISH SCHEDULE (TYP) PLAN ELEVATION 1 TYP. INTERIOR FURRING WALL DETAIL �ocket Door Head Detail 3" - ' - 5 3" = 11'-0" n Pivot Doo11 r Head Detail 1 5 1/2" 5 1/2" ALL DESIGNS'AND OTHER DISCLOSURES SET FORTH HEREIN WALL FINISH ARE THE PROIPERTYOFISAAC-RAELLC PER FINISH WALL FINISH IN ACCEPTING THIS INFORMATION YOU AGREE NOT FASTENED TO EXISTING STRUCTURE SCHEDULE PER FINISH TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, SCHEDULE WITHOUT THE EXPLICIT WRITTEN PERMISSION OF x, ISAAC-RAE LLC - 2x6 CONTINUOUS WALL PLATE WD BLOCKING Project: WD BLOCKING 1 LAYER 5/8"TYPE X GYPSUM 8 MAIN I N.. 555 BAYVIEW I BOARD EACH SIDE 1 LAYER STONE OR TILES S S SCHEDU LED LATI R 8555 MAIN BAYVIEW ROAD C ETE WATERPROOFING - � A ERPROOFING MEMBRANE SOUTHOLD) NY 11971 ROCKWOOL MINERAL WOOD B-1 BASE BEYOND \ ACOUSTICAL INSULATION 1802,STC RATING 47 INTERIOR 2X6 STUDS @ 16`O.C.MAX Project No.: INSULATION R-02 \\ , L°— Seal/Signature: r. 1/2"TRIM GWB,GB01 g ature: 0'-03/8' NO.2 DOUGLAS FIR"2X6 0' 0 3/8" .� STUDS @ 16"O.C.MAX = 5/'4" PAINTED WOOD `` BASE ~ 5/4" PAINTED WOOD ^ BLOCKING AS NEEDED ��D A�'C�,� _G SCHEDULED FINISH,TYP. �\ 1 1 BASE 1 1 `� G Cp r'. SCHEDULED FLOORING . 2x6 BLOCKING AT MID LINE OF ALL r SCHEDULED FLOORING N TILE OR STONE FLOORING AS SCHEDULED WALLS.CONTINUOUS 3/4 PLYWOOD co _ . 1' M r: SUBFLOOR (TYP) 4 4 3/4 PLYWOOD .* 2x6 CONTINOUS WALL PLATE iv SUBFLOOR (TYP) 4 4 MUD BASE a 3976� O r DUROCK r`OF I; CONTINUOUS ACOUSTICAL ADD ADITIONAL J' ; SEALANT JOIST OR I: AT EACH SIDE TO RECEIVE SOLID ° S.A.B. BLOCKING AS Date: Scale: REQ'D 0 AS NOTED `I BELOW WALLS 9-3/4 LVL`DROPPED"FRAMING Drawing Title: THAT ARE NOT ° GENERAL DETAILS 00 DIRECTLY ON I,. TOP OF JOIST ° Cl) 1; N I; SIMPSON JOIST HANGER T M 0 0 Drawing No.: N O rn PLAN ELEVATION 0 0 T TYP. INTERIOR WALL DETAIL B-1 Base Detail SHOWER PARTITION SECTION DETAIL 2 3„ = 1'-0" 6 3" = 1'-0" � 3" = 1'-0" b� 00000 _. NOTES DRAWING ISSUE i I � _ LEVEIL 2 NO. DATE ISSUED FOR 29' - 4" 1 05/03/2022 SUFFOLK COUNTY REVIEW I ( 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 I (3)11-7/8 LVL HEADER.CONTRACTOR3 09/23/2022 SUFFOLK COUNTY REVIEW 3 i 11 4 TO PROBE LOCATION ANED REPORT 501.0 5 EXISTING CONDITIONS TO ARCHITECT I 6 PRIOR TO FRAMING i LEVEL 2 171 i 1 V-11 1/4'! I 13' 1 1/2" j 29' - 4" I A,� 501 000 'x� --g Aw I I i r i L L 5.8 SQFT OPENING AREA LO EGRESS WINDOW TO MEET 2020 NYS CODE DOOR"D"LOEWEN BIFOL.DING DOOR N &(IRC 2018)R310.2.1 MINIMUM OPENING AREA (3 r \ W \ \ \ N J uJI Q 0 1 3'-1" LO WFN \ /� ,' /� LO WEN Z SWIN D QR \\ SO DOOR g I ( o E" \ \ / OEWE I OLD D OR"D" / cn \ / / E N _ _ LEVEL 1 w 20' - 41 a 1 EXISTING INTERIOR FLOOR w THIS APIPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3 10 Door D & E Elevation OTHER IMATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ~ DOOR SILL TO BE FLUSH OR</=1/2" 3/8" = 1'-0" � PROJECTION TO BE CONSIDERED AS EITHER BEING APPROVED OR IN �x ACCORC)ANCE WITH APPLICABLE CODES. BASEMENT EGRESS WINDOW Lu 112 3/4" = 1'-0" EXISTING EXTERIOR DECK _ LEVEIL 1 3 — �® Consultants:, WINDOW AND DOOR NOTES 20' - 4" Door D&E KEY NOTE \ 10Elevation w C-1 LOEWEN DIRECT SET PICTURE WINDOW TYPE C-2 LOEWEN CURTAIN WALL WITH OFFSET PIVOT DOOR A\-501.00 Z C-3 LOEWEN SWING DOOR I 1 I C-4 LOEWEN BIFOLD DOORS SECTION THORUGH PROPOSED DOOR C-5 PROVIDE NEW HEADERS PER STRUCTURAL PLANS W/4 ISITNG HOUSE n Door D & E PLAN Z C-6 DOWN SET CONCRETE STEM WALL BY 4"TO PROVIDE CLEARANCE FOR FLUSH SILLS 1 ' = V-0" 3/8" = 1'-0" O U Ix ALL WINDOWS TO BE DOUBLE PANE LOW E ARAGON FILLED AND MEET.2 U VALUE O W ALL W INDOWS MEET.16 SHGC U 7 — 0 O 0- • a w o EQ EQ 7'-0" 0 W WINDOW NOTES w --- 1/2" = V-0" Q o' 7 0„ Architect of Record: r _ __ ILEVEL 2 SAAC - RA E LEVEL 2 / ' 29, 4„ ° 11575 Main Ba iew Road � 29 4 o yV T Southold, NY 11971 x N \ Contact; Ilsaac Clay Coffey NYS LICN039767 Z \ co a /' \\ o ° T. 347-2/6-6093 E. clay @isaac-rae.com \ LU ,- J / \ - O Project: EQ EQ 8555 MAIN BAYV I EW \ 8555 MAIIN BAYVIEW ROAD w SOUTH0LD NY 11971 0 0. UJI \\ \\ Project No.: W _ LOEWEN DIRECT SET PICTURE WINDOW IR-02 a \ \ , LOEWEN DIRECT SET PICTURE WINDOW 0 \\ ih M EGRESS DOOR FOR BEDROOM n CO W \ Seal/Signatulre: FIXED GLAZED OFFSET FIXED GLAZED \ / = PANEL PIVOT \\ PANEL LOEWEN OUT�WI Ff ItNCH DOOR M M o _ LEVEL 1 ILEVEL� _ LEVEL 1 LEV L 1 20' - 4" 20 - 4 20' - 4�� 20' - 4„ n DO R A&B ELEVATION n DOOR C ELEVATION o 1/2" = 1'-0" 1/2" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" ,��YtD A'RC n INDOW B ELEVATION n WINDOW A ELEVATION Ln W ' ' (S� n✓1 xo o in �C- w - - - --- - - - - - - - - - - - -- - - - - - - - - - - -- - -- - ---- - - -- -- - - - - - - - - - - - - - 7,0„ d1`�1� a 3' 0 3/8" DOOR A&B 4' 0" 3'-0" ELEVATION 8 A 501.00 ELEVATION 6 7 0 WINDOW A Date: Scale: / - 3 ELEVATION'='' As NOTED WINDOW B ` n ELEVATION 4 - Drawing Title:: _ A 5\ 01.00 ® A-501.00 WINDOW DETAILS CY)T - - - - - - - - - - - - - -- - - - - --- - -�-- -- -- - - - - - - - - - - - -.- - - - --- - - - - - -- - - - co .00 Drawing No.: N DOOR C PLAN n WINDOW B PLAN rn _ 7 DOOR A & B PLAN " - " „ = ,- „ n - PLAN r- 1/2 - 1 0 1/2 - 1 0 1/2" 1/2 - 1 0 i NOTES 2 4 DRAWING ISSUE -502.0 -502.0 NO. DATE ISSUED FOR 1 05/03/2022 SUFFOLK COUNTY REVIEW 3 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 -502.0 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 4 5 6 EQ EQ EQ LVL RIM JOIST TO FRAME OPENING W U. Ln Z 0 w 2X6 WALL IL W ROOF _ _ _ _ _ _ _ _ROOD - ' ' ;` THIS APPILICATION IS APPROVED ONLY FOR WORK m33' 4" �® 33' - 4" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1= TO BE COINSIDERED AS EITHER BEING APPROVED OR IN U ACCORDANCE WITH APPLICABLE CODES. w _ ; 0 -502.0 x Consultants: Cr — — — — — — — — — — — LEVEL 2 — — — — — — — LEVEL 0 29' 4 � 29' - 4" UJ ? — Cr Z 0 SLIDING POCKET DOOR TO PRIMARY BEDROOM 0 3/8-' — V-1 1/2"1— -T-0 1/8"= —_ IIP 0 a w 0 W 1� n STAIR SECTION 2 af � (� J 1/2" = 1'-0" . Architect of Record: 0 `J1�Jt ��, 1N \ 10 1/2'10 1/2"'10 112"10 1/2"10 1/2"10 1/2"10 1/2" 3'-3" IL L 0 "`111 2X6 FRAMED PARAPET WALL/HANDRAIL I V,/'�AC - RA E o 3/4"WHITE OAK 11575 Main Bayview Road z i` FLOORING Southold„ NY 11971 a FINISHED TO MATCH x _ _ LEVEL 1 PROPOSE-D LOOS LEVEL 1 C7 aKx 20' - 4" 20 - 4" Contact; Isaac Clay Coffey F (2) 15 7/8"LVL NYS LIC#039767 2 4 T. 347-2716-6093 E. clay@isaac-rae.com z / 502.0 -502.0 TIMBER POST BELOW rl rl A 77 = 2X12 STRINGER 3 PER FLIGHT Project: — T-3 3/4" 10 1/4"10 1/4"10 1/4"10 1/4`10 1/4"10 /4"10 1 4"10 1/4"10.1/4'10 1/4"10 1/4"1-0 1/4"10 1/4" _ — — — _ _ 3/4",�,,,,TE oAK—� _ GARAGE r GARAGE LL ORING — — 17' - 0° 1T - 0" 8555 MAIN BAYV I EW 0 FINISHED T 0 MATCH— EXISTING '� - _� EXISTING � PROPOSED FLOOR— - -v- 15'-6 3/4" 8555 MAIIN BAYVIEW ROAD LLI = _ _ BASEMENT _ _ _ _ _ _ -^- BASEMENT SOUTHOILD NY 11971 _ __ • M 15' - 83/ — —CXX I — 15 - 83/4 c? _ r w -- - - - - -- - - - ^ " Project No.: 2X12 STRINGER 3 PERi A - - - - - - - - -- - - IR-02 FLIGHTf TIMBER COLUMN TRIMED IN 314"POPLAR a r Z =• - . � • — - Seal/ g atur e LU - $ — 8 I w � 5'-0" -d - 17 19 I� T -- - -- -- - - - - - - - o cV I-I I I- I I II - - - - - - - - - - - - - - - - - - t7u - i I I r " ` II , tq - - - - - - - - - - - - - - - - - - - - - - - -- I 1 I I II I fh - -- - - - - - -- - - - - - - - -- -- - - - co 15 111 II I + G -«� 2X6 FRAMED ARAPET WALL/HANDRAIL I I I - - — — — — — — — —— —— — — — N — c4 i4 1 1 12 Cr - - o - - - 502.0 • � — r _ e r T - - - - - - - - - - - - -- - - --- -- - - - - - - - -- -- - - - - 1� / = 3 I 113 I c = — I I I s Z _ V11 NK I I �14F114 - - - - ---- - - - - - - - - - - - - - - - - I I I I -- - - - - - - - - - - - - w0 = I J li I 115 I - - - - - - - - - - - -- - - --- -- - -- - - - - - - - -- - - - - - - - " III- - � - _ _ —BASEMENT LEVEL _ BASEMENT LEVEL L_� — 7' - 0 3/4" 1=1 11= 7' - 0 3/4" Date: Scale: a _ AS NOTED • - _, ,_ . - - r_, , , . , _ _. _ _ _ _ _, - k - - • - •- - - • ' ;, . . 4" _ Drawing Title:; G c- STAIR DETAILS d- " 3'-0 3/8" V-1 1/2" 3'-0 1/8" 0011111 0 Cy Drawing No.: N N 4 STAIR SECTION 3 STAIR SECTION 1 � 1/2" = 1'-0" � 1/2" - 1'-0" n STAIR DETAIL PLAN N 11 Ae502000 i ram NOTES { - C 'fi : DRAWING ISSUE Y I y k.':+�¢i.�:�o-ab�,-d `'>' •:`�.4x t -;� ;'a•�<'` ( y, � � f r"; ';:Q��6yY ``e' it "�`,��a,E�`\`t*,�z:, NO. DATE ISSUED FOR Z I -� I- _, at , •'`',x�r i `� I "+, -' ;knv.''`; >'?n»^, cif p ,:�, t°lt:>"a 05/03/2022 SUFFOLK COUNTY REVIEW �s3 ti, .g1 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 i .�V3\• Fri.-- ,�! T_ y E - :Sr,P. P, .y'•F" V 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 YEE,>9- � M1� �,d- ?� 6 ROOF _ROOF I _ ,•... , ,, ,. �.'°Nn'' - .b'^""?N$"'.rv,s' „i-ty`t>.�,y.,:..>..J. g ;\��".`.;t ra � °: 'v. •,_`,` g. � :i .:z-�> '� 'q;: }} "'" ,Fr tad .E; �: ���� Y F` �c, 1, ,3\ M It iggf i>atR�.=,t. ",' ..x '♦��=.a e•' :;��:. �t`z:.�. -�,::',y +«., ;,x�M. �... -s. kt S•y,.�'•� t `p\��, 1�`� :.fi:� `.Y.�"gg°",.y _ :ag�, ne 2.>°�x•� _ „�'�'tp P ."� ,\�,� \Q>\. ar' _ w 'K 'f gs .. RI IS _ ti a. scs VE LEVEL 2 l x � .- 8' 11 3/4" LE L 2 _ ,.;,_ :R ;°,� UJ 1 1, � 11 `��.•i '+;, .�a ;a�:[771 u.w-,...-4 29 - 4 ; : -i � ' I _ ,p' :?°&fin', 4«`i' a d�� � '`����•a, QQd lf') / _i a �, I •E. .n.'' ri, „.�P,�a„q,r .w,y«e:Fr.t:,1,. •� `. °"'\,,;3 aC. LL O N C-07 // fl d \ vF C, Id \ �E a,, a u \, r\ "� ''" to r / ,oQ % ;'v;. ',;' .'' - ;disc= 4t, THIS APPLICATION IS APPROVED ONLY FOR WORK " \, c•� , .;. p INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL Cr T / :11�. ac \ OTHER MATTERS SHOWN RE"°`'. °:.:. e : a: : '., %• SS 0 A NOT TO BE RELIEDUPON, P «k H a .Y€ A Y v\ ry.�' aAska;,c ,U' t, T BE CONSIDERED'�;`•, 0 CO S ERED AS EITHER BEING P G APPROVED OR IN • t x ::2 > ''.'.. \ - r .P. ':@gad J F ,,: a ?\e �. �-' <'- � ,' ! .: . :' \ '�-='i' <>�:. ,.�' �.. ACCORDANCE WITH APPLICABLE \,. � AT � ��� \��,a\ : ., a:� . �, > CODES. .,KKK - .>\'. .?5^ .A• ,� I. T g. \.,4r'LU � ' t: a � r � ,,{, =i le ^_�( <�' p r �+ � „1p 't�'�ae ' MILE P, x.at :r- s,s �� ¢ 1"Sr.. :s\ r.. \\x •� :;T:'a�,.0 ,^y.'" x.�'i<.^a.a .`4' ...\ .:�.-�A`'�, � :.��" '�'d:� � ..::� `:���_'..:�;^m ��< ..• � Consultants: C`� \ .,�.-, .Y` °"°ra+^' s..� r �'. � ���. �� my°�: a� �, .�`a m+`� ... g.`e ,owr .� �• o� Q 0 OFFICE RENDERING • W LEVEL 1 LEVEL1__ � - 20' - 4" 20' ZT T T T T TF Rt U N OIFFICE 3 - b n OFFICE 3 - d 1/2" = 1'-0" 1 d2" = 1'-0" ' 0 W U 0 0 a PROPOSED BUILT IN MILLWORK CABINET 0 0 z w w cs Q Architect of Record: I SAAC - RAE 11575 Main Bayview Road z TILE SCHEDULE: ; Southold, NY 11971 KEY NOTE - , Contact; Isaac Clay Coffey Z SHOWER WALL TILE: CLE TILE ZELLIGE I WEATHERED WHITE I BEJMAT 2"X6"X3/4"TO BE --_ ICz- O~. T-Ot INSTALLED WITH MINIMAL TO NO GROUTLINES U NYS LIC#1039767 I M w I to U BATHROOM AND SHOWER FLOOR TILE STONE SOURCE BASALTINA:STONE TILE 12"X36"6MM HONED RUNNING Lu T. 347-27Ei-6093 E. clay@isaac-rae.com Q T-02 BOND PATTERN NO GROUT TO BE SEALED WITH FILA FOB TILE AND STONE SEALER U 4 OFFICE 3-b y@ Z I LLL LL ci O O 2 -503.0 - UJI cam, 3 OFFICE 3-d Project: — ROOFU. 8555 MAIN BAYV I EW DIRECTION OF WOOD FLOORING 8555 MAIN BAYVIEW ROAD o CONSTRUICTION NOTES: SOUTHOILD NY 11971 0 0- W KEY NOTE Project No.: w C-01 PROP09SED LINEAR HVAC SUPPLY ANEMOSTATFF-BW1-1000R APPROVED EQUAL PROPOSEDAHU IR-02 I Z C-02 PROPO9SED 6"BASE Seal/Signature: LLI C-03 PROPO9SED WINDOW INTERIOR TRIM TO BE 5/4 POPLAR PRE PRIMED AND SHOP PAINTED TO MATCH WALL COLOR w_ C-04 PROP09SED CURTAIN WALL SEE WINDOW SCHEDULE Cr C-05 PROP09SED WHITE OAK FLOORING FINISH WITH TWO COATS BONA NORDIC SEAL &TWO COATS BONA HD 00 LEVEL 2 MATTE POLY L0 29 — 4 N C-06 INTERIOR DOORS TO BE PRE PRIMED AND SHOP PAINTED TO MATCH WALL COLOR C-07 PROPOSED WALL CABINET WITH SLIDING DOORS.DOOR HARDWARE TO BE HAFELE HAWA 80 SOFT CLOSE O CQ J N C-08 PROP07SED LOCATION OF AHU FOR HALL&OFFICE AND MUDROOM ZONE It C-09 GLUE LIAM ROOF RAFTERS TO BE FINISHED WITH 2 COATS OF BONA NORDIC SEAL W H TILE W AALL FINISH SEE SPECIFICATION SHEET Y 0 C 10 WHITE OAK BENCH Z C-11 TILE FLOOR FINISH SEE SPECIFICATION SHEET I NOF N C-12 PLUMBIING FIXTURES SEE SCHEDULE p g J 0 o PR POSED i \\\ p - MUC0DOM4- J LU \\ J MI WORK I Q D RS I O I U � PR POSED I Date: Scale: M ROOM - MUDROOM 4- AS NOTED BE CH I o /� a Drawing Title: ELEVATIOIN LEGEND: OFFICE DETAILS M / O �.;, NEW PPROPOSED WOOD FRAMED WALL TO REPLACE EXISTING WALL I '� �,` I / NEW PPROPOSED VERTICAL CLEAR CEDAR 6"X 3/4"RAIN SCREEN SIDING N � 7777 ..................... CEDAFR SHINGLE SIDING 18"PERFECTIONS W ITH 4"EXPOSURE � -> ,•- - ,- Drawing No.: o LE_VEL 1 CC\I FACIA/'TRIM BOARD ' ,1 ti 0 , 20 - 4 � N STONE''.VENEER WALL 6'_6" 17'-0" CONSTRUCTION NOTES INTERIOR A- 503mOO ELEVATIONIS OFFICE - 3 a n OFFICE / MUDROOM DETAIL PLAN 1/2" = 1'-0" 1/2" = V-0" 1/2" = V-0" NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1. 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 4 5 6 _ ROOF ROOF _ _ _ . _ ROOF _ ROOF d1 — — — — _ROOF �f1 — — 33' - 4" — — — —33, - 4" 33' - 4" 33 411 33' - 4" V -.tom FIXED GLASS Q - - - - - - - - -Lu - - - - - FIXED GLASS PANEL FIXED GLA SS PANEL Q LEVEL LEVEL 2 - - LEVEL 2 E 2 LEVEL 2 LEVE o - 2 4- 2 4 2 9 4- 9 - - - 2 4 - 4 - - 29 - - - I \ I LLI I - - - - THIS APPLICATION_ - IS APPROVED ONLY F R WORK - - - 0 - - - INDICATED ED ON THE APP LICATION SPECIFIC ATION SHE ET.ET. ALL 0 HE NAATTER H W SS 0 NAREN T 0 TO BE RELIED P N U 0 OR F- - - - - - T B 0 E CONSIDERED A S EITHER BEING - - G APPROVED OR IN ACCORDIAN E a - - - C WITH APPLICABLE D / \ CO ES. x - - - i Q. \ \ _ / \ �T E-FT iS =TltE-�•NI•S F i - / \ \ - - - - - - - GLASS , - R 2' 9 NT S WERD00Ro „ - - - Consultants: / - LA D- - - GLASS DOOR / ;o•o \ - O 0 \ 0 A LEVEL 1 _ LEVEL 1 _LEVEL 1 _ LEVEL 1 — L Cr 20EL4" — 20' - 4" 20' - 4" a- : 20' - 4" p 20' - 4" 0 w 0 0 n Elevation 1 - b ,, Elevation 1 - d w n Elevation 3 - b Elevation 3 - c 1/2" = 1'-0" - 0 7 Elevaticon 5 - a 1/2" = 1'-0" 5 = 1'-0" 1/2 = 1 0 0 z w w a Architect of Record: 0 TILE SCHEDULE: o I SAAC - FAA E 2 KEY NOTE 11575 Main Bayview Road SHOWER 1 W ALL TILE: CLE TILE ZELLIGE I WEATHERED WHITE I BEJMAT 2"X6"X3/4"TO BE outholdl, NY 11971 Z_ T-01 INSTALLEED WITH MINIMAL TO NO GROUTLINES N_ = BATHROODM AND SHOWER FLOOR TILE STONE SOURCE BASALTINA:STONE TILE 12"X36"6MM HONED RUNNING ~ T-02 BOND PAT17ERN NO GROUT TO BE SEALED WITH FILA FOB TILE AND STONE SEALER Contact; II saac Clay Coffey Z - NYS LIC#039767 H I a ROO T. 347-276-6093 E. clay@isaac-rae.com 33' - 4" 1 1 6'-6„ _ _ I I Q I I Project: CONSTRUCTION NOTES: L8555 MAIN BAYV I EW o - KEY NOTE ___ '+`'` " ( I 8555 MAIN BAYVIEW ROAD d C-Ot PROPOSEED LINEAR HVAC SUPPLY ANEMOSTAT FF-BW 1-100 OR APPROVED EQUAL :"`~* ,'., I I SOUTHOLD NY 11971 d C-02 PROPOSEED 6"BASE i 1'2" 2' 10" I 2'-4" 3'_0' 1.4, 1.6, 1, 6„ 6" 4 7,. 6., w _ LEVEL I I Project No.: F C-03 PROPOSEED WINDOW INTERIOR TRIM TO BE 5/4 POPLAR PRE PRIMED AND SHOP PAINTED TO MATCH WALL COLOR - - - - - - - - ' 29' - 4" I I IR-02 Q LLI C-04 PROPOSEED CURTAIN WALL SEE WINDOW SCHEDULE Z C-05 PROPOSEED WHITE OAK FLOORING FINISH WITH TWO COATS BONA NORDIC SEAL&TWO COATS O w BONA HD Seal/Signature: MATTE PCOLY , w F C-06 INTERIORi DOORS TO BE PRE PRIMED AND SHOP PAINTED TO MATCH WALL COLOR no O C-07 PROPOSED WALL CABINET WITH SLIDING DOORS.DOOR HARDWARE TO BE HAFELE HAWA 80 SOFT CLOSE P/� to C-08 PROPOSED LOCATION OF AHU FOR HALL&OFFICE AND MUDROOM ZONE / w GLUE LAhM ROOF RAFTERS TO BE FINISHED WITH 2 COATS OF BONA NORDIC SEAL / - -- - -- - - - - -- - _ I C-10 TILE WALL FINISH SEE SPECIFICATION SHEET Ln 0 C-11 TILE FLO)OR FINISH SEE SPECIFICATION SHEET / 1 2 Elevation 1 -c o 0 w C-12 PLUMBIN4G FIXTURES SEE SCHEDULE // I W W N o I I ROBERN MIRROR CAB. I I 4 (�4.0 3 W W 0 `\ I 1 I 1 I 5 504.0 7 OP N z - - -- - - - - - - --- - >_ z -' - - - -® - - - Elevations a 0 \ 1 T-o2 6 Elevation 3 b o \ PROPOSED STONE VANITY WITH I \\ STONE SHELF BELOW 1 \ SHOWER BENCH . BASAL TINA STONE ELEVATION LEGEND: \ TILE FLOOR FINISH Date: Scale: - - AS NOTED 2 \'• NEW PRROPOSED WOOD FRAMED WALL TO REPLACE EXISTING WALL \\ LEVEL 1 Drawing Title!: 0- NEW PRROPOSED VERTICAL CLEAR CEDAR 6"X 3/4"RAIN SCREEN SIDING a • • 20' - 4" PRIMARY BATHROOM DETAILS N 7 CEDAR!SHINGLE SIDING 18"PERFECTIONS WITH 4"EXPOSURE C7 CV FACIA/TrRIM BOARD r� T N ��'J STONE VVENEER WALL - Drawing No.:; CD CONSTRUCTfION NOTES INTERIOR PRIMARY SUITE / POWDER ROOM rn ELEVATIONS r, Elevation 1 - c n DETAIL PLAN 1/2" 1' 0" 1/2" - 1' 0" 1/2" - 1' 0" AL- 504000 NOTES RCrP & ELECTRICAL NOTES: KEY NOTE E-01 PROPOSED ELECTRICAL SUB PANEL DRAWING ISSUE E-02 PROVIDE CABLE&CAT DATA LOCATIONS IN ALL ROOMS ADJACENT TO OUTLETS N0. DATE ISSUED FOR E-03 PROVIDE POWER IN THIS LOCATION FOR FUTURE AUTOMATED SHADES E-05 PROVIDE GENERAL TASK DOWN LIGHITNG IN ALL ATTIC AND CELLAR SPACES E-06 PROVIDE SMOKE/CO2 DETECTORS PER IBC NYS 2015 CODE 3 4 E-07 PROVIDE CIRCUITS FOR EXTERIOR LANDSCAPE LIGHTING E-08 LUTRON HOMEW ORKS AUTOMATION SYSTEM 6 E-09 ELECTRICIAN TO PROVIDE OUTLET PER NYS CODE 8 E-10 ALL PROPOSED FIXTURES ARE 100%LED 9 ELIECTRICIAN TO VERIFY THAT ALL LED LIGHTING IS COMPAITIBLE WITH DIMMERS 10 11 12 RCP & ELECTRICAL LEGEND AWING REVISIONS PROPOSED LINEAR LIGHT INTEGRATED INTO BEAM TYPE F OR CABINETRY TYPE E DATE REVISION O SD/CO SMOKE ALARM/CARBON DIOXIDE DETECTOR 1 2 (DIP PENDANT LIGHT 3 O,A RECESSED DOWN LIGHT TYPE A 4 =1 S 2 X 6 SURFACE MOUNT 5 6 (f� (0 W WALL MOUNTED 7 8 ®� 9 BATHROOM EXHAUST FAN TYPE G 10 11 CD 12 SINGLE POL DIMMER SWITCH THIS APPLIICATION IS APPROVED ONLY FOR WORK �3 INDICATED)ON THE APPLICATION SPECIFICATION SHEET. ALL THREE WAY SWITCH LIGHTING FIXTURE SCHEDULE OTHER MA'LTTERS SHOWN ARE NOT TO BE RELIED UPON,OR I TO FIXTURE TYPE MANUFACTURER MODEL NO. COLOR/... QUANTITY LAMP AC BE CONSIDERED ANCE WITH AS EITHER BEING APPROVED OR IN 3D THREE WAY DIMMER SWITCH A RECESSED CEILING ELEMENTAL ELEMENT ENTRA 3" LED ADJUSTABLE WHITE LIGHT LIGHTING DOWNLIGHT DUPLEX OUTLET B SURFACE MOUNTED RAB LIGHTING GUS JR LED WRAP WHITE 20W L:1 LED LIGHTING Designer: CABLE/DATA LOCATION C RECESSED BATH FAN PANASONIC WHISPERFIT WHITE MODEL:FV-08-11VF5 I /� AAC - RAE (GFI 430 MAIN STREET GREENPORT NY 11944 GROUND FAULT PROTECTED OUTLET NOTE:ELECTRIC RISER, ELECTRICAL PANELS AND ANY OTHER CONDUIT INCLUDING THE INTERCOM& TELEPHONE WILL NOT BE AFFECTED BY THE PROPOSED MODIFICATION T. 347-276-6093 E. clay@isaac-rae.com EFRj APPLIANCE OUTLET NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE Applicant of Record: CONSTRUCTION NOTES RCP 1/2 = 1�-0„ w W FO � I i I i O ' q I � � I � OA O A O A, A / O A ALL DESIGINS AND OTHER DISCLOSURES SET FORTH HEREIN O OA O A O q a' ARE THE PIROPERTY OF ISAAC-RAE LLC ` I , IN ACCEPTIING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, 94 DROPPED CEILING ` I , WITHOUT THE EXPLICIT WRITTEN PERMISSION OF I \ I ISAAC-RAE!LLC OA I P I , I Project: OPEN VAULTED CEILING /111111111A OPEN VAULTED CEILING \ / 1001, 13 8555 MAIN BAYVIEW _ SD/CO O I O q I P O OF 8555 MAIN BAYVIEW ROAD O I O A O A SOUTHOLD NY 11971 1 1 04 DROPPED CEILING i' \♦ Project No.: p IR-02 Seal/Signature: / O A SD/CO SD/CO i o DROPPED CEILING / Oq OA CA Oq OA d W a —1— -I- O A ,' \ i OA (PA OA OA SD/CO Oq ' s 777 (DA O DROPPED CEILING S S Date: Scale: AS NOTED O A O A Drawing Reflected Ceiling Plans Drawing No.: CM N O PR(OPOSED GROUND FLOOR RCP 2 1 PROPO>SED BASEMENT RCP E - 002m0A06' mz' i NOTES DRAWING ISSUE 1!777-1-11 ' NO. DATE ISSUED FOR • 1L TECH LIGHTING • I w dlrCleC1510r1S Weights & Accessories 2 14/01/202 SH Town DOB Filing r / g �� !erFi E 1 3/15/202 SH Town DOB FilingFV- 3 4/15/202 Engineering Dept. VENTILATIONAN ° Y e I'�F: "':,�'®f►-.. ,» °*4 1 tail ee-Rsl \ e GUS JR 2 ft V Hoo€ Specification Submittal Data/Panasonic Ventilation Fan 3"or4'Duct 4 15/26/202 Engineering Dept. The ELEMENT Entra 3"adjustable LED downright offers a cost-effective alternative to meet residential 0 5 and commercial specifications on budget-sensitive projects.Custom engineered for high performance and Weight:5.1 lbs. c VHOOKCUSJJR Description: warranty reliabiiityb ELEMENT Entra is easy to configure with a complete feature set that offers flexibility without ° Ventilating fan shall be low sons calling mount •ALL Parts:For period of 3 years from the date 3" 6 rated for continuous operation.Fan shall of the original purchase,. 7 an overwlhelming list of options.Entra LED modules are available in High or Low Output,with 4 color 21re be ENERGY STAR®rated and certified by the Architectural Specifications: 4' 8 temperatures and include 20",40"and 65"interchangeable optics with hot-aiming(30°tilt;359°rotation). 61 mm Home Ventilating Institute(HVI).Evaluated by / L the Underwriters Laboratories and conform to Ventliatlon fan shall be ceiling mount,ENERGY ' 9 Flanged(or flangeless(includes mud plate),round or square,flat or beveled die-cast trims in Silver and a 24v2" both ULand CUL standards, STARO rated with built-in speed selector.Select sue• ✓ 10 paintable White finish.Remodel installation also available with same performance and trim options. 621bmm 6.3/4' Motor/Blower. from 80/110 CFM and no more than 0.3/0.8 / �> 11 sone as certified by the Home Ventilating Y 170 mm •Four-pole totally enclosed condenser AC Institute(Wi)at 0.1 static pressure in inches \-' `" 12 0 o motor rated for continuous use. ra, • Hot-airming(30 tilt;359 rotation) water gauge(w.g.) • FlangeadorFlangelessCeilingAppearance •Fan ventilation rates shall bemanually more • Flang`idorFl and ngelechaeilingApngeable pearanllincluded) adjustable for 80or110CFM. CFMandno5w,g. owerCnsmption shape DRAWING REVISIONS •Power Rating shall be 120 volts and 60 Hz. by HVI at 0.25 w,g.Power Consumption shall be V no greater than21.1/26.5wattsat0.1w.g.and �^a NO. DATE REVISION •Fan shall be ULand cUL listed for tub/shower • Acceprts2opticalcontrols 20.7/26.4 watts at0.25w.g.ENERGY STARD >, enclosure when GFCI protected. • Warm Color Dimming3000K-1800K •Motor equipped with thermal cutoff fuse. rated with efficiency ofno less than 3.8/4.2 • 3-step color binning •Removable,permanently lubricated,plug-in CFM/watt at0.1w.g.and 3.5/4.00FMAvattat 2 motor. 0.25 w.g.Duct diameter shall be no less than 4' Housing-pro shall be total(3'If using the included ienclosed,dduct adapter).The motor '`/ 3 SPECIFICATIONS pole 4 Q •Rust proof epoxy and polyester resin coating, type engineered to run continuously.Power 08 11 VF5 4 26 gauge galvanized steel body. rating 5 aue g shall be 120v/6pHz.Housing material shall •4'diameter duct with optional 3'adapter be no less than 26 gauge galvanized steel with See Following Page for Performance Curves 6 Gal..)S JR 4 ft Included. rust roof and polyester resin coatis P epoxy P y 9• DELIVERED •Built in backdraft damper. 7 OELIVEREm LUMENS 1311 960 925 795 Weight:9.0 Ibs, � Fan shall be ULand cUL listed fortub/shower r......_. _. ......_. •Articulating and expandable extension bracket enclosure when GFCI protected.Fan can be 8 WATTS 18 12 t8 12 \\ up to 24. used to comply with ASHRAE 62.2,LEED, 9 EFFICACY 73 82 49 59 Grille: ENERGY STAR®IAP,EarthCraft,California 10 ��, •Attractive design using Poly T€tle Pro material. ,and WA Ventilation Code CRI 90 r- 47 3/4" •Attaches directly to housing with torsion springs. 11 20°-4994 2 1/2• 61 mm 1211.6 mm 12 CBCP(AT33000K) 40•-2544 L 65°-1091 - QNS 2700K,3004K,3600K,400eX,warm color Dimming(3000K-1senK) 110 CFM Setting 80 CFM Setting THIS APPLICATION IS APPROVED ONLY FOR WORK CCT OPTI 6.3/4• Specifications:WhisperFite EZ FV-08-1 VF5 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL COLORCO)NSISTENCY 3-Step 170mm actDuct 4"Duct 3"Duct _...:........ ._ •., OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR VOLTAGE Universal 120V•277V Static Pressure in inches w.g. 0.1 r 0.1 0.1 F2O. 0.1 vri' TO BE CONSIDERED AS EITHER BEING APPROVED OR IN DIMMINGS* TRIAL,ELV or 0-10V(all standard,down to 5%) Air Volume(CFM) 110 104 /00 88 80 70 61 POWER SUPPLY Constantcurrentdriver with+.9 power factor and>87%efficiency Shown in flangeles5 bevel square Noise(sones) 0.8 1.2 1.3 1.5 0.3 0.5 1.1 OPTICS 20°,40°,65°(all included) Power Consumption(watts) 26.5 26.4 26.4 25.9 21,1 20.9 20.3 Ventilation Fan ADIUSTABBiLITY 0-301 tilt,3591 rotation Characteristics Energy Efficiency(CFM/Watt) 4.2 CO 3.9 3.5 3.8 3.5 3.5 3.2 Specifications (RPM)CEILING AAPPEARANCE Flanged or Flangeless(Both accommodate V2•to 1 ceiling thickness) � Speed RPM 961 1179 1215 1369 �848±1123 1W5 1236 Consultants: (HVI Certified Data)CEILING AAPERTURE 4'ceiling cutout Current(amps) 0.23 0.23 0,22 0.22 17 0.17 0.17 Surveyor: HOUSING IC Airtight,Chicago Plenum.IC suitable up to R60 spray foam insulation. GUS JR 20W(2 ft) GUS JR 27 f(4ft) GUS JR 40W(4 ft) MAX.Current(amps) 0.23 0.23 0.18 0.18 David Fox Housing:Heavy gauge Color Temperature 5000K 4000K 3000K 5000K 4000K 3000K 5000K 4000K 3000K Y g Power Rating(VMz) 121l60 220/60 120/60 120160 CONSTRUCCTION Trims,Die cast aluminum Input Watts 22 22 22 27 27 27 40 40 40 Fox an Surveying ENERGY STAR rated YES YES YES YES Housing:Black powder coat Output Lumens 2532 2620 2527 3543 3547 3368 4671 4834 4662 64 Sunset Avenue FINISH Trims:silver,White(paintable) Lumens Per Watt 116 120 114 131 130 126 117 121 116 0.25=1nstalledPerformance Westhampton Beach, NY 11978 GENERAL 1 LISTING ETL listed.Damp Ifsted.shower version Wet Iisted.Energy Star. Color Accuracy(CRI) 82 82 83 83 83 83 82 82 83 For complete Installation Instructions visit us.panasonic.com/ventfans CALIFORN41A TITLE 24 Registered CECAppliance Database.Can be used to comply with CEC2019 Model Quantity Comments Project: Structural Engineer: Title 24 part 6 OA8-2016,1A8-2019). LEDLiFETrIME L70:50,040bows Alex pyrOlU WARRANITY** 5years Ordering information Architect: AES Enginleering Sent hig31 mg.com n dimmermmna Engineer, 630 Fifth Avenue, Suite 2000 Y *`Visit tecM4ghting.com for specific warranty limitations and details, New York, New York Accepts twco optical controls and an optional trim-mounted lens. Product Family Length Wattage ColorTernp Finish Voltage Control Options C ;i ns Contractor. Data in chanrt reflect 3000K{90 CRI values unless noted. �-• F �a U E Submitted by: � Date: 2 2 feet 20 20W(2 ft) 850 5000K W White U 120-277V,0.10V Dimming Blank No Optcm IBlank No Option Panasonic Eeo Solutions North America 4 4 feet 27 27W(4 ft) 840 4000K /LC Lightcloud•Contioller dE2 120 277V Battery Backup* Eeo Products Division 40 40W(4 ft) 835 3500K irrw Through wire Option Two Riverfront Plaza 'Onyamiloble in 4FT(17W,40K9 Newark,NJ 07102 us.pa nason ic.com/ventfans ............_....._................._..._-.__.._.........................__.._.._..._ _.____......................._._........ . ...._...................__._._......................................._-.._...._...... .._.. -._-... vi, a 4l us anaso is tech lighting.com Architect of Record: SAAC - RA E 430 Main Street 2nd floor Greenport NY 11944 LIGHTING FIXTURE SCHEDULE Contact; Isaac Clay Coffey R.A. FIXTURE TYPE MANUFACTURER MODEL NO. COLOR/... QUANTITY LAMP NYS LIC#1039767 RECESSED CEILING ELEMENTAL ELEMENT ENTRA 3" A LIGHT LIGHTING LED ADJUSTABLE WHITE T. 347-27(6-6093 E. clay@isaac-rae.com Isaac-rae.com DOWNLIGHT Project: B SURFACE MOUNTED RAB LIGHTING GUS JR LED WRAP WHITE 20W LED LIGHTING 8555 MAIN BAYV I EW MODEL: 8555 MAIN BAYVIEW ROAD C RECESSED BATH FAN PANASONIC WHISPERFIT WHITE FV-08-1 SOUTHOLD NY 11971 Project No.: _ NO)TE:ELECTRIC RISER, ELECTRICAL PANELS AND ANY OTHER CONDUIT INCLUDING THE INTERCOM& IR-02 TELLEPHONE WILL NOT BE AFFECTED BY THE PROPOSED MODIFICATION Seal/Signature: NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO)BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE �r 3976� �Q F OF NEB Date: Scale: AS NOTED Drawing Title: o- ELECTRICAL CUTS T C+') N T - cr) Drawing No.: N O N LZ -, 003 O ' T i NOTES STRUCTUAL NOTES: KEEY NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD DRAWING ISSUE DENOTES SIMPSON HD10A HOLD DOWN AT ENDS OF SHEAR WALLS N0. DATE ISSUED FOR �j DENOTES COLUMN UP FROM THIS LOCATION 1 DENOTES COLUMN THROUGH AT THIS LOCATION 3 4 5 6 SPREAD FOOTING SCHEDULE : 7 s MAARK SIZE(LxWxD) REINFORCING REMARKS F'1 24xt8 #5 BARS @ 8"O.C. WALL BEARING FOOTING EA.WAY TOP&BOTTOM 11 F 22 24"x 18" #5 BARS @ 8"O.C. ISO.SPREAD FOOTING EA.WAY TOP&BOTTOM 1 Fs 24„x 1=EA#5 BARs @ 8"O.C. GARAGE WALL FOOTING DRAWING REVISIONS .WAY TOP&BOTTOM NO. DATE REVISION 1 2 (COLUMN SCHEDULE 3 MARK SIZE(LxWxD) TYPE REMARKS 4 5 5X5X1/2" HSS ASTM A36 BASE AND TOP PLATE TO BE SC-1 COORDINATED WITH FABRICATOR 7 8 SC-2 (4)2X6 WOOD ISO.SPREAD FOOTING 9 10 11 12 IHEADER SCHEDULE : THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL M/ARK SIZE(LxWxD) TYPE REMARKS �' -_ _ - _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN FH 1 (2)1.3/4 X 15 7/8" LVL WITH FABRICATORASE AND OPPLATE TO BE COORDINATED FH-2 (2)1.3/4 X 11 7/8" LVL FH-3 (2)2 X 10" DOUGLAS FIR#1 2X KING STUD 2X JACK STUD —___— — Designer: — — r WALL SCHEDULE : . Q = _____ _ I SAAC - RA E ,SHEATHING SCHEDULE : - ----- MAARK LOCATION THICKNESS NAILS NAIL SPACING MARK LOCATION TYPE COMMENTS 430 MAIN STREET GREENPORT NY 11944 ADVANTECH 23/32 PERIMETER INTERMEDIATE 12"REINFORCED #5 REBAR BOTH WAYS SEE T. 347-276''6093 E. clay�isaac-rae.com FW-1 FOUNDATION CONCRETE SECTION :SH 1 FLOOR STRUCTURAL 1 10D 4"O.C. 12"O.C. ____---_- 1/2"STRUCTURAL GRADE 2X6 WALL 16"O.C.INTERMEDIATE d ZIP 5/8 STRUCTURAL 1 EX.W-1 EXTERIOR T&G PLYWOOD BLOCKING AS REQ. ,`4'-4 7/8"' :SH-2 WALL 10D 4"O.C. 12"O.C. ..a _ Applicant of Record: :SH 3 ROOF ZIP 5/8 STRUCTURAL 1 10D 4"O.C. 12"O.C. LW-1 INTEIROR 2X6 DOUGLAS FIR#1 INTERMEDIATE BLOCKING AS _ REQUIRED '6'-4 1/8" - STRUCTURAL NOTES ; . 1/2" s'=2" ';71/2 _ 1/2 1 0 (� H-4 DROP CONCRETE STEM WALL' 48' 0" C 4"IN THESE LOCATIONS Tq _ . AOCOMODATE-FLUSH DOOR 15'6 1/4" 6'-6" 14'4 1/8" T 0" 4'-9 1/4" I SHEAR'WALL 1 - n _ sILLs'. I" aa,a t:l IL 7' 9 3/8" .d' ----- --- ,SHEARWAIL:1 I 9 ALL DESIGNS AND OTHERDI / 1'-4" ARE THE PROPERTY OF ISAAGRAE LLCS SET FORTH HEREIN z IN ACCEPTING THIS INFORMATION YOU AGREE NOT �' I -4"'CONCRET-E SLAB WITH' 'W.W.F.•6_X6 W1.AxW1,4 '-GOLUMM @TOP�7F- TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, L 1 STEM WALL'. ; WITHOUT THE EXPLICIT WRITTEN PERMISSION OF OVER 4"OF COMPACTED A-B,C.AND; ISAAGRAE LLC I- ,2"OFCLQSED OLL RIDGID FOAM, INSiJLATION_ S EAR AL 1 Project: F- SC-1 1 7' 0 3/4" i, 8555 MAIN BAYVIEW r ,i• • - , 12'0 FOIiNDATION WALL - -, '. , - •- •-'. '. -, •-.' - ,' : . -, ., ,. '. . , ' 8555 MAIN BAYVIEW ROAD ILL -- i _ w I I'' SOUTHOLD NY 11971 v `r �_ T DOC ACCESS-PANELTO' , cal O I •_CRAWL SPACE- -� _ o I Project No.: [C Simpson LUS210 3Z d ' ' - °o `. :.' °° I' a IR-02 F- Triple Face Mount , p• 11 1 QLUMI�I C TOP OF o�° Joist Hanger I - °' STEM WALL, ®a'• = Seal/Signature: •� - - • _ - - c pp (3)1 3/4"X 11-7/8"L _ VL HEADER e1 . ! a d I .d d_.. // d a. •d d LU 1 3/4"X 9-3/4" LVL d w @ 16 O.C. I I DROP CONCRETE STEM WALL ��'C O I COLUMN @TOP OF ( a '• I 4"IN THESE LOCATIONS TO ,��j i O DROPPED FRAMING I ( STEM WALL I LU ACCOMODATE SILLS FLUSH DOOR w FOR FLUSH SILL �+G \ I ` BATHROOM I I I Irr / SHOWER PANJ. _.. ... PROPOSED STEM WALL tS� ' 1 ..__. .. ... COLUMN @TOP OF I P TO V 39,��-� 04 CURED ADJACENT �` EXISTING WALL �` "� STEM WALL F 24'0" I PINTO WALL WITH 12"#5 DIROP CONCRETE STEM WALL 8'-11 5/81, REBAR HORIZONTAL& i �4"IN THESE LOCATIONS TO AICCOPAODATE FLUSH DOOR L — — — — — — — — — — J I COLUMN @ OF VERTICAL EVERY 24"OC '! (3)1 3/4"X 11-7/8"L SILLS I `, ( STEM WALL VL HEADER a- •- i ': •m •; - .' -d�; 4d._ EXISTING FOUNDATION WALL � c� j Date: Scale: 2 0" 2 0" 2'-0" 2'-0" 2'0' 2'-0" 2'-0" 2' 0" AS NOTED j o Drawing Title: - STRUCTUIRAL FRAMING PLANS c;j co 7. 1C. Drawing No.: NPROPOSE-� ND FLOOR FRAMING NEW H AT�X TwG-€XTERIQRWALr---._.—_._._..__..__.__..._._..---.----------_—..__ PROPOSED FOUNDATION FRAMING � PLAN - CONTRACTOR TO COORDINATE WITH ARCHITECT PRIOR TO DEMOLITION 1 PLAN - T 1/411 = 1'-011 1/411 = 11�_OIIS � i 00M00 i STRUCTUAL NOTES: NOTES KEY NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD DENOTES SIMPSON HD10A HOLD DOWN AT ENDS OF SHEAR WALLS �j DRAWING ISSUE DENOTES COLUMN UP FROM THIS LOCATION N0. DATE ISSUED FOR DENOTES COLUMN THROUGH AT THIS LOCATION 1 2 3 4 5 SPREAD FOOTING SCHEDULE 6 7 MARK SIZE(LxWxD) REINFORCING REMARKS 8 Ft 2axte #5 BARS @ 8"O.C. WALL BEARING FOOTING EA.WAY TOP&BOTTOM 10 F2 24"x 18" #5 BARS @ 8"EA.WAY TOP&BOTTOM ISO.SPREAD FOOTING 11 TT F3 24"x 12" #5 BARS @a 8"O.C. GARAGE WALL FOOTING 12 EA.WAY TOP&BOTTOM DRAWING REVISIONS NO. DATE REVISION COLUMN SCHEDULE 1 2 MARK SIZE(LxWxD) TYPE REMARKS 3 4 5X5X1/2" HSS ASTM A36 BASE AND TOP PLATE TO BE SC-1 COORDINATED WITH FABRICATOR 5 6 7 SC-2 (4)2X6 WOOD ISO.SPREAD FOOTING 8 9 10 11 HEADER SCHEDULE : 12 MARK SIZE(LxWxD) TYPE REMARKS THIS APPLIICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL LVL BASE AND TOP PLATE TO BE COORDINATED OTHER MATERS SHOWN ARE NOT TO BE RELIED UPON,OR WITH FABRICATOR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN H-1 (2)1.3/4 X 15 7/8" DANICF WITH APPI ICA H-2 (2)1.3/4 X 11 7/8" LVL H-3 (2)2 X 10" DOUGLAS FIR#1 2X KING STUD 2X JACK STUD Designer: SHEATHING SCHEDULE : WALL SCHEDULE : MARK LOCATION THICKNESS NAILS NAIL SPACING MARK LOCATION TYPE COMMENTS SAAC - RA E ADVANTECH 23/32 PERIMETER INTERMEDIATE 12"REINFORCED #5 REBAR BOTH WAYS SEE 430 MAIN STREET GREENPORT NY 11944 SH-1 FLOOR 10D FW-1 FOUNDATION CONCRETE SECTION STRUCTURAL ] 4"O.C. 12"O.C. T. 347-276-6093 E. clay@isaac-rae.com 1/2"STRUCTURAL GRADE 2X6 WALL 16"O.C.INTERMEDIATE SH-2 WALL 10D 4"O.C. 12"O.C. T&G PLYWOOD ZIP 5/8 STRUCTURAL 1 EX.W-1 EXTERIOR BLOCKING AS REQ. I.W-1 INTEIROR 2X6 DOUGLAS FIR#1 INTERMEDIATE BLOCKING AS Applicant of Record: SH-3 ROOF ZIP 5/8 STRUCTURAL 1 10D 4"O.C. 12"O.C. REQUIRED _ STRUCTURAL NOTES _. , ` Li \ / `\ / H2 \\\ H2 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, i ' \ / 00 ` i WITHOUT THE EXPLICIT WRITTEN PERMISSION OF i \ / N \\ ' ISAAC-RAE LLC I 3"X8" 4 CROS MINA FED DOU 3 S FIR OOF IIA TERS ACED 2 O.C.CE ER RAF I ERS E EEN E EARINC ALLS \\ \\ !! 30'-4 7/8" I j H2 I Project: POSI DOWN O FOU ATION 8555 (MAIN BAYVIEW POST DOWN TO FOUNDATION i \ \ / ) , \ - - - --w--- H2 8555 MAIN BAYVIEW ROAD 1� \ H3 '' 2 \\ SOUTHOLD NY 11971 1.75X15 /8 LVL IDGE B M FIN SIZING'OBE C RDINA D IT UPPLI _ I Project No.: \ I R-02 Ir \ / \ 'zz'/�'.".' Seal/Signature:: \ / H3 I ' \ n - - - - - - - - - H3 ! \ II l 13 1/2" I / I- 130'-4 7/8" H2 CJ G CO ' ,. �Ir H2 I I °' 29'-6" F I I F N� 0 H2 ADO EPDM FLAT ROOF BELOW a �— I I I Date: Scale: I I I I I 2X8 AS NOTED I Drawing Title: STRUCTUIRAL FRAMING PLANS I I I T I I I e) CV 11_l r -T.. _ - _ rT..------___I N I f Drawing No.: O HEADER TO CARRY 2ND FLOOR GROIUND FLOOR CEILING FRAMING AND ROOF LOAD TED n PROPOSED ROOF FRAMING PLAN PLAN4 1/41' = 1'-0" ■ i NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 015/03/2022 SUFFOLK COUNTY REVIEW 2 0)7/25/2022 SUFFOLK COUNTY REVIEW 2 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 4 5 6 fU J J (2)2x6 CONTINUOUS TOP (2)2x6 CONTINUOUS TOP a PLATE PLATE x a U. O Z O CUT EXIST.STUDS TO 2x6 2x6 CRIPPLES @ 16"O.C. CRIPPLES @ 16"O.C. w a Z 2x6 PLATE 2x6 PLATE LIJ THIS APPLIQATION IS APPROVED ONLY FOR WORK 2x6 STUDS @ 16"O.C. 2x6 STUDS @ 16"O.C. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR SIMPSON LSTA24 EA.SIDE 2x6 KING STUD EA.SIDE TO BE CONSIIDERED AS EITHER BEING APPROVED OR IN X 2x6 KING STUD EA.SIDE ACCORDANCE WITH APPLICABLE CODES. W W 2 F WOOD HEADER,SEE WOOD HEADER,SEE 3 FRAMING PLAN FRAMING PLAN Consultants: x 2x6 TRIMMERS (2)2x6 TRIMMERS a 16d @ 12"O.C.- 16d @ 12"O.C.- Cr p STAGGERED EA.FACE STAGGERED EA.FACE W J O 2 2x6 SILL z U 2 N CUTE T.STUDS TO 2x6 Z v CRIPPLES @ 16"O.C. x 0 2x6 SOLE PLATE W U 7 0 O Ir LOAD BEARING HEADER @ DOOR LOAD BEARING HEADER @ WINDOW o n OPENING n OPENING z 1/4 = 1 -0 W W a Architect of Record: O r Z I SAAC - RA E 0 a 0 11575 Main Bayview Road z Southold, NY 11971 N o co Contact; Isaac Clay Coffey Z NYS LIC#0319767 UJ U / / T. 347-276-6093 E. clay@isaac-rae.com J J / 10 oo- Project: QU o LINE OF METAL ROOFING /Or i co LINE OF METAL ROOFING / 8555 MAIN BAYV I E W HIGH TEMP ICE AND WATER SHEILD � HIGH TEMP ICE AND WATER SHEILD �/' 8555 MAIN IBAYVIEW ROAD 0. �- SOUTHOLD NY 11971 a3"CONT.CLOSED CELL INSULATION ' 8"R 30 INSULATIION 3"CONT.CLOSED CELL INSULATION w Project No.: w SHEATHING SEE SCHEDULE / ' 3X12 DOUGLAS FIR R.R. SHEATHING SEE SCHEDULE ' IR-02 a / / z LEAD COATED COPPER FLASHING ' CAVITY INSULATIION TO MEET LEAD COATED COPPER FLASHING Seal/Signature: w x CODE PERSCRIBIED R VALUE x EXPOSED RAFTER 3X12 DOUGLAS FIR R.R. 3 1/2"EPDXY COATED FRAMING;SCREWS TO L (n a •° ° FASTEN CEILING JOIST TO ROOF RAFTER N CAVITY INSULATION TO MEET �'� 1)ApC T - CODE PERSCRIBED p SOLID BLOCKING SOLID BLOCKING R VALUE N �� ►S o METAL ROOF ` w CEDAR RAINSCREEN SIMPSON H 2.5 TYPICAL CEDAR RAINSCREEN _ SIMPSON H 2.5 TYPICAL x ___________________ SIDING — — SIDING 0 3"CONTINUOUS CLOSED CELL �C FOAM INSULATION (2)2X6 TOP PLATE (2)2X6 TOP PLATE a CAVITY INSULATION TO MEET � {�(C tA z cal CODE PERSCRIBED CEDAR BREATHER 2"CLOSED CELL SPRAY FOAM CEDAR BREATHER 2"CLOSED CELL SPRAY FOAM cs R VALUE BELOW BELOW U) W CV 0 — 3X12 DOUGLAS FIR RAFTERS a ViJ=ih SEE FRAMING PLAN CAVITY INSULATION TO MEET CODE PERSCRIBED CAVITY INSULATION TO MEET CODE PERSCRIBED R VALUE R VALUE I I EXPOSED RAFTER Date: Scale: 2 O Drawing Title: As NOTED CONTINUOUS WOOD NAILER FOR SHEET ROCK FILLER STRUCTURAL DETAILS � PANEL BETWEEN RAFTERS T M N T co Drawing No.: o CIELIPNG CROSS SECTION EAVE WALL TO CEILING JOIST DETAIL EAVE WALL DETAIL -0" 2 1,� 1 0" 1 1" - 1'-0" rn = - - S 30'0'h' O e 0 0 G"MIN. NOTES CONT. 2x PLATE. FOR STEEL WIDE FLANGE BEAM, _z 2 1/2"MIN MnOKE INFO. SEE DETAIL: SEE FRAMING PLAN DRAWING ISSUE `O MAXIMUM PERMITTED NO. DATE ISSUED FOR D OPENING IF THERE 15 NO -303 CONCENTRATED TOP LOAD 1 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 FLOOR SHEATHING,SEE SEE PLAN MOTES FLOOR JOIST SUBFLOOR 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 4 -- �- xi O ZONE WHERE A ROUND — OPENING COULD BE MADE, SEE CONDITIONS ABOVE. ACC G"MIN. CONDITIONS : 3"MIN. d I. ONE(1) ROUND HOLE OF 1.5"OR LE55 DIAMETER CAN 5IMP50N HIT TOP FLANGE BE MADE IN THIS ZONE WITHOUT ANY ADJUSTMENT OF a HANGER OR APPROVED EQUAL THE JOIST CAPACITY. NOTE: NEVER NOTCH, CUT OK DRILL A J015T MEMBER. TYPICAL BLOCKING WITH SAME DEPTH A5 JOISTS AND o: CONNECTING THEM WHERE REQUIRED BY THE PROJECT a TRIFORCE OPEN WOOD TRUSS, 2. FOR ANY OTHER QUANTITY OR TYPE OF HOLE,THE JOIST DESIGNER. LL SEE FRAMIING PLAN CAPACITY HAS TO BE ANALYZED U51NG TRIFORCE0 o ANALYZER SOFTWARE. z O W A TRIFORCE WOOD JOIST TO STEEL BEAM B OPENINGS IN OSB END PANEL OF J015T C TRI�ORCE J015T CONDITONS NOT PERMITTED D TYP. BLOCKING DETAIL a 5-3 13 N. T.5. �13 N T'S' S-313 N.T'S. 5-313 N.T.S. THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED TON THE APPLICATION SPECIFICATION SHEET. ALL 3 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN J ACCORDANCE WITH APPLICABLE CODES. a x w w x H O F Consultants: 3 a a: 0 W O x Z H F- U OPTION I(G(OOD) N ATTACHED TO DIAGONAL 3"x 15" 9 !/2"O G"x I O" 7 1/2"x 7 1/2" Z OPTION 2 (BETTER) 0 WEB AND CHORD ATTACHED TO BLOCK o JOINT COVER: 32"OF LENGTH, TRJFORCE OPEN SAME THICKNESS AND DEPTH o WOOD TRUSS AS 5TRONGBACK5, CENTERED w TRIPORCE OPEN ON SPLICE. 1 0 WOOD TRUSS 0 0 z w w O o : 3"x 14" 8 1/?_"0 G I/2"x 6 1/2" Architect of Reciord: r n z g ;I oISAAC RAE a , 11575 Maini Bayview Road Z Southold, NY 11971 Contact; Isaac Clay Coffey NYS LIC#039767 W 5TRONGBACK a T. 347-276-6093 E. clay@isaac-rae.com Z 3N 1 3" 7 1/4"0 5 3/4"x5 3/4" 5TRONGBACK BRIDGING J 5TRONGBACK15 OVERLAP 6 USE GUN NAILS 0.122"X 3.25"OR 3"SCREWS TO SECURE i Project: N5TKONGBACK5(5)AT MID SPAN OF JOIST. IF TWO = LL 5TKONGBACK5 ARE SPECIFIED, INSTALL THE SECOND ONE 8555 MAIN BAYV I EW 0 ADJACENT TO THE NEXT CLOSEST DIAGONAL WEB BAY. "USE DRY LUMBER FOR 5TRONGBACK'" 8555 MAIN BAYVIEW ROAD o SOUTHOLD NY 11971 W E -rYP. 5TRONGBACK BRIDGING DETAIL F 5PACE AVAILABLE FOR MECHANICAL Project No.: N.".T.5. N.T.S.. IR-02 �13 5�13 z Seal/Signature: w x w x x 0 LL N W 0 J 0 V7 0 0: w x I- O 0 Z Q z Z 0 to UJ 0 J Q Date: Scale: AS NOTED n Drawing Title: a STRUCTUIRAL DETAILS T co N T N Drawing No.: N O) S ,- 301000 Za i - r 1'-0" NOTES 1/4" 7 1/2" 2 1/4 1/2"BITUMINOUS EXPANSION JOINT DRAWING ISSUE 1/2"X5-1/2"X 12"STEEL BASEPLATE NO. DATE ISSUED FOR ANCHORED TO SILL AN CONCRETE 1 05/03/2022 SUFFOLK COUNTY REVIEW HSS 5-1/2"X 3/8"STEEL COLUMN FOUNDATION WALL WITH HILTI 1/2 IN. r X 5-1/2 IN.KWIK BOLT TZ2 USE HILTI 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 i r r HY200 EPDXY EMBEDMENT 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 HENRY BLUSKIN WRAP I 4 5 S302 N .I �d-- -' �,-'' -°�- 1'-` -.;t' --'- 6MILLVAPORBARRIER 6 T— d 6 T d I 2"RIDGID 1(2"ZIPP SHEATHING 4`3/8 0 0 o a�- ab'10° INSULATION `r 1/2"X5-1/2"X 12"STEEL BASEPLATE �� r 51/ " _ 1/2" 1/2" 5X 1/2"HSS COLUMN •'a — 4"COMPACTED A.B.C. 2X4 PT FURRING ANCHORED TO SILL AN CONCRETE FOUNDATION WALL WITH HILTI 1/2 IN. I I= '-C • ' • " ° ` I I = X 5-1/2 IN.KWIK BOLT TZ2 USE HILTI I = 1/2"BASE PLATE HILTI HY200 EPDXY ANCHOR TO HY200 EPDXY EMBEDMENT d FOUNDATION WALL 5 1/2"EPDXY EMBED #5 BARS HORIZONTAL 8"O.C. 3/4"SIDING % I ffi I I I= _----- — -_-1 ° r HSS COLUMN TO SLAB PLAN DETAIL n HSS COLUMN TO SLAB SECTION WATERPOOF STUCCO I : _ :. ,'!n,; t •:,,.', �� 1 1/�" - 1'-0" 1" = 1'-��� OR STONE SIDING I =.-' ' - ci TBDBYOWNER n 1' 0" .`;,1.',,, •.: r`"'` `' ',:, "":"- QIII II III —I III IIM11 '6 1/2" LL —z ° ° 11 11 1 0 � I 8„ w 4„mi 3" 11 FLOOR FRAMING SEE FRAMING PLANS - - BITUMINOUS 4 d � ^I = _ THIS APPLIICATION IS APPROVED ONLY FOR WORK _EQ., EQQ._ " --_---- #5 BARS VERTICAL 12"O.C. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL WATERPROOFING I • `; ---------------- ----- o OTHER MATrTERS SHOWN ARE NOT TO BE RELIED UPON,OR 4"min •_-' e e = TO BE CONSIDERED AS EITHER BEING APPROVED OR IN a —_--- I'5 7/8 6 1/8" ACCORDANCE WITH APPLICABLE CODES. x STAIR TREADS w ° ,a AMES BRAND BLUE MAX = = BEYOND w_ ---- _ _ _ = I ° WATERPROOFING P -- -- ',d °• - — d : . _— #5 12"O.C.TIE TO O 2"RIGID INSULATION I '.a� '. `a ,, #5 BARS VERTICAL 12"O.C. ° r` I= I I= I =2 CONTINUOUS ------ '' ,• ° •a = FOUNDATION WALL REBAR •== -. -5 Consultants: 3 �Li�_L2 5 1•r°r ' d • • •• -I,- 9 1'THICK P.C.STAIR TREAD #4 BARS HORIZTONAL 12" m y •.,.°,-, •; _��bo `• O.C.TIED TO VERTICAL "' ' '' '`'" `n — #4 BARS HORIZTONAL 12" o = O.C.TIED TO VERTICAL ==a == +1 = —_�_ —��N - III- _____ O 2 3/4" I °° , =' c ° r 8 _8 _—I O.C.TIED TO VERTICAL 3 I •°_ , ,d- o � I I #5 BARS VERTICAL 12' z N — I " ° •d a ° —I -I I --- I i!— ._ 2"I= I I _ — F = #5 BARS VERTICAL 12" W.W.M. 6X6-W1.14X W1.4 • 4 1/4"= E = e: EQ:• : EQ _ I— _ r _ I - _ _ •• , O.C.TIED TO VERTICAL #5 PINS HORIZONTAL MIN 6"EMBEDD INTO r d• _ TOP OF FOOTING 3'BELOW - + + + ce) 1' 0'i I ,; d ° °o- 1' 0' ADJACENT WALL —° • III= I I= I GRADE TYPICAL oI =—I=41 =EQ I -•,a. ; EQ Q 41/4" , . d". •. #512"O.C.TIE TO FOUNDATION WALL REBAR "'O,,Qa•- ( _ ° `_ — ° A, d -•a r--- �f.---11 ivy, 5� '-,�3f v,- %F -« 6MILLVAPORBARRIER 2" B'^ o N HSS 5-1/2"X 3/8"STEEL COLUMN — N — _ W - II� IIII —� —. • a a . da_° .-, .. 2"RIDGID INSULATION • W a- ,_ ..a N e •d', I —I +_ e,n e ,• - '° _ ° I I-I I I—I I '" 0 b d —fV T^t_, -:,,a,:�- -'•a ,- a,• L�, o °4 e�_ a° _— � —_ T_ � d•°, •, � •�•4 • _, � _ CL w I I I I -e ;• °`'<' d -'•�°'., °' 40, -..I ya •: 0 0 0 �0 0 0 4LJ O 9 4::COMPACTED A.B.C. .. — —=—= Q + + —N r ° °. 'G° �; ••,. .v C, v `v o -. _ -4 I ILUI =i I TI = = L' - ••,� - •° d.. ) = = d, ••e d:- u` - • - �- _ --�—li III—IIIII—III �— O I i`I �t °• :d 1- a - �° COMPACTED A.B.C. _— • �' . a a . . q o v _ v_ I I—III _ I ; •d " .. • —1111 _— I—__I i I I I—IIIII=I I I I =I-- IIII— I —_ w T • d nL3� lr1111 1111 - -� ,• ,"• ..,°,�•. ...- -� •:, ;d 4 � =1 ,��>����. �,_ � o� . .',• � ..•• • �� � I I_ — I —_—_ _= I I I _ -- —__—_ — =1 — I = I —IIII—III _I L5 1/2"X5-1/2'X 13-1/2"STEEL SASE PLATE •:dtra, a • - i �;. ii � _ _ _ I I — a �c�vcsUc�Uvt)v • _ _ _ .qC _.t o o a o o = =IIIII=I I I I=IIIII= _ _ _ _ _ ANCHORED TO SILL AN CONCRETE o 9 o v o o 0 — Architect of Record: or FOUNDATION WALL WITH HILTI 1/2 IN. _ X 5-1/2 IN.KWIK BOLT TZ2 USE HILTI P o o = 111—.I O - HY200 EPDXY EMBEDMENT I o o 0 9 0 = _ _ _ _ ---�" C I = = I = =III = I I= = I = I I = I = I I I= I I S AA C `E I= _ = = = = = =I = = - — I I=-1! I = _ _ = = = =I = _ =I I=I = _ _ _ _ _ _ _  = — 11575 Main Ba iew Road ---_ —_--_—i_—__—_— _ __-- —_ _ _ _ _ I _ _ _ I I_ — I I _ I _ I I I_ I I _I I _ I I— I — _ I I I— I __ I _I = yv ad Z -III- _ _ _ = I I= _ = = I - _ = Southold, NY 11971 wn IIIII—IIIIIIIIII—II111—IIIII—IIIII—IIIII—IIIII—IIIII—IIIIIIIIII—IIIII—I1111—II 6 HISS TO RETAINING WALL PLAN DETAIL 5 HSS TO FOUNDATION WALL DETAIL 4 CONCRE-fE STAIR SECTION Contact; Isaac Clay Coffey z _ — NYS LIC#0,39767 W a T. 347-276-6093 E. clay@isaac-rae.com z U J J w Project: U ,o'r 4' 10" ,0" 1' 8555 MAIN BAYV I EW 4„ 4„ 4,. 4, 8555 MAIM BAYVIEW ROAD BITUMINOUS 4"min 4"min ----% � 4"min - 4"min a WATERPROOFING =11111-11111=1 I I I 1=1 I I IIIII=1 I I I I=IIIII--= d _=1 —IIII 1=I I I I 1 1 I I I=1 I I I IIIII=1 I I I=IIIII SOUTHOLD NY 11971 ---------------------- _ I—_ —__—_ II—_ '' --- --- = 1= — I —_— a _ _ _ I _ --- EQ'_ :EQ - #5 BARS VERTICAL 12"O.C. — _ ED. EQ IIIII—IIIII-- !IIII— I EQ': _ EQ- . Project No.: I-IAJ — — - ;" •d �= J _ _ = I I I= I I=IIII =I I ;` ., __ _—=AMES BRAND BLUE MAX= III= I III = =I d :. AMES BRAND BLUE MAX IR-O2 ° _r` IIIII—IIIII—IIIII— WATERPROOFING_ I ,•7' : o WATERPROOFING _ TJ _ a ADS BEYOND= =— STAIR THE _ •. ( Seal/Signature: z =-- -- s� =#5 BARtS VERTICAL 12" 2"RIGID INSULATION = = I m #5 BARS VERTICAL 12"O.C. w — - ---------------- _ a w - `°• #4 BARS HORIZTONAL 12" ` ' ------ ---_—_-- d �• =1 I I I=1 I 1=1 1111=—=— CONTINUOUS —_ I •; °'P. :, O.C.TIED TO VERTICAL _—___ _I -- —I I ° ° •_'. , � —_— _ :° ., e•: . _ I — — — — — — _ . dt� ..- a. — —1 —_ _- °. °•• d- _ °: ° _ r I = I = I = I. I== =__#4 BARS HORIZTONAL 12"- I I I I I= I I - #4 BARS HORIZTONAL 12" ° = :'d, a.a • -•-; _ _ _ O.C.TIIED TO VERTICAL = = I •' o O.C.TIED TO VERTICAL N — — = I = ° _ d°• - _—_—_— — — _ _ ' — w = = o ° o �•..'. 1'THICK P.C.STAIR TREAD ° = I- •. „ a . ; - da #5 BARS PINS EACH TREAD Er' •. I I I I=1 1 I =1 I I I —= I - ° --- -___I=-- I IIII— I—I to .a EMBED MIN - : a d .'•: — _ - _ I I �� �� t� N I _ _ ° _ _ • =e d ° I_I = :a _ = I = I= = I =III = ° --#51BARiS VERTICAL 121'_—_— III = =I I _ #5 BARS VERTICAL 12" W.W.M. 6X6-W1.14X W1.4 __� J — _ O.C. EDTOVERTICAL _ _ _ O.C.i.C.i II I TO EI IiICAL I TIE .c w I7 VERTICAL- TI •.,, 71 = I =—= I I' ° •. I=-!_� I = —1 I I d .,o- 2,=EQ = '- EQ = Q 1/41'= I I —� I —�I I I I= 411/4"= E = a: EQ EQ= ? _ _ 2,=EQ = . ,• E4 = Q 4 1/41'=--_---- III— I 41 111 =EQ I EQ Q 4 1/4" z -- .,dy _ — IIIII III=I I I L—I = ° I< d-�j 7. <E -- - 3E•�e--`ter' 4A- 6 MILL VAPOR BARRIER �' f3 c e:L' ° IIII N _c>. CD b. .°'• C'1 =r> _e�. Q "'e �' ` ; ; #5 BARS HORIZONTAL 8'O.C_=— �' w w I = w 1 �I I —� d 2"RIDGID INSULATION p �} I $��i• Iq ° • a, v o 0 0 •° •i • I9, d ° —I I :. _ 5 BARS VERTICALa.. � � =d : -" , il • ;� ..d° •�°•-. ;..., ;,... �� _ = - _ _ - a :.�O.C.TIE_DTOVERTICAL = ."• :.+•:- "•• :` 'd= ° �1d- C Q c pp 11 _w O, ° '. °' _ ° o 'C C C Co o �o o ; :•-'� ' -'� °.� • illIW —� =I —W� I �' 4e. 1d- 0, zI."° - II IIIII=IIII --_— I— _ - - ` o d 0 4"COMPACTED A.B.C. 11 cD r 1 �IIjIrIr ;- • . ;aI • • t. :rl. co io r II Ir .- • ' . .i .' ,°, a • jflt� �— e �,�°.• 4e. ,j °• ,• o < 3 >aU 7- ILI I�I _�i I • :' ..:- r -�•• ° ;_•,; •a� �' ad• .'°J v — j 4'I COMPA!CTED A.!B.C.MIN I I I °_.`t e d ;♦,d = IIII= I= I Date: Scale: o 47COMvCCVMPACTjED A.B..C'v oCJ2' 0° o C1 o - C� 2' 0' o .� , — NOTED N Drawing Title: �' t• �" �' C7 o t'v s�. � o_ �'v v o 0 0 0 0 0 a �� .. _ _ � � � ; �_; ;�=1—_-I I ---1111 -- I o.'c 4 I) I= =I I-_I- = STRUCTUIRAL DETAILS (p v o o v v o 0 0_ o v o o_ o 0 0 0 0 0 o c J i o 0 0 0 0 0 o v_ o-/ -/'�<,- / — — - 1 _ ---- = =---C --- = I =--I 11 I_ IIN Ilk_ lill_ _ __ _ __ __ ____ _ _I= 11= = I = = I Drawing No.: co N _—_--_— --_ _—_— --_--_ —_—_— -_ _ _ = 1= — _ = I = — — = I I =1 I = I= III = =IIII= = I I=III = I I= =IIII=I = _ \ —IIIIIIIIIIIIIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIIIIIIII—IIIIIIIIII—IIIIIIIIII—IIIII—IIIII— —IIIII—IIIII—IIIII—IIIII—IIIII—I1111—IIIII—IlilllIIIII---IIIIIIIIII— —IIIII—IIIIIIIIII—IIIII—I1111—IIIII—IIIII—IIIII—IIIII—I1111—IIIII—IIIII—IIIII-11 r 10" CONCRETE STAIR SECTION 10" RETAINING WALL n 12" FOUNDATION WALL S � 302000 00< 21" = V-0" I 1" 0" 00< I NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/202?2 SUFFOLK COUNTY REVIEW 2 3 09/23/20M SUFFOLK COUNTY REVIEW 3 4 5 6 6 MILL EPDM ROOFING OVER CONCTRACTOR TO COORDINATE TAPERED ROOFING INSULATION CONNECTION AND FLASHING TO SLOPE 1/4"PER FOOT PER CODE EXISTING STRUCTURE so LEAD COATED COPPER FLASHING AND `r M cos BOX GUTTER SEAM WELDED PROVIDE WELDED ROUND DOWN SPOUTS J TO LEADERS AND DRYWELLS w -- -- - - - - - - - - - - - ---- - - - - - - -- - - - ----- a - - - - - >i - -- - - - -- - - - - - - - - - - - -- -- - - - - - - - - - - -- - QV I�x N -II -- - -- - - -- - - - - - - -_- - - -- - - - -- -_ _-- - - ------ - - -- - - - - --- - - - - - - - -- - - - - - - - - ---- - - -- - ----- - -- — LL N I I I I N 0 r SIMPSON TIMBER LOCK FRAMING SCREWS SIMPSON TIMBER LOCK FRAMING SCREWS 0 BUILT UP ROOF N 9 3/4"LVL ROOF JOIST IN OPPOSITE DIRECTION I I I CURB o SEE FRAMING PLANPI-I I o x r- a r r w SOLID BLOCKING 1, 0„ \ LVL SEE FRAMING PLAN HARDY PLANK CEILING LVL SEE FRAMING PLAN 3 1/2"= 1= THIS APPLICATION IS APPROVED ONLY FOR WORK 1/2"X5-1/2"X 12"STEELTOP PLATE 1/2"X5-1/2"X 12"STEELTOP PLATE INDICATED ON THE:APPLICATION SPECIFICATION SHEET. ALL �- WELDED TO COLUMN WELDED TO COLUMN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR v TO BE CONSIDERED AS EITHER BEING APPROVED OR IN J a ACCORDANCE WITIH APPLICABLE CODES. HSS 5 1/2"X 3/8"STEEL COLUMN HSS 5 1/2"X 3/8"STEEL COLUMN x 0 x 3 Consultants: n 12'-0" x 0 w J 0 x Z 1/2"X5-1/2"X 12"STEEL BASEPLATE 1/2"X5-1/2"X 12"STEEL BASEPLATE ANCHORED TO SILL AN CONCRETE ANCHORED TO SILL AN CONCRETE x FOUNDATION WALL WITH HILTI 1/2 IN. FOUNDATION WALL WITH HILTI 1/2 IN. N DECK FINISH,--------- _---X5-112 IN.KWIK BOLT TZ2 USE HILT)----------------------------------X5-1/2 IN.KWIK BOLT TZ2 USE HILTI--------- -- — o -------------- — -- ---•--HY200 EPDXY EMBEDMENT ----------------------------------------HY200 EPDXY EMBEDMENT-------- -- — c� �yti w r I `°: I Lo 101, #5 BAR 4"O.0 #5 BAR 4"iO—C --��' w , = = - „— - a 12X12 X36"CONCRETE PIER MIN._ —12X12 X36"CONCRETE PIER MIN.= _—_ a• Q — I I I I—II I I I—IIIII—I 1 1 1 1—ll -- = I =I I -•° z —_ _ ° = W co llll� I----I III I--I I = I —III --_-- z co a IIII_ a I I —I _ELEVATION MIN 3 BELOW GRADE PER CODE ELEVATION MIN 3 BELOW GRADE PER CODE- - — = a • Architect of Record: 1'2 1/2" III 1=IIII=1 I I -�I- ° ----- _ ° o Z __IIIII—(IIII—IIIII=IIIII=IIIII— — IIII=IIIII=IIIII—IIIII=IIIII= _ (_) — — III �• � _ p SIMPSON TIMBER LOCK f FLAMING SCREWS —=IIIII=IIIII=IIII IIII -__ —=IIII ---?4"X24"X12"ISO FOOTING SEE SCHEDULE= I i I I=I?4"X...."ISO FOOTING SEE SCHEDULE=— _- d I /V �'1 ��C Coco x �'-"°w G 0 • `�' 11575 Main Bayrview Road Z W II ll II II II ll i III—I v o_ o •°' ;a°• ::_;3m_:' o I III,,—I I IIII— IIII=I III=-- I —� I I IIII—III n •'.•• .•'-: •.a a •' — — —o- — — -o- — 111 I 1/ 11 I = - a T's .- � _ = 4"MIN COMPACTED A.B.C. _ _ = 4"MIN COMPACTED A.B.C. _ ° _ :• Southold, NY 1.1971 — � •• 4 • I—IIIII—IIIII----- I— I —I III—IIIII—IIIII—I I b•_ — LVL SEE FRAMING(PLAN LVL SEE FRAMING PLAN III I I `/ 9 3/4"LVL ROOF JOIST IN OPPOSITE DIRECTION = \!' ,, .^, --_ _ _ _ _ __ o „ 6; _e < - I1 III IIII SEE FRAMING PLAN III—IIIII—I I I— —I i I I I—IIII ° a, Contact; Isaac Clay Coffey n. _ Z W — —o- II 11 II 11 II 11 ,.-. °. -, " , d' — a CD L J L J L ` �\ — _ — III=IIIII=IIIII=IIII II IIIII IIIII IIIII w _ _ _ _ �_ v ,• ��\,� 1� r --- #5 BARS HORIZONTAL 8"O.C.I=I I = — I(I=III = #5 BARS HORIZONTAL 8"O.C.— _—_ a a �o NYS LIC#03976i7 a I=1 I I T. 347-276-609 E. clay@isaac-rae.com Z - � _— ___ -- J 1/2"X5-1/2'X 12'STEELTOP PLATE WELDED TO COLUMN w 4 TERRACE ROOF DETAIL 1" = 1'-0" Project: Q HSS 5 1/2"X 3/8"STEEL COLUMN MAIN BAYV I E W N U. 8555 O w 8555 MAIN BAWVIEW ROAD 0 SOUTHOLD NY( 11971 m IL F HSS 5 1/2"X 3/8"STEEL COLUMN Project No.: IR-02 a W Seal/Signature: S303 x 1/2"X5-1/2"X 12"STEEL BASEPLATE ►x- ANCHORED TO SILL AN CONCRETE 2 ANCHORED O STEEL BASEPLATE ANCHORED TO SILL AN CONCRETE 0 FOUNDATION WALL WITH HILTI 1/2 IN. 2'-0" FOUNDATION WALL WITH HILTI 1/2 IN. X 5-1/2 IN.KWIK BOLT TZ2 USE HILTI X 5-1/2 IN.KWIK BOLT TZ2 USE HILTI N HY200 EPDXY EMBEDMENTCAI HY200 EPDXY EMBEDMENT DAR , a _ -' _ — — �, •10, — = III=1 I 111= _—_ rT i 10" I I 1=1 111= tttt �' C3 #56AR4 O.C.= 1/4" 71/2" 21/4 `_ #5BAR4"O.C._ P'C FOOTING BELOW w Qv<- •;a.—__ 12X12 X36"CONCRETE PIER MIN. 12X12 X36"CONCRETE PIER MIN. �� cI ��• o N HISS 5-1/2"X 3/8"STEEL COLUMN I—= __ a• °< I = = Tfi dp����4. ----- — : "• ; - 4 = ELEVATION MIN 3'BELOW GRADE PER CODE N ( _—_ <" < w _ r 4 a ELEVATION MIN 3'BELOW GRADE PER CODE __-__- I== =— a ----- = . ° ` „'• _—= 24"X24"X12"ISO FOOTING SEE SCHEDULE �_ 0- - --- _ --_ - e' , °;° -- 24"X24"X12"ISO FOOTING SEE SCHEDULE o_ o a e• ee' ee, e° ''°as!- N = - e ° •. ._°',-- •.',�• A?.•• O Date: Scale: o a d • a'.4 • . ° .- ,' ° ' 6 — III 4"MIN COMPACTED A.B.C. III—I — a ,.. a ; • o AS NOTED • e, a; • • I , • I= 4"MIN COMPACTED A.B.C. 11/2"X5-1/2"X 12"STEEL BASEPLATE i Drawing Title: CID — A4NCHOREDTO SILL ANCONCRETE =I STRUCTURAL DETAILS FOUNDATION WALL WITH HILTI 1/2 IN. " CY) _ o -- #5 BARS HORIZONTAL 8"O.C. A 5-1/2 IN.KWIK BOLT TZ2 USE HILTI ° #5 BARS HORIZONTAL 8"O.C. N 2'-0"� � _ = HY200 EPDXY EMBEDMENT I = o M = =I I Drawing No.: N --=i--=-- --------- N HSS COLUMN T — — _ — — — — 3 2 , HSS COLUMN TO ISO FOOTING PLAN U* 0 1 HSS COLUMN TO ISO FOOTING DETAIL 2 DET�IL 1'-0" 1 - 1 0 ■