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Home My WebLink About46779-Z �o�SpFfD[ Town of Southold 2/8/2023 0 ` P.O.Box 1179 53095 Main Rd oy oar Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 828 Date: 2/8/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 605 Gus Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 38.-7-10.19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/24/2021 pursuant to which Building Permit,No. 46779 dated 9/3/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered entry, rear deck, rear covered porch and attached garage as applied for. The certificate is issued to Proteus Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1117 1/27/2023 ELECTRICAL CERTIFICATE NO. 46779 10/25/2022 PLUMBERS CERTIFICATION DATED 11/28/2022Jose i eves • th rize S nature TOWN OF SOUTHOLD O�g�EFQI�-�o� BUILDING DEPARTMENT N 2 TOWN CLERK'S OFFICE SOUTHOLD, NY Ol �a.fy 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#: 46779 Date: 9/3/2021 Permission is hereby granted to: Proteus Properties LLC 171 Farragut Cir New Rochelle, NY 10801 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 605 Gus Dr, East Marion SCTM #473889 Sec/Block/Lot# 38.-7-10.19 Pursuant to application dated 8/24/2021 and approved by the Building Inspector. To expire on 3/5/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,500.40 CO-NEW DWELLING $50.00 Total: $2,550.40 Building Inspector o��pF SO!/Tgol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 Q�ycDUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Proteus Properties LLC - Address: 605 Gus Dr city:East Marion st: NY zip: 11939 Building Permit#: 46779 Section: 3$ Block: 7 Lot: 10.19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JC Sullivan Electric License No: 36121 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 10 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 21 Smoke Detectors 5 Main Panel 200 A/C Condenser 3 Single Recpt Recessed Fixtures 51 Heat Detectors 1 Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights 10' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 54 4'LED 2 Exit Fixtures Pump Other Equipment: Dehumidifier„ Mini Split, Fridge, Oven , DW, Micro, Hood, W/D , Mini Fridge, 200A Panel 40 Circuits /40 Used Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: October 25, 2022 S. Devlin-Cert Electrical Compliance Form i, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G: • 4 Southold,NY 1197.1-0959Q��C�U� ''e>,�a� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 41�2I / Owner: Gyyyl KZ (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 16 (Plumb i ature) Sworn to before me this day of 1 20� PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA6151160 _ Qualified in Suffolk County Co ty Commission Expires August 14,20 yY Notary Public, r County i i i SOF SoUly hoa> o� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourrty��'' 765-1802 INSPECTION [ NDATION 1ST [ ] ROUGH PL13G. U [J. FOUNDATION 2ND` [ ] lNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: 1 DATE �� ("07'07-' "INSPECTOR Ul OF SOUTyo� f7 1 1a V 57 G;v u TP/ # # TOWN OF SOUTHOLD,BUILDING DEPT. °ycou765-1802 INSPECTION [ ] FOUNDATION 1ST :[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v✓ w o► y jae �'rrm m 9 it r 4- -d - u U rat r o e ed jMp�AZ fd1 �Ot VVA %l Cls oaf' ¢�-raa► S ` . .� d 11� In Se �_ Q � DATEV7INSPECTOR A �o��OF SOGIyOIo ul� 1 l_-` # '� TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 1 NSPECTION [ ] FOUNDATION 1ST LA ROUGH PLBG. O [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0% Cw� Ii1CJ 5 w� �'G -ice► .lc G c"s a, `� �Cd�ir �C �C TN'rIt Y/r.wt Z•t✓/SCG✓- DATE //!/Z-:L INSPECTOR L W� hO��f SOUTyo6 11(VI f f TOWN OF SOUTHOLD BUILDING DEPT. ��yconm ' 765-1802 INSPECTION j ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ 1NSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL JA FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 66114-"1,6 Ga,k --,CO06 To mss& V CG-nLLA-4f& WALL . DATE INSPECTOR &bm--� oF soulyo � 6771 looS CtvS�� * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm�f'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ]:- FOUNDATION 2ND : [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) K&ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: - 0W=Y oM 4bo DATE /V Z S INSPECTOR OF SOUI,y�� * # TOWN OF SOUTHOLD BUILDING DEPT. �ycouffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [v(FINAL IUB [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL [ ] PRE C/O [ ] RENTAL REMARKS: Q Dm/- oojj� 'AM i ,/ 9-- o o✓ L DATE ?/ INSPECTOR Building Envelope and Duct Tightness Report 2018 IE CC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 605 Gus Drive,East Marion,NY 11939 Test Date 10/5/2022 Building Permit#: 46779 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1St 1567 15670 ❑Sealed Attic 2"d 1849 20070 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI 2765,except that conditioned floor Attic are es areas where the ceiling height is less than 5 Total Volume 35740 CFM @50 pa 1768 Air changes/hr@5 2.97�Or� Code Compliance: Pass Duct Tiehtness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 1567 Leakage CFM @ 25pa 61 CFM/100 fe CFA 3.89 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic Floor Area 1849 Leakage CFM @ 25pa 57 CFM/100 fe CFA 3.08 Code Compliance:1 Pass System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 f?CFA Code Compliance: All building envelope tightiness testing has been verified using Instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 201 ) s amended by 2020 New York State Supplement,Section 4033.4. Signature: r"� Date: 10/5/2022 Christopher Silvia,Home Energy Solutions . 1 1 1 � • • 6i 1B A • 1 • -- • 1 ATTON1 ' e: l L / till • �� l.q �NO 1 wm Ilk Or �w�. de��►► %a--. _ X11. �,,� 719M MA 1 ' B A �➢ •g @1,111 STOW- � • e it � � /'�"/�' '(/� � �1 I / SMEMMAM ORM-NAM —4�'a �o�sutFut,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 �� • a� Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownu.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 �- PERMIT NO. Building Inspector: AUG uIG Q 202 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING 'v"-, "' TO k Date:08/23/2021 OWNER(S)OF PROPERTY. Name:GEORGE VENETOKL'IS SCTM#1000- 038 -07-10.19 Project Address: 605 GUS DRIVE,,..EAST MARION,-NY Phone#: g17_-67_44731 Email: GVENETOKLIS GMAIL.COM Mailing Address: 171 FARRAGUT CIRCLE, NEW ROCHELLE, NY_ 1 D$01 CONTACT PERSON: Name: VICTOR CUNEO MailingAddress: 154 LAUREL ROAD, EAST NORTHPORT _ _. _,._NY 11731 .-------.._.__-- Phone#: 631-261-2744 Email: VICTORCUNEOARCHITECT GMAIL.COM DESIGN PROFESSIONAL INFORMATION: Name:VICTOR CUNEO Mailing Address:154 LAUREL ROAD, EAST NORTHPORT,_NY 11731 Phone#: 631-261-2744 Email:VICTORCUNEOARCHITECT GMAIL.COM CONTRACTOR INFORMATION: Name:RICK RADIGAN CONTRACTING INC. Mailing Address:495 MAIN STREET, NORTHPORT, NY Phone#: 631-757-5763 Email:LRAD[GAN 13 GMAIL.COM DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $900,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? IRYes ONO 1 0 ^� PROPERTY INFORMATION Existing use of property:VACANT Intended use of property: SINGLE FAMILY RESIDENCE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo IF YES,PROVIDE A COPY. B;Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition'as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, "housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(p ' na )-VICTOR CUNEO BAuthorized Agent ❑Owner Signature of Applicant:/ Date: 08/23/21 STATE OF NEW YORK) SUZANNE M BOYDEN SS: NOTARY PUBLIC,STATE OF NEW YORK COUNTY OF SUFFOLK ) Registration No.01B06372501 Qualified in Suffolk Count VICTOR CUNEO b ing cirgm>IrmiSsi i�®5)�If1'lhp&2 is th applicant (Name of individual signing contract)above named, (S)he is the ARCHITECT / AGENT (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 y8 day of LAC)/C, 20* Notary ublic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) PROTEUS PROPERTIES LLC residing at 171 FARRAGUT CIRCLE NEW ROCHELLE, NY do hereby authorize VICTOR CUNEO to apply on my behaltp the Town of Southold Building Department for approval as described herein. . 07 / 08 / 2021 s Signature Date GEORGE VENETOKLIS,MANAGER PROTEUS PROP. Print Owner's Name 2 Os�FfO��-C OrrG EPARTMENT-Electrical Inspector �G0TOWN OF SOUTHOLD CM SEP a" wn Hall dridx - 54375 Main Road - PO Box 1179 o • 2021 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 TOF Q; r WTb' �b1"itholdtownny.gov - seand(a-southoldtownny.gov wl� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMAT N (All Infgrmation Required) Date: q I Company Name: ✓�� Iu��.'r;� c s✓ Name: License No.: 12 t JA E email: :vA„ Cly G- 4y, Phone No: =�� 4 [firequest an email copy of Certificate of Compliance Address.: tv v, o�� D�., S •I. 11776 JOB SITE INFORMATION (All Information Required) Name: Address: d Cross Street: Phone No.: 1T- 62q - L{ o Bldg.Permit#: Lf Vp 7 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) /Vey✓ r,✓5t- Check All That Apply: Is job ready for inspection?: p ES TIO ❑Rough In [:]Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) Service Size I 1 Ph ❑3 Ph Size: a©0 A # Meters I Old Meter# Q New Service ❑ Service Reconnect /1Underground [:]Overhead # Underground Laterals Q1 ❑2 DH' Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION q q tos- Gl/� IWc- vcq ,S� Electrical Inspection Form 2020.xlsx I BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD W • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'y& �.a0! Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # 1060 Date /U 2021 Customer Name -�,�ev - / Electrician Name U Address OS vS" ¢ /G� Phone e-mail e-mail Or, r0lium Phone License# '7 2� Size A Phase_�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H 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 verification is valid for 90 days from the date above. Authorized by . • f ` "176 ZARTIVIENT- Electrical Inspector WN'OF SOUTHOLD o - SEP -Twn HallMdx - 54375.Mairi Road'- PO'Box 1179 '_ �02�` S_6 old -New York 11-971-0959 g� .��+v,:Telephone (631) 765-1802 - FAX (631) .765-9502-- ;roa 8V5Ltholdtownny.aov - seand(@southoldtownny.gov , APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMAT N (All Infgrmation Required) Date: Company Name: ✓�� ( �."� Name: C ,: ✓� License No.: 3�l a. 1 44 F email: :3L 51 :vG„ C L- Phone No:�1 - i= g p or reauest.an email copy of Certificate of Compliance Address.: ,ti to 1cf,11 Q Ocg/*f- JOB SITE INFORMATION (Ali Information Required) , Name: Address, . 65 C f Cross Street: V Phone No.: I? 6 q = W BIdg.Permit#: L �p 1 ? email: Tax Map.District: 1000 Section:` Block: �-2 .. Lot .l(� BRIEF DESCRIPTION OF WORK (Please Print Clearly.) ./vee/ . r,✓S� T' Check All That Apply: .Is job ready for inspection?-. ❑ ES [2NO ORough In ❑Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) Service Size ! 1 Ph ❑3 Ph Size: 4y A # Meters I Old Meter# Q New Service. ❑ Service Reconnect ("Underground ❑Overhead . # Underground'Laterals Q1 ❑2 OH Frame Opole Work done on Service? ❑Y N Additional Information: PAYMENT DUE WITH APPLICATION ,� �qtopadl` s� c , Electrical Inspection Form 2020.xlsx /� I 1 PERMIT Addres 1 Switches Outlets �3 GSF I's �� j" Surfhce Sconces ' HH's rr UC Lts Fane ,. Fridge _ _.. ...,.< ... .. ._... ...., Exhaust Oven Smokes DW ' i .. Carbo.. Micro Genera_for. Combo �. ..: Cooktop __..._. . .. ., � Trai►sfer" AC� ' AV- Hood � ........ . _ ... . . ..... .....,. _ : . _._ ...._.._. _ ._..... Servic. e M/n r � .. � Arnips 'Have Used Special: - V Comments: Y f Foil Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS.TYP.E'�CONSTRUCTION..PRE-ENGINEERED. WOOD CONSTRUCTION ANWOR TIMBER,CONSTRUCTION Date: . �_i t ZZ' '/ t Owner: 6;�eqZegnF Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): , Truss type construction (TT) ,>< Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form) Capacity(check applicable line): Owner Owner representative TrussReq 1 5.doex Effective 1/1/2015 REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 - H 1/211 STROKE= The construction type designation shall be 66Iie5 661.1»� 6611191 66IV"or 66Vgs to indicate the construction classification of the structure under DESIGNATION "FO,R =STRUCTURAL section 602 of the BC,NYS COMPONENTS THAT ARE OF TRUSS: TYPE, CONSTRUCTION e: 66F99 FLOOR FRAMING, INCLUDING ® a GIRDERS AND BEAMS a ■ �cR�� ROOF FRAMING ��.1=R" FLOOR AND ROOF FRAMING rTn nm n nnr n KIM r-^nrr - - t' THE AREA OF THIS PROPERTY IS 31,721 S.F OR 0.728 ACRES ALL ELEVA TIONS REFER TO NA VD '88 DA TUM R-40 ZONING CLEARING CALCULATIONS EXISTING CLEARING IS 31,721 S.F: (1007.) COVERAGE CALCULATIONS ALLOWABLE COVERAGE IS. 6,344 S.F. (207.) EXISTING COVERAGE IS 0 S:F. (05%). U�J©Lr-z5 U IBJ / <:Pv t � va�/'� /8okrr ❑ fco� 1457 /4Q M r Pc, �cH7•r : p� R'�FR j; 0� . 1`'•.`• qts. 41 14.6' 15.4 r" ;I FG 14,5' 0' 14.7' x •® e •'0 /• Aye p)C x 13 7' n / 13.8' z �e IP °` f• 13.3' x ••� :13,3' x k �Q J '. FGA V ��4 € Ji I. SQ�a CERTIFIED TO: ' Colossus Construction Monogement, LLC. 1. GUARANTEES INDICATED SHALL RUN ONLY .TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C..T.M. NO. 1000 - 38 - 7 - 10.1.9 SURVEY OF: LOT 31 MAP OF SUMAI T ESTA TES, SEC77ON 3 GARY BENZ, L.S. FILED MAY 21, 2002 — AS No. 10769 ISITUATE® IN: EAST MARION TO OF: SOUTHOLl� Surveying and Land Planning . 627-B Hawkins Avenue. SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 951512020 JO® NO. C20-6100 SCALE: 1" _ 40' GaryBenzLS@Yahoo.com / (631) 648-9348 4 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND. UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209. SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. IMPROVED WITH ITER MAIN DWELLING l/^�1 PUBLIC WATER GUS S D R I V E G IMPROVED WITH ELEC.BOX DWELLING ELEG TRANSFORMER PUBLIC WATER STREET LIGH GAS VAL iQ \ WATER METER \ � EL 15 TEST HOLE I / � 14.5 TOPSOIL P IS (2)8'-O"DIA.X 8'DEPTH(I0 LOAM W/8"TRAFFIGE BRC.COVER LEACHING POOL BACKFILLED WITH GLEAN SAND AND GRAVEL m 4 EP I I I N 15 r� MIN.TOTAL 400 S.F.SIDEWALL / N � P I Ill `J Q' 4'-0"DIA.DISTRIBUTION POOLIMPROVED WITH I I DWELLING SAND 8 / 1 w i PUBLIC WATER GRAVEL PROPOSED 2000 GALLON BLUESTONE }} S i 10'-0"DIA.WITH MAX LIQUID / WALK PEN ENTRYI 4D DEPTH OF 6'-O" PORCH 1 1 I GW = O SAND $ GRAVEL / / O 2 STORY FRAME I6'-O" I / DWELLING in I _2 F.F.EL = I6 m I VACANT /i GARAGE N TEST HOLE I PUBLIC WATER i EL = 14.4 55'-O" SCREENED O FROM SUMMIT ESTATES,SECTION 5 ;t 6 OPEN PORCH AT EAST MARION,TOWN OF SOUTHOLD % N J DECK tt i MARCH I,2001 YOUNG 4 YOUNG LANF SURVEYORS DW I i/ I DW I PRECAST COLLAR i TRAFFIC BEARING TOP 5"PRECAST REINF. / 1 I / \ I NON SHRINKING EL. 14.5 / \ I GROUT / \ PITCHED a 1/8"/I' i \ i 20"Min. / i \ I 5'-0"SAND AND (2)4 X 8 PRECAST / I GRAVEL COLLAR RIN65 j Oo F=-1 O LOT AREA = 31,721 SF I o 0 2 STORY FRAME DWELLING 1 I D O PROPOSED 6 BEDROOM SEPTIC SYSTEM EL.4.84 BASEMENT = 1,42.15F \ I FIRST FLOOR = 4567 SF o / 2ND FLOOR = 1,441 SF \ I _ON.0.0 / I �% ► TYP LT i I� NT5 SYMBOL �.S$o I 11. SSSS DRYWELL �•� —-----—— PROPOSED LEACHING POOL -- IMPROVED WITH PROPOSED SEPTIC TANK DWELLING PUBLIC,WATER 50% EXPANSION SCTM DIST. 1000 SEG 038 BLK 07 LOT 10.19 MAP OF SUMMIT ESTATES, SECTION 3 w -44-414 EXISTING WATER LINE FILED DATE: 05/21/2002 AS No. 10769 LOT 51 � SITUATE IN: EAST MARION TOWN OF: SOUTHOLD �G EUS UNDERGROUND ELEC. LINE SUFFOLK COUNTY, NEW YORK EXISTING WATER LINE SITE PLAN e"' I.. SITE INFO BASED ON SURVEY BY GARY BENZ LAND SURVEYINGUk�t►p/� DATED 09 / 15 / 20 GENERAL NOTES: I. COMMUNITY HAS PUBLIC, WATER. t 2. ALL HOUSES WITH IN 150 FEET OF ALL PROPERTY LINES HAVE PUBLIC WATER. 5. NO HOUSES WITH IN 150 FEET OF ALL PROPERTY LINES HAVE WELLS. 4. ELEVATION, PROPERTY ELEVATION 15 RELATIVELY FLAT. 5. ELEVATIONS BASED ON NAVD (1988) PHEO 6. LOT SIZE 31,721 50. FT. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES VICTOR CUNEO PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY Project Name and Address ARCHITECT P.C. 4 LAUREL ROAD DATE 6/2/2021 S. Rte. NO. R-21-1117 605 GUS DR. 15 APPROVED EAST NORTHPORT,NY 11731 FOR MAXIMUM),OF 6 BEDROOMS EAST MARION, NY (631)261-2744 EXPI RES THREE YEARS FROM DATE OF APPROVAL IMPROVED WITH DWELLING ITER MAIN PUBLIC WATER G U S DRIVE IMPROVED WS ITH ELEG. OX DWELLING' ELEG TRANSFORMER PUBLIC WATER STREET LICH 9g•'37' WATER METER / 1 \17 0 EL 15 TEST HOLE I / A�'J,� I TOPSOIL Aty 14.5 (2) 6'-0" DIA.X B'DEPTH(161) P%V 6"TRAFPIGE BRC-.COVER �ry% j I Q LOAM LEACHING POOL BACKFILLED (� WITH GLEAN SAND AND GRAVEL EP I 1 j N 13 MIN.TOTAL 400 S.F.SIDEWALL / N � N 4'-0" DIA.DISTRIBUTION POOL % I I DWELIMPROVED E WITH h % ® SAND 4 wW j PUBLIC ATER GRAVEL PROPOSED 2000 GALLON / BLUESTONE 5 10'-0"DIA. WITH MAX LIOUID % WALK DEPTH OF b'-O" % �Q PEN ENTRY PORCH GW O = ----- --- m 39'_6" II SAND & GRAVEL / ip 2 STORY FRAME DWELLING P/ 22'-0" F.F. EL = Ib -2 VACANT y / I j PUBLIC WATER %I / GARAGE I TEST HOLE I / / = EL = 14.4 FROM SUMMIT E5TATE5,SECTION 3 OPENSCREENED I / / ! DECK PORCH l i AT EAST MARION,TOWN OF SOUTHOLD `t' I MARCH 1,2001 I YOUNG 4 YOUNG LANF SURVEYORS LPW jTRAFFISEARING TOP PRECAST COLLAR C 8"PRECAST REINF. ZONING 5 T BACK LINE IEL. 14.5 NON SHRINKING GROUT 0 EL. 15.5 PITCHED a 1/8" / / I 20"Min.' % / I 3'-O"SAND AND (2)4 X 8 PRECAST I GRAVEL COLLAR RIN65 I o000 % I I oo_o o0 I � EL.4.84 0 % - ------J ------------ -------------- ° j VL% LOT AREA =•'31;721 SF m% GW.O.O ALLOWABLE COVERAGE 63445 \ j PROPOSED COVERAGE 2S9b 5 I T Y P . LT 2 STORY FRAME DWELLING \ I PROPOSED b BEDROOM SEPTIC SYSTEM ` j NTS BASEMENT = 1,421 5F \ —I¢{ SYMBOL -� FIRST FLOOR = 1,56.7 SF \S�$ 2ND FLOOR = 1,441 5F � DRYWELL s$$`r 2g\,yY -_-_-_-_--------J �� PROPOSED LEACHING POOL 142.0- ----------- ° ---- ® PROPOSED SEPTIC TANK IMPROVED WITH SCTM DIST. 1000 SEG 058 BLK 0-7 LOT 10.1- PUBILICIN ATTER EXPANSION MAP OF SUMMIT ESTATES, SECTION 5 EXPANSION PILED DATE: 05/21/2002 AS No. 1076a LOT 51 1�T -4--64 EXISTING WATER LINE SITUATE IN: EAST MARION TOWN OF: SOUTHOLD 1V SUFFOLK COUNTY, NEW YORK -U&E UGC UNDERGROUND ELEC. LINE --�---� EXISTING WATER LINE SITE PLAN I" = 50'-0" s�mm FLED SITE INFO BASED ON SURVEY BY GARY BENZ LAND SURVEYING \ OR DATED 09 / 15 / 20 GENERAL NOTES: 1� i; I. COMMUNITY HAS PUBLIC WATER. �; r 2. ALL HOUSES WITH IN 150 FEET OF ALL PROPERTY LINES HAVE PUBLIC WATER. 5. NO HOUSES WITH IN 150 FEET OF ALL PROPERTY LINES HAVE WELLS. N r �- 4. ELEVATION, PROPERTY ELEVATION 15 RELATIVELY FLAT. 5. ELEVATIONS BASED ON NAVD (I a88) rNE`�`I� 6. LOT SIZE 51,7721 50. FT. 04 25 2021 VICTOR CUNEO Project Name and Address ARCHITECT P.C. 605 GUS DR. 154 LAUREL ROAD EAST NORTHPORT,NY 11731 EAST MARION, NY (631)261-2744 1W7 9 THE AREA' OF THIS PROPERTY IS 31,721 S.F. OR 0.728 ACRES ALL ELEVATIONS REFER TO NA VD '88 DATUM n CLEARING CALCULATIONS R-40 ZONING IJ�J EXISTING CLEARING IS 31,721 S.F. (100%) dAdri COVERAGE CALCULATIONS t In I &4k ALLOWABLE COVERAGE IS 6,344 S.F. (209.)f�-- s EXISTING COVERAGE IS 0 S.F. (07.) 17 1.50 MAR 2 5 2022 TOWN OFS Ltpr \ ouTHOLO U a .5' �giVs oRM�� A VA<S 00 Q31 OR/ O ^ r Q4z J �� ►3� °2s 1?� r`' fpm• s3� / /h�?3?�^ --��0°w �O .0 FG• 14.5' p / / TOA op •�': 6 � �GJ S� sp F°C/N RCy /yF Co �qCC d o,/ FOUh •'`. iY/��7".4 • Oks Q p, qn0 //Mrn O q�� rFC Os4o� °H'°q;/OA( Aqs •'� /. �� FeNr F,y>F /• FC x 13.7' / \ °UNOq�C /7T 0�S CqR n0� /' B W Sly �� •;X2.91 X. .p• O tN o 0g3� A 1R�OPR ry 3.5 13. C OF /V O sy n CERTIFIED TO: �2`s�`o °So829 ��yo� Colossus Construction Management, LLC 4AND S�� FOUNDATION LOCATION SURVEY 10/15/2021 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. N0. 1000 — 38 — 7 — 10.19 SURVEY OF: LOT 31 MAP OF SUMMIT ESTATES, SECTION 3 GARY BENZ, L.S. FILED MAY 21, 2002 - AS No. 10769 SITUATED IN: EAST MARION TOWN OF: SOUTHOLD Surveying and Land Planning 527—B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 9/15/2020 JOB NO. G20-6100 SCALE: 1" = 40' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. vTHE AREA OF THIS PROPERTY IS 31,721 S F. OR 0.728 ACRES Lu", ALL ELEVATIONS REFER TO NA VD '88 DATUM FEB 1 223 R-40 ZONING BUILDINGDEPTL® �WN®F$01nH0 CLEARING CALCULATIONS, EXISTING CLEARING IS 31,721 S.F. (1009) COVERAGE CALCULATIONS ALLOWABLE COVERAGE IS 61-3.44 S.F. (209) V� EXISTING COVERAGE IS 3,628 S.F. (11.49) UV�Lr=13�LnJ / 00 o FR N p 0; ' W /--WA7ERwUNE v M, Way s rrte• $`3?. � ?3 .h. Chq�,y G• o Mc. Oo° 49 16S. y �Bq p°kg°.. J7, p FC x 13 7' 0 °( �'� ped' �3• sc �' .1 = 40' 24 ry }v SCALE ti 3 4, o' 20' 40' 60' -BO' V��3 \x a 89 8' ►��ry - SANITARY SYSTEM MEASUREMENTS G A B DESCRIPTION C.0 32.5' 8.0' CLEAN—OUT e, ST 38.0' 23.5' 2000 G. SEPTIC TANK .� v DB 43.0' 32.0' DISTRIBUTION BOX � Q CP1 48.0'43.0' W0x8' CESSPOOL {� �Q CP2 34.0'36.0' B'4xB' CESSPOOL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ��j Cl APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 0' 13.5' Date_._ 1/27/23 H.S. Ref. No. R-21-1117 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found 0�� F��. ;3. to be satisfactory FORA MAXIMUM OF 6 BEDROOMS. fl 13. 0� fJE CRAIG KNEPPER, RE.,CHIEF �' L', , Office of Wastewater Management c Fn CAN0 c��F' CERTIFIED TO: Colossus Construction Management, LLC UPDATED DRIVEWAY 7/17/2023 FINAL SURVEY 9/28/2022 FOUNDATION L OCA TION SURVEY 10/15/2021 GUARANTEES INDICATED SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE S.C.T.M. N0. 1000 — 38 — 7 — 10.19 SURVEY OF: LOT 31 MAP OF SUMMIT ESTATES, SECTION 3 GARY BENZ, L.S. FILED MAY 21, 2002 — AS No. 10769 SITUATED IN: EAST MARION TOWN OR SOUTHOLD Surveying and Land Planning SUFFOLK COUNTY, NEW YORK 527—B Hawkins Avenue Ronkonkoma, N.Y. 11779 DATE; 9/15/2020 JOB NO. G20-6100 SCALE: 1".= 40' GaryBenzLS@Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERA77ON OR ADD177ON TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND U77LI77ES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL IF.ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCA77ON LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. YEW Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured RICK RADIGAN CONTRACTING INC. 631-757-5763 495 MAIN STREET NORTHPORT,NY 11768 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD-BUILDING DEPT 54375 MAIN ROAD 3b.Policy Number of Entity Listed in Box 1 a" PO BOX 1179 DBL447615 SOUTHOLD, NY 11971 3c.Policy effective period 07/01/2021 to 06/30/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. Fj B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F1 B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 8/18/2021 By UJ 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 11111111 1111111 NYS 1 F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE n n n n n n 112722372 ROBERT P BRADY AGENCY INC 487 NEW YORK AVE ❑� I.. . PO BOX 585 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RICK RADIGAN CONTRACTING INC TOWN OF SOUTHOLD-BUILDING DEPT 495 MAIN STREET 54375 MAIN ROAD NORTHPORT NY 11768 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12350817-9 777213 01/01/2021 TO 01/01/2022 8/18/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2350 817-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:672135540 U-26.3 RICKRA OP ID:C B ACOR�O DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F08/18/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 631-673-0500 cANEACT Clifford T. Brady Robert P.Brady Agency,Inc. PHONE 631-673-0500 FAX 631-423-0956 487 New York Avenue (ac,No,Ext): (AIC,No): Huntington,NY 11743 ADDRESS: Clifford T.Brady INSURERS AFFORDING COVERAGE NAIC# INSURERA:Evanston Insurance Company Inc INSURED Rick Radigan Contracting Inc. INSURER B: 495 Main Street INSURER C: Northport, NY 11768 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRM /DD/YYYY MM/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE � OCCUR 3FA9900 04/17/2021 04/17/2022 DAMAGE TO RENTED rence $ 100,000 MED EXP(Any oneperson) $ 5,000 X Blanket All Incl PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 X POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMccI tlentSINGLE LIMIT)- $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OV yNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION PERUTJ7 OTH- AND EMPLOYERS'LIABILITY YIN STAT ER OFFICEWMEMBERPEXCLUDED�ECUTIVE N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD-BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 54375 MAIN ROAD PO BOX 1179 AUTHORIZED REPRESENTATIVE SOUTHOLD, NY 11971 Clifford T. Brady ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Suffew county Dept. of Labor, Licensing ,& Consumer Affair HOME IMPROVEMENT LICENSE Name RICHARD J RADIGAN Business Name This certifies that the RICK RADIGAN CONTRACTING INC bearer is duty licensed by the County of suffolk - License Number: H-17044 Rosalie Drago issued: 08101/19$9 Commissioner Expires: 08/01 /2022 Bargain and Sale Deed with Covenant against Grantor's Acts-Individual or Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the Z3 day of ()c13, ,in the year 2020, BETWEEN HERMAN DEMIRCIYAN and VARIAN DEMIRCIYAN residing at 160 Osprey Nest Road, East Marion,New York 11939 Party of the first part,and PROTEUS PROPERTIES,LLC with offices at 171 Farragut Circle,New Rochelle,New York 10801 Party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the parry of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, S:38 situate,lying and being in the B:7 L: 10.019 SEE Schedule"A"annexed hereto for legal description BEING THE SAME PREMISES described in the deed to the party of the first part by deed dated January 11,2005,Recorded February 3,2005 in Liber D 12369 at Page 695. PREMISES KNOWN AS:605 GUS DRIVE,EAST MARION,NEW YORK 11939 TOGETHER with all right,title,and interest.if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof.TOGETHER with appurtenances and all the estate and rights of the party of the first part in and to said premises:TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the parry of the second pan forever. AND the parry of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any whatever.except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law.covenants that the parry of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be constructed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: HER N D R IY ARTA WFG Nadonal Title Insurance Company Title Number.SAL4870S Page 1 SCHEDULE A DESCRIPTION ALL that certain plot,piece or parcel of land,situate,lying and being In East Marion,In the Town of Southold,County of Suffolk and State of New York,known and designated as Lot No.31 on a certain map entitled:*Map of Summit Estates,Section 3'filed in the Office of the Clerk of the County of$uffolk on 6/21/2002 as Map No.10769,bounded and described as follows: BEGINNING at a point on the southeasterly side of Gus Drive,said point being distant 490.04 feet southwesterly and southeasterly from the comer formed by the Intersection of the northeasterly side of Gus Drive with the southwesterly side of Summit Lane aka Chios Lane;said point also being the division line between lots 31 and 30 on the aforesaid map; RUNNING THENCE northerly.along the southeasterly side of Gus Drive,along the are of a curve bearing to the left having a radius of 60.00 feet,a distance of 79.82 feet to the division line between lots 30 and 32 on the aforesaid map; THENCE along said division line,South 64 degrees 06 minutes 12 seconds East,246.41 feet to the division line between lots 31 and 33 on the aforesaid map; THENCE along said division line,the following two(2)courses and distances: 1. South 25 degrees 53 minutes 48 seconds West,142.09 feet; 2. South 55 degrees 19 minutes 28 seconds West,55.59 feet to the division line between lots 31 and 30 on the aforesaid map; THENCE along said division line,North 34 degrees 40 minutes 32 seconds West,238.72 feet to the southeasterly side of Gus Drive,the point or place of BEGINNING. 1 STATE OF NEW YORK ) COUNTY OF NASSAU )ss: On the--day of October in the year 2020, before me,the undersigned,a Notary Public in and for said State, personally appeared HERMAN DEMIRCIYAN and VARTAN DEMIRCIYAN, personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by their signatures on the instrument,the individuals,or the person upon behalf of which the individuals acted,executed the instrument. JEFFREY STERN NOVARY PUBLIC NOTARY PUBLIC-STATE OF NEW YORK NO.30.4673721 QUALIFIED IN NASSAU COUNTY (� MY COMMISSION EXPIRL•S DEC.31. O -' STATE OF NEW YORK ) V COUNTY OF )ss: On the_day of in the year 20_, before me, the undersigned, a Notary Public in and for said State, personally appeared ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual( s)whose name(s) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. NOTARY PUBLIC BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ARS Title No. [ ] HERMAN DEMIRCIYAN and Sec: 38 VARTAN DEMIRCIYAN Block: 7 Lot: 10.019 -To- County:Suffolk Street Address: 605 Gus Drive PROTEUS PROPERTIES,LLC East Marion,New York 11939 Record&Return to: Martin Finnegan,Esq. Twomey,Latham,Shea,Kelley, Dubin&Quartararo,LLP 33 West Second Street Riverhead,New York 11901 I t r Generated by REScheck-Web Software Compliance Certificate Project 605 Gus Drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,995 ft2 Glazing Area 31% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 605 Gus Drive George Venetoklis Victor Cuneo East Marion, NY 11939 Compliance: . . - Compliance: 7.1%Better Than Code Maximum UA: 523 Your UA: 486 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Re Assembly or q. Ceiling: Flat Ceiling or Scissor Truss 1,596 38.0 0.0 0.030 0,026 48 41 Wall:Wood Frame, 16"o.c, 2,438 21.0 0.0 0,057 0.060 94 99 Door 1: Solid Door(under 50%glazing) 21 0,140 0,320 3 7 Glass Doors: Glass Door(over 50%glazing) SHGC: 0,30 124 0.300 0.320 37 40 Window:Vinyl Frame SHGC: 0,30 644 0,300 0,320 193 206 Partition Wall:Wood Frame, 16"o,c, 198 21.0 0.0 0,057 0,060 9 9 Door:Solid Door(under 50%glazing) 42 0,140 0,320 6 13 Cantiliever Floor:All-Wood joist/Truss 35 30,0 010 0.033 0,047 1 2 Basement:Solid Concrete or Masonry Wall h grade:8.0' Belo Depth below gr1,539 0,0 11.0 0,055 0,059 81 87 Insulation depth:9.0' Door:Solid Door(under 50%glazing) 21 0,140 0,320 3 7 Window:Vinyl Frame SHGC: 0,30 38 0,300 0.320 11 12 Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 1 of10 t f 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 RESc c e slon ; RESchec - eb and to ply wit mandatory require listed In Scheck Inspection C ec"st, h c✓ r 2�G .2,? a Name-Title Stgnat re Daly Project Title: 605 Gus Drive Report date: 07/22/21 Data filename; Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 60.0% 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/Plant Review Value Value Complies? Comments/Assumptions &Re .ID 103.1, ,Construction drawings and [)Complies I 103,2 !documentation demonstrate :3 , ❑Does Not ! [PRl)1 !energy code compliance for the v !building envelope,Thermal ❑Not Observable lenvelope represented on ❑Not Applicable 'construction documents. l 103.1, ,Construction drawings and ❑Compiles lRequirement will be met. 103,2, Idocumentatlon demonstrate } ❑Does Not ! 403,7 (energy code compliance for [PR311 !lighting and mechanical systems. ❑Not Observable `Systems serving multiple ❑Not Applicable ; 1dwelling units must demonstrate compliance with the IECC 1 Commercial Provisions. 302.1, 'Heating and cooling equipment Is: Heating: 1 Heating: i❑Complies lRequirement will be met. 403.7 sized per ACCA Manual 5 based 1 Btu/hr Btu/hr ;❑Does Not [PR2)2 on loads calculated per ACCA i Coolie i Cooling: I l (g !Manual J or other methods i Btu/hrg 1 Btu/hri❑Not Observable }approved by the code official. 1❑Not Applicable 1 Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) '2 liviediurn Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 3 of10 1 ' Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402,1,1 'Conditioned basement wall ; R. i R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value,Where interior R_ R_ i❑Does Not table for values, l� I Insulation Is used,verification i may need to occur during ; 1 i❑Not Observable 1 linsuiation Inspection. Not 1 i 1❑NotApplicable required In In warm-humid locations; in Climate Zone 3, ❑Compiles l 303.2 (Conditioned basement wall v cr f a. •: P{, �� F0511 l Insulation Installed per ,•,:� :; •❑Does Not !manufacturer's Instructions. � jfa�`.:.r ' ' . a•�; ' : ;1; iA) { ❑Not Observable ❑Not Applicable 402,2,9 'Conditioned basement wail i ft i ft :❑Complies :See the Envelope Assemblies F06 1 IInsulation depth of burial or i i i irable for values, [ ] p ,❑Does Not , j) I distance from top of wall, 1 l : : ,❑Not Observable , ❑Not Applicable 303.2.1A protective covering Is Installed + , ❑Complies , CFQll]2 Ito protect exposed exterior ' ❑Does Not Insulation and extends a lminlmum of 6 In, below grade, []Not Observable I ❑Not Applicable 1 403.9 ]Snow-and Ice-melting system ❑Compiles :Requirement will be met. [F012]2controls installed, y ❑Does Not []Not Observable ❑Not Applicable 1 Additional Comments/Assumptions; 11 High Impact(Tier 1) 2.:Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID . 402,1.1, Door U-factor. I U- I U- !0Compiies ISee the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 I❑Not Observable I ;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted 1 U- I U- l❑Complles (see the Envelope Assemblies 402.3,1, ,average). ;❑Does Not table for values, 402.3.3, i , , ' 1 1 UNot Observable 1 [FR211 ` ; ;❑Not Applicable u ! 303.1.3 IU-factors of fenestration products ` 3'` °' ` "�" ❑Complies 1 [FR4]1 are determined in accordance 't'�3' s ` 1 with the NFRC test procedure or �. + t ' �'{;i t❑Does Not taken from the default table. z ❑Not Observable 1 r ❑Not Applicable 402.4.1.1 lAir barrier and thermal barrier ❑Complies 1 [FR2311 Installed per manufacturer's r j. .°,; ❑Does Not 1 Instructions. t 1 1 4 ❑Not Observable 1 ❑Not Applicable I 402.4.3 !Fenestration that is not site built ❑Complies 1 1 , [FR20] ,is listed and labeled as meeting ,' I, ; '�'' •I'� ' []Does Not I i 1AAMA/WDMA/CSA 101/I.S.2/A440 ` ,or has infiltration rates per NFRC []Not Observable 1 400 that do not exceed code ' ❑Not Applicable !limits. ' 1 402.4.5 11C-rated recessed lighting fixtures ❑Compiles 1 [FRi6]2. I sealed at housing/Interior finishs []Does Not sand labeled to Indicate s2.0 cfm Cleakage at 75 Pa. ❑Not Observable ❑Not Applicable 1 1SuInsulatedted d recur where duct ducts In iss ❑Compiles ;Requirement will be met. [FR121 []Does Not i>=3 Inches In diameter and >= ; 1 11-6 where<3 Inches.Supply and ❑Not Observable !return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for idiameter>= 3 Inches and R-4.2 I for<3 Inches in diameter. 1 403,3.2 !Ducts, air handlers and filter 13Complles !Requirement will be met. [FR1311 !boxes are sealed with I ❑Does Not 1 i( 1 joints/seams compliant with 1 ;International Mechanical Code or ❑Not Observable !international Residential Code, as ❑Not Applicable I ;applicable. 403.3.5 ,Building cavities are not used as []Compiles (Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not 'J II [--]Not Observable ❑Not Applicable l 403:4.; 'HVAC piping conveying fluids 1 R. 1 R- 1❑Complies !Requirement will be met. [F.R17]2 `!above 105 OF or chilled fluids 1 1 10Does Not i below 55 OF are Insulated to?R- I l l 1 e 1 1 1❑Not Observable ' {3 ![:]Not Applicable 403.4.1 'Protection of insulation on HVAC ❑Complies iRequlrement will be met. [FR2411 Epiping. []Does Not I ' 1 ❑Not Observable I 1 ❑Not Applicable 403.5.3 Hot water pipes are Insulated to 1 R- I R- I❑Complies (Requirement will be met. [FR18]2 • iaR-3. I I I❑Does Not 1 , y 1 1 !❑Not Observable I ❑Not Applicable 1 High Impact(Tier 1) J..2 1 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403:6. JAutomatic or gravity dampers are .. ., ' ❑Compiles ; 0191- installed on all outdoor air , ❑Does Not ? ,::.. - z i Intakes and exhausts, " '�;, #QX ❑Not Observable Ype° ` u '`' ,/` Ff' ..�« ` ❑Not Applicable ; Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 2• Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req,ID 303.1 All Installed Insulation Is labeled ;ti❑Complies ; [IN13]2 or the Installed R-values ��,,',,'''CCCCCC"' �6s:t(' its;} []Does Not ' .Ili,\♦ K•��i:',� rt �•f. ' provided, s a..F•5�. � ,• ❑Not Observable []Not Applicable 402,1.1, ;Floor Insulation R-value. ; R- 1 R- !❑Complles ;See the Envelope Assemblles 402,2,6 ,❑ Wood ;❑ Wood ;❑Does Not table for values. [IN111 1❑ Steel1 E] Steel Not Observable 1 I 1 { I ! 10Not Applicable i per P4 `Srti.,.,..�t}-a.•-,f�y ;yy•�4�r`.�','�11'�A• p 1 303.2, Floor Insulation Installed °I ��•?�:`t'ti / ., �❑Com Iles 1 402.2.8 !manufacturer's Instructions and 3kn,❑Does Not 1 [IN211 !in substantlal contact with the i R` a ;; r ri[]Not Observable �1 underside of the subfloor, or floor , •„•_'s. ,�. ., ; ,�• r Iframin cavity insulation Is In £ .fir, g y ,};� ' � �,3' ;* ❑Not Applicable ;contact with the top side of xtr ! !sheathing,or contlnuous !insulation Is Installed on the underside of floor framing and I extends from the bottom to the r r ;, • _ ' top of all perimeter floor framing members. 1 402.1.1, EWall Insulation R-value.If this Is a I R- 1 R- ![]Complies ;See the Envelope Assemblles 402,2.5, (mass wall with at least 1/z of the ❑!❑ Wood I Wood !❑Does Not !table for values. 402.2.6 !wall insulatlon on the wallI : ! [IN311 :exterior,the exterior Insulation i❑ Mass ❑ Mass ❑Not Observable !requirement applies(FR10), 1❑ Steel 1❑ Steel i❑Not Applicable i ! ! ! ! ! 303.2 ;Wall Insulation Is Installeder �r '�' = p ., &: ;�v. � �•a.,�.t , . .� �, ❑Complies , [IN411 !manufacturer's instructions. ❑Does” 4 Not i h. - ,• c•,. i , ! Y3�r Jf3 [--]Not Observable 1 `s.. �•y��t '?ara.'�.�;rf1� :.,, .�.n . ❑NotAppllcab{e i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'J Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 7 of 10 section Plans.Verif led Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Reci ID 402,1,1, 'Celling Insulatlon R-value, 1 R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2,1, 1 I Wood I❑ Wood I❑Does Not table for values, 402.2.2, I I❑ Steel 1❑ Steel I❑Not Observable I 402,2.6 , (Fill' ' ' ;❑Not Applicable ; 303.1,1,1,,Gelling insulation installed per .��`w"`�b �' � �'a��'r�:��.�.�;;� '❑Compiles , 303,2 :manufacturer's instructions, Does Not JFJ211 Blown insulation marked every , �,,. ��. ��.�r; �, �, '300 ft2. ��y; 1. ` '?li+ 1, �k�t •,r, ':t%� ❑Not Observable ME I t�ttK "•, ,i s�� I �+fi3�' ,❑Not Applicable ; 402.2.3 (Vented attics with air permeable , `- a *y i' , ' "' T t�M' ,❑Complies : [FI22]2 ,Insulation Include baffle adjacent ❑Does Not to soffit and eave vents that ? w. Iyy u ❑Not Observable ' extends over Insulation. ��',�� ;j''�� w�l�� } �1'��'M : ❑Not Applicable ; 402,2,4 ,Attic access hatch and door ; R- ; R- ![]Complies ; [F1311 I Insulation zR-value of the : : '❑Does Not :adjacent assembly, I I ,❑Not Observable ;❑Not Applicable 1 402.4.1.2 'Blower door test @ 50 Pa. <=5 1 ACH 50 = ; ACH 50= i❑Complles ; [F11711 lath In Climate Zones 1-2, and ;C7Does Not I <=3 ach In Climate Zones 3-8, ; : !ONot Observable I ; ;❑Not Applicable 403,3,3 :Ducts are pressure tested to : cfm/100 ; cfm/100 :❑Complies :Requirement will be met, [FI27]1 :determine air leakage with ft2 ;❑Does Not I ;either:Rough-In test:Total ; I 1 'leakage measured with a ; I ',[--]Not Observable !pressure differential of 0.1 Inch 1 ' ;❑Not Applicable ; mg.across the system Including the manufacturer's air handler I enclosure if Installed at time of !test,Postconstruction test:Total ;leakage measured with a !pressure differential of 0,1 Inch lw,g, across the entire system :including the manufacturer's air handler enclosure, 403,3,4 Duct tightness test result of<=4 I cfm/100 i cfm/100 '❑Complies 1Requirement will be met. [F1411 1 cfm/100 ft2 across the system or 1 �— 1 ft2 I❑Does Not <=3 cfm/100 ft2 without air I handler @ 25 Pa.For rough-in ; 1❑Not Observable 1 Itests,verification may need to : : ![]Not Applicable ; Ioccur during Framing Inspection, I I 403,3,2.1 `Air handler leakage designated """ " "' z ❑Complies ;Requirement will be met, [FI2411 I by manufacturer at<=2%of ❑Does Not I 1 design air flow, I ❑Not Observable ❑Not Applicable ; 403..1,1 . Programmable thermostats ❑Complies (Requirement will be met. [F1912 Installed for control of primaryI t ❑Does Not I 'heating and coaling systems and �° E initially set by manufacturer to f. Y 4 ❑Not Observable i code specifications. ❑Not Applicable ; 403.1.2 (Heat pump thermostat Installed []Complies !Exception: Requirement is (F.1 10]2, `on heat pumps, []Does Not !not applicable, 1 []Not Observable I ❑Not Applicable ; 403:5:1 JCirculating service hot water []Complies ;Requirement will be met. [FI.1112 (systems have automatic or []Does Not accessible manual controls. }[]Not Observable ❑Not Applicable I I Hfgh Impact(Tier 1) 1.2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename; Page 8 of 10 section Plans Verified Field Verified #. Final Inspection Provisions Value value.. Complies? Comments/Assumptions & Req.ID . 403,6.1 }All mechanical ventilation system t� ��'''t�' �:" �'° -[]Compiles 2 I Y •; �`� «� � f. fir' ,= IRequlrementwill be met. [FI25p dans not part of tested and listedt 'x a �,• '+"❑ , Does Not IHVAC equipment meet efficacy Y.❑Not Observable , land airflow limits per Table .` /�t ,, � H_ , 18403.6.1, ❑Not Applicable 403:2 jHot water boilers supplying heat " " ~' ' ',:t❑Complies IRequirement will be met. (F12612 through one-or two-pipe heating ^•,1 ;+ „ ^' r, •. []Does Not ,systems have outdoor setback +' control to lower boiler water ;y ❑Not Observable I `temperature based on outdoor ❑Not Applicable !temperature. 403:5.1.1 Heated water circulation systems ' "' Y. x ❑Compiles !Requirement will be met. (F12812 have a circulation pump,The ❑Does Not !system return pipe is a dedicated • Ireturn pipe or a cold water supply 4; s ' �❑Not Observable I ipipe.Gravity and thermos- ❑Not Applicable 1 syphon circulation systems are . I I not present.Controls for I 'circulating hot water system pumps start the pump with signal ; I for hot water demand within the occupancy.Controls automatically turn off the pump y when water is In circulation loop ; Is at set-point temperature and I no demand for hot water exists. ' 4.03.5.1:2 ;Electric heat trace systems i ❑Complies !Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL �_;� 'i: °' ❑Does Not snot applicable. X515. Controls automatically #. adjust the energy Input to the �* r' r r'. i .[]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature In the piping, 403.5.2 Demand recirculation water ❑Complies (Requirement will be met. (F.30]2.: !systems have controls that I* ❑Does Not manage operation of the pump 'and limit the temperature of the [--]Not Observable water entering the cold water ❑Not Applicable I piping to<= 1049F. I 403.5.4 ;Drain water heat recovery units ❑Complies I Requirement will be met. [F1311? .,tested in accordance with CSA �, ;� I C. ❑Does Not 11355.1. Potable water-side 1 pressure loss of drain water heat ❑Not Observable I •recovery units < 3 psi for ❑Not Applicable !individual t n dual unl s connected to one or two showers. Potable water- 'side pressure loss of drain water 1 heat recovery units<2 psi for Zindividual units connected to 'three or more showers. ' 404.1 190%or more of permanent ❑Complies 1Requirement will be met. IF1611 Iflxtures have high efficacy lamps. ODoes Not I y ❑Not Observable ❑Not Applicable I 404.1.1 ,Fuel gas lighting systems have ❑Complies 1Requirement will be met. [FI23]3 �no continuous pilot light, ❑Does Not i j ❑Not Observable i ❑Not Applicable 401:3 lCompllance certificate posted. ❑Complies I ❑Does Not ❑Not Observable ❑Not Applicable 1 IHigh Impact(Tier 1) :2 Medlum Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data fllename: Page 9 of 10 r Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions &Re .ID 3033 Manufacturer manuals for . , C]Complles I Requirement will be met, [FI18]3 mechanical and water heating ;fig th, ; f`ti cx ` [` +" I t ��` 4} , � t,, . �❑Does Not , !systems have been provided, ' b r�+��.,�*:� 1�'•��fi+�� x�;,��':. �, C]NotObservable ; Applicable Additional Comments/Assumptions: 1 I Hlgh Impact(Tier 1) Z-.1 Medium impact(Tier 2) 13 IlLow Impact(Tier 3) Project Title: 605 Gus Drive Report date: 07/22/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21,00 Below-Grade Wall 21.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: �1:!5�_ Cooling System: tq.��2 Water Heater., Name: C Date: Comments Load Short Form Job: 605 Gus Drive Date: 7121121 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Gus Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 15 82 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 57 7 Fireplaces 1 (Tight) Daily range. - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1561 20035 21317 967 967 AH2_2nd Floor 1596 20676 16479 800 800 Entire House 3157 40711 37796 1767 1767 Other equip loads 3415 428 Equip. @ 0.87 RSM 33331 Latent cooling 4322 TOTALS I 3157 l 44126 l 37654 l 1767 I 1767 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2021-Jul-2211:38:31 ,a.�• ,.> .. Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 SCA ...s\Wrightsoft HVAC1605 Gus Drive—East Marion.rup Calc=MJ8 Front Door faces: N f r Load Short Form Job: 605 Gus Drive L N t;+t G Y Date: 7121121 E ' AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Gus Drive, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 15 82 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD (°F) 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference(gr/Ib) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade BURNHAM BY U.S. BOILER Trade RHEEM Model ES25 Cond RA1330AJlNA AHRI ref 2101366 Coil RH 1 T3617STANJAUSA AHRI ref 7508178 Efficiency 85 AFUE Efficiency 12.0 EER, 13 SEER Heating input 140000 Btuh Sensible cooling 20300 Btuh Heating output 119000 Btuh Latent cooling 8700 Btuh Temperature rise 112 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area ;Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den Bath 50 331 34 16 2 Mud Room 137 2497 2348 121 107 Den 230 3455 3772 167 171 Pwdr Rm 28 43 4 2 0 Rear Entry 108 920 610 44 28 Kitchen 254 2003 4323 97 196 Foyer/Dining 386 4247 4448 205 202 Family Room 368 6538 5777 316 262 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wvrightsoft" 2021-Jul-2211:38:31 AC r�+r�, Right-Suite®Universal 2021 21.0.06 RSU20822 Paget ACOA ...s\Wrightsoft HVAC\605 Gus Drive—East Marion.rup Calc=MJ8 Front Door faces: N AH1_1st Floor 1561 20035 21317 967 967 Other equip loads 1459 183 Equip. @ 0.87 RSM 18748 Latent cooling 2344 TOTALS 1 1561 1 21493 1 21092 1 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ter wrightssoft- 2021-Jul-2211:38:31 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 3 ...Mrightsoft HVAC1605 Gus Drive—East Marion.rup Calc=MJ8 Front Door faces: N r . Load Short Form Job: 605 Gus Drive Date: 7121121 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Gus Drive, East Marion, NY 11939 Design Information. Htg clg Infiltration Outside db (°F) 15 82 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity (%) 35 50 Moisture difference(gr/Ib) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade BURNHAM BY U.S. BOILER Trade RHEEM Model ES25 Cond RA1324AJlNA AHRI ref 2101366 Coil RH1T2417STANJAUSA AHRI ref 7507836 Efficiency 85 AFUE Efficiency 12.0 EER, 13 SEER Heating input 140,000 Btuh Sensible cooling 16800 Btuh' Heating output 119000 Btuh Latent cooling 7200 Btuh Temperature rise 135 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bath 185 2912 2055 113 100 Master Bedroom 291 4008 2673 155 130 Foyer OTB 162 1346 2201 52 107 2nd FI Hall 133 276 771 11 37 Bedroom 3 155 2197 1926 85 93 Bedroom 2 248 2803 2383 108 116 Bath 2 55 802 467 31 23 Bath 1 71 1082 932 42 45 Bedroom 1 297 5250 3071 203 149 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. !TIghtsa►tl°t'� 2021-Jul-22 11:38:31 �..,.,, Right-Suite®Universal 2021 21.0.06 RSU20822 Page .f'm ...s\WrightsoftHVAC\605 Gus Drive—East Marion.rup Calc=MA Front Door faces: N AH2_2nd Floor 1596 20676 16479 800 800 Other equip loads 1956 245 Equip. @ 0.87 RSM 14584 Latent cooling 3341 TOTALS I 1596 I 22633 I 17925 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wvr%ghrtsoft" 2021-Jul-2211:38:31 Right-Suite®Universal 2021 21.0.06 RSU20822 Page5 + ...s\Wrightsoft HVAC\605 Gus Drive—East Marion.rup Calc=MJ8 Front Door faces: N N Basement Mechanical Rm 12 x 12 1777 8 x 4 8x4 18x12 4x4 4x4 4x12 6x8 8x4 Unfinished Base 8x12 8x4 8x4 10x4 10X4 10x4 Job #: 605 Gus Drive Home Energy Solutions Inc. Scale: 1 : 112 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@Universal 2021 605 Gus Drive Huntington,NY 11743 21.0.06 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2021-Jul-22 11:40:54 gdlamay3@gmail.com AC\605 Gus Drive_East Marion.ruj t 1st Floor N Garage Den Bath 16 cfm 171 cfm Mud Roo Den, %,121 cm• Pwde Rm 2 cfm 44 cfm 67 cfm Rear Entry 98 cfm 102 cfm Foyer/Dining Kitchen CK 8 cfm Family Room 158 cfm M 58 cfm Job #: 605 Gus Drive Home Energy Solutions Inc. Scale: 1 : 112 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite@Universal 2021 605 Gus Drive Huntington,NY 11743 21.0.06 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2021-Jul-22 11:40:54 gdlamay3@gmail.com ...AC\605 Gus Drive East Marion.ru 2nd Floor N UnfinishedAttic Master Bedroom Master Bath .155.cfm 7" 6 113 cfm 394 cfm� 6 x 12 8x12 2nd FI Hall 4 x 12 4 x 12 Foyer OTB - 10 x 12. 37 cfm 4" 107 ofm 6" 93 dm 6 Bedroom 3 8x12/ 417 cfm 7" 116 cfm 6x12 31 cfm 4" Bedroom 2 Bath 2 12 4" 9„ 203 cfm Bath 1 45 cfm Bedroom 1 Job#: 605 Gus Drive Home Energy Solutions Inc. Scale: 1 : 112 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite®Universal 2021 605 Gus Drive Huntington,NY 11743 21.0.06 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2021-Jul-22 11:40:54 gdfamay3@gmail.com ...AC\605 Gus Drive—East Marion.ruF Manual S Compliance Report Job: 605 Gus Drive Date: 7121121 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Project • • For: 605 Gus Drive, East Marion, NY 11939 Cooling • • Design Conditions Outdoor design DB: 82.2°F Sensible gain: 21500 Btuh Entering coil DB: 75.2°F Outdoor design WB: 72.0°F Latent gain: 2344 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0°F Total gain: 23843 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1NA+RH1T3617STANJAUSA Actual airflow: 967 cfm Sensible capacity: 25056 Btuh 117% of load Latent capacity: 3596 Btuh 153% of load Total capacity: 28652 Btuh 120% of load SHR: 87% Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 21493 Btuh Entering coil DB: 70.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Burnham Model: ES25 Actual airflow: 967 cfm Output capacity: 119000 Btuh 554%of load Meets all requirements of ACCA Manual S. A:. Wright—soft- 2021-Jul-2211:38;31 .,<..•, ..�.,,.,..K.,., Rlght-Suite®Universal 2021 21.0.06 RSU20822 Page 1 ...s\Wrightsoft HVAC\605 Gus Drive-East Marlon.rup Calc=MJ8 Front Door faces: N T , Manual S Compliance Report Job: 60Date: 71211/21/21 ive I" 11 k t.° <.Y AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project For: 605 Gus Drive, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 16724 Btuh Entering coil DB: 76.5°F Outdoor design WB: 72.0°F Latent gain: 3341 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 20066 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1324AJ1NA+RH1T2417STANJAUSA Actual airflow: 800 cfm Sensible capacity: 20313 Btuh 121% of load Latent capacity: 3254 Btuh 97% of load Total capacity: 23567 Btuh 117% of load SHR: 86% Heating quipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 22633 Btuh Entering coil DB: 68.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Burnham Model: ES25 Actual airflow: 800 cfm Output capacity: 119000 Btuh 526% of load Meets all requirements of ACCA Manual S. 4- wrightsoW 2021-Jul-2211:38:31 �,, t* ,..w., ,.,m., Rig ht-Su ite®Universal2021 21.0.06 RSU20822 Paget ...s\Wrightsoft HVAC\605 Gus Drive East Marion.rup Calc=MA Front Door faces: N Duct System Summary Job: 605 Gus Drive Date: 7/21/21 AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project, • • For: 605 Gus Drive, East Marion, NY 11939 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.26 in H2O 0.26 in H2O Available static pressure 0.54 in H2O 0.54 in H2O Supply/return available pressure 0.333/0.207 in H2O 0.333/0.207 in H2O Lowest friction rate 0.113 in/100ft 0.113 in/100ft Actual air flow 967 cfm 967 cfm Total effective length (TEL) 479 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Den c 3772 167 171 0.281 5.8 4x 8 ShMt 13.3 105.0 Den Bath h 331 16 2 0.165 2.7 4x 4 ShMt 11.7 190.0 st2 Family Room h 3269 158 131 0.113 6.7 4x 10 ShMt 65.0 230.0 st4A Family Room-A h 3269 158 131 0.123 6.6 4x 10 ShMt 61.7 210.0 st4 Foyer/Dining h 2123 102 101 0.140 5.5 4x8 ShMt 47.7 190.0 St5 FoyeNDining-A h 2123 102 101 0.115 5.7 4x8 ShMt 58.3 230.0 st4 Kitchen c 2161 48 98 0.122 5.6 4x8 ShMt 52.7 220.0 st4 Kitchen-A c 2161 48 98 0.220 4.9 4x6 ShMt 31.0 120.0 st5 Mud Room h 2497 121 107 0.161 5.7 4x8 ShMt 16.3 190.0 st2 Pwdr Rm h 43 2 0 0.160 1.2 4x4 ShMt 18.0 190.0 st2 Rear Entry h 920 44 28 1 0.174 3.8 12x 4 ShMt 21.7 170.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 800 796 0.113 800 12.4 12 x 12 ShtMetl st4 Peak AVF 466 461 0.113 700 10.1 12 x 8 ShtMetl st2 St5 Peak AVF 151 199 0.140 597 7.0 8 x 6 ShtMetl st2 st4A Peak AVF 158 131 0.113 568 6.7 4 x 10 ShtMetl st4 -f l- 1wr-ightsoW 2021-Jul-2211:38:31 "►-- ,. �.,�..... . < Right-Suite®Universal 2021 21.0.06 RSU20822 Pagel + ...s1wrightsott HVAC1605 Gus Drive_East Marion.rup Calc=MJS Front Door faces: N r TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 967 967 183.7 0.113 645 13.3 12x 18 ShMt - ++- wrightsoft" 2021-Jul-2211:38:31 ,q�. Right-Suite®Universal 2021 21.0.06 RSU20822 Paget ,Aa ...s\Wrightsoft HVAC\605 Gus Drive—East Marion.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: 605 Gus Drive I I of L f ;N r:tc L;Y Date: 7121121 '��.'. " 0t;.1 ° AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 605 Gus Drive, East Marion, NY 11939 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.328/0.152 in H2O 0.328/0.152 in H2O Lowest friction rate 0.084 in/100ft 0.084 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 571 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 2nd FI Hall c 771 11 37 0.145 4.0 Ox 0 MtFx 11.0 215.0 st7 Bath 1 c 932 42 45 0.084 4.0 OX 0 MtFx 29.7 360.0 st7B Bath 2 h 802 31 23 0.086 4.0 Ox 0 MtFx 40.9 340.0 st7A Bedroom 1 h 5250 203 149 0.084 9.0 OX 0 MtFx 44.6 345.0 st7A Bedroom 2 c 2383 108 116 0.102 7.0 Ox 0 MtFx 21.7 300.0 st7 Bedroom 3 C 1926 85 93 0.102 6.0 OX 0 MtFx 25.0 295.0 st7 Foyer OTS c 2201 52 107 0.146 6.0 Ox 0 MtFx 10.0 215.0 st7 Master Bath h 2912 113 100 0.143 6.0 Ox 0 MtFx 13.3 215.0 st6 Master Bedroom h 4008 155 130 0.136 7.0 Ox 0 MtFx 26.7 215.0 st6 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 268 230 0.136 535 7.9 12 x 6 ShtMetl st3 st7 Peak AVF 532 570 0.084 685 11.6 12 x 10 ShtMetl st3 st3 Peak AVF 800 800 0.084 686 13.1 12 x 14 ShtMetl st7B Peak AVF 42 45 0.084 136 4.5 12 x 4 ShtMetl st7A st7A Peak AVF 276 217 0.084 552 8.8 12 x 6 ShtMetl st7 �, wrightsoft- 2021-Jul-2211:38:31 '►.» ,�,m•, .,.. ,< ..o.. Right-Suite®Universal 2021 21.0.06 RSU20822 Page C ...slWrightsoft HVAC1605 Gus Drive-East Marion.rup Calc=MA Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 394 383 165.7 0.092 592 9.9 12x 8 ShMt rt2 rb3 Ox 0 406 417 181.3 0.084 625 10.3 12x 8 ShMt rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 800 800 0.084 686 13.1 12 x 14 ShtMetl - - Wrilghft, 2021-Jul-2211:38:31 .,,,.,. Right-Suitee Universal 2021 21.0.06 RSU20822 Page i�rJ1 ...SlWrightsoft HVACt605 Gus Drive—East Marlon.rup Calc=MJ8 Front Door faces: N q67-iq 12'-O" ao OL GENERAL NOTES: ® ® 1.All work shall conform to national, state, and local codes. (2) 2 12 2.All unnoted or non-visible easements are the responsibility of the owner/ contractor. AGGESS 3.It is the contractors responsibility to poop familiarize himself with all aspects of these documents prior to beginning any 2 X a G.J. I 2 X a G.J. 16" o.c. I6" o.c. work. 4. These drawings are the property of R-38 INSULATION , Victor Cuneo Architect PC. Victor Cuneo IN GLC. R-21 IN WALLS Architect PC retains all common law d J statutory and other reserved rights, v 4 including the Copyright therein. Victor Cuneo Architect PC bears no to N N O G responsibility for their unauthorized use. iY 5.Victor Cuneo Architect PC shall not N r I A3 01 BEDROOM 3 control nor charge of and shall not be � � � N _I SITTING ROOM X, I � � ® responsible for construction means, methods,techniques, sequences,or procedures, or safety precautions and programs in connection with the work,for the acts or omissions of the contractor, subcontractors or any persons performing any of the work,or the failure of any of them to carry out the work in accordance with the contract documents. 3'-5° AGGESS \ q'-II" DOOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 Simpson HDu 2 X 1 (2 2 X o Linen I 2'-6;" l I FALSE GAMBREL LnI X BEDROOM 3 KV Bath x I + mO q'-O" Glg. h N p I 0 i FAL5E GAMBREL � d O ry ry� O I i a°' I I w cv ' w I o — — 1.15" XII "1/8" LVL RI - -- - -- - --- It Q I Rid ' Ou Linenm I �� _ 4 I >W z (2) 26-10 I fi i a u DOWtr I cV t- rldJ K) fi� I N N Closet Or (.-IS" C'3 �ti y =X X + Q 9� I ry N ry0 oI o � I o X JP I Ridih g Q O = O mW x 2�" \ x Center over Q I o T / o i \ entry door i z - ----------------- --- ---_- Closet \ N I -i /- -------- -�--- r J Gambrel Ridl e >— 1/2" PLYWD. ON FOYER 2 STORY WALLS \ I I License / Seal '\1 I �/ -tea RSlope '7/12 OF B6� C LINE E , I ROOF BR . WALL I __________-< I 10 - - - —- - - - - - —- -—--- <--— —---—-—-----—-—- -—---—-—-—---—-—-----—-— — 4) \.I'-q� Linen r � A - ------ ------------ N BEDROOM 4 \�c� O I— BEDROOM 2 in to x 9'-O" GLC. Y, u�iR4<S�. \GAO - 2 x 12 RIDGE — -- --- I a, I Ridge Slope -1/12 — III cv ® I I NE � I 2 x to R.R. I — — 2 x 8 G.J. O x 12 AT61' �� VICTOR CUNEO � I � � I / o I (2) 2xa (2) 2 10 --- --- ARCHITECT P.C. F o o ® im son H 7>U5 I I 154 LAUREL ROAD EAST NORTHPORT,NY 11731 BATHROOM N > I I (631)261-2744 o O N -A I I io 4 I I 2 X 10 R.R. _ I to (3) Studs between 2 X 8 G.J. B m I I Project Name and Address windowsEl 16" o.c. I 3.01 > ILDI I U1 BEDROOM I I ;;, O i'_ O I Slope -7/12 Slope e -1/12 ui a'-0, r-19. JI - OO �„ — Porch Roof p — ; 605 GUS DR. — CLOSET - EAST MARION NY � X1 I O ttl 4 I I 1n O ' r 2068 � I (2) 2 X 1 F2) 2 x 8 I I - 11 A L - - - - - - - - - - - - - - - - - - - - - _l Date: Scale : Simpson HDu5 ® ® Simpson HDUS 02/26/21 SEE PLAN Sheet No. FE 23-3 4 Ir ? 7 ?� - BUILDING DEPT i^P','or, pTNC�I n SECOND FLOOR PLAN 14415E ROOF PLAN 1/4" = 1'-0" NEW FINISHED AREA ABOVE I/4" = I'-01 GARAGE 514 517 ENERGY NOTES: GENERAL NOTES : I.) THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, OWNER AND THEIR AGENTS AND IJ ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 IEGG. GENERAL NOTES: EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES , LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES 2.) A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER ON THE WALL IN THE SPACE WHERE THE 1.All work shall conform to national, ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT AND SUCH CLAIM, FURNACE: 15 LOCATED. CERTIFICATE SHALL GOMPLY WITH IRC N1101.4. state, and local codes. DAMAGE, LOSS OR EXPENSE (A) 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 3.) ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 2.All unnoted or non-visible easements 6" DIAMETERare the responsibility of the owner/ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE THE INSULATION ON THE SURROUNDING SURFACES. A P VEDAS NOT D contractor. RESULTING THERE FROM) (B) IS CAUSED IN WHOLE OR PART BY ANY NEGLIGENT ACT OF OMISSION OF THE 4.) INSTALLATION- THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE 3.It is the contractors responsibility to CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR WITH THE CRITERIA LISTED IN TABLE 402.411 WHERE REQUIRED BY GODS OFFICIAL, AN APPROVED THIRD PARTY DATE: B.P.# 71 familiarize himself with all aspects of SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. FEE: E Y: these documents prior to beginning any ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IS CAUSED IN PART NOTIFY BUILDING Gc? work. REFLECTIVE WHITE DEPARTMENT AT 4. These drawings are the property of BY A PARTY INDEMNIFIED HEREUNDER. 5.) TESTING - BUILDING OR DWELLING AND SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO REFLECTIVE RED 765-1802 8A TO 4 PM FOR THE PANTONE#187 FOLLOWING INSPECTIONS: Victor Cuneo Architect PC. Victor Cuneo 2.)IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENTS AND RELATED WRITTEN AGH50 IN GZ 4A, 5, 6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. I. FOUNDATION - TWO REQUIRED Architect PC retains all common law SPECIFICATIONS 15 THE ONS ON THE SITE S ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBLY TO READ ALL NOTES, 6.) DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 3" OR GREATER IN FOR POURED CONCRETE statutory and other reserved rights, TO BEGINNING ANY WORK. DIAMETER AND R-6 @ DUCTS LESS THAN 3" IN DIAMETER. 2. ROUGH - FRAMING & PLUMBING including the Copyright therein.Victor SPECIFICATIONS AND BE FAMILIARIZED WITH THE PLANS PRIOR 3. INSULATION Cuneo Architect PC bears no 3.) NO WORK SHALL START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 7.) DUCT SEALING - DUCTS, AIR HANDLERS AND FILLER BOXES SHALL BE SEALED. 4. FINAL - CONSTRU-TION MUST responsibility for their unauthorized use. ALL CONSTRUCTIONS SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 8.) DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGEY BAN APPROVED THIRD BE COMPLETE F0 C 0. 5.Victor Cuneo Architect PC shall not ALL CONSTRUCTION SHALL MEET THE control nor charge of and shall not be 4.) ALL DIMENSIONS, ONDITIONS, AND APPLICABLE INFORMATION OF THE EXISTING SITE SHALL BE FIELD PARTY. RESPONSIBLE FOR REQUIREMENTS OF THE CODES OF NEW C YORK STATE. NOT Rresponsible for construction means, VERIFIED BY THE GENERAL CONTRACTOR. �J BUILDING CAVITIES SHALL BE NOT BE USED AS DUCTS OR PLENUMS. methods,techniques, sequences,or DESIGN OR CONSTRUCTION ERRORS. procedures,or safety precautions and 5J ALL WORK SHALL. CONFORM TO NATIONAL, STATE AND LOCAL CODES AND ALL AUTHORITIES HAVING 10.) MEGH. SYSTEM PIPING INSULATION GARRYINO FLUIDS > 150 ° FOR < 55° F SHALL BE INSULATED WITH R-3 programs in connection with the work,for JURISDICTION. MINIMUM.. the acts or omissions of the contractor, -VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. I1.) MECH. VENTILATION - SHALL MEET THE REQUIREMENTS OF THE IRG / IMG. COMPLY WITH ALL CODES OF subcontractors , any persons performing 6.) ALL NOTED OR NON t NEW YORK STATE & TOWN CODES any of the work,or the failure of any of 7.) ANY OMISSIONS OR DISCREPANCIES OF THE PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE 12.) EQUIPMENT SIZING PER ALGA MANUAL 5 BASED ON LOADS CALCULATED PER ALGA MANUAL J AS PROVIDED a,.. AS REQUIRED AND CONDITIONS OF them to carry out the work in accordance BEFORE BEGINNING WITH THE WORK. BY A THIRD PARTY HERS RATER.. H with the contract documents. ARCHITECTSQUTHOI D TOWN ZBA 8J NO DEVIATIONS OR CHANGES TO THE ST SYSTEM SHALL BE MADE UNLESS APPROVED BY THE 13.) LIGHTING - A MINIMUM OF c{O % OF PERMANENTLY INSTALLED FIXTURES MUST BE HAVE HIGH EFFIGIENGY LAMPS. 112" �6tli , ING BOARD ARCHITECT. 14.) ALL HVAC , PLUMBING $ ELECTRICAL SYSTEMS SHALL MEET THE IRG CHAPTER II ENERGY EFFIGIENGY, IMG, EGG. STROKE -SOUTROMTON fiRUSTEES ei.) CONTRACTOR SHALL VERIFY DIMENSIONS OF THE FOUNDATION WITH THE FLOOR PLANS BEFORE STARING IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE LESION, CALCULATIONS, The construction type designation shall be N --- FRAMING. DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL AIR GONDITIONINO, VENTILATION, HEA71NO SYSTEMS ( NEW, '9", '91", 6411199, 11IV"or AN" 10.) DRYWELLS TO BE INSTALLED AS REQUIRED BY THE STATE AND LOCAL GODE5. EXISTING, OR UPGRADED ) STAMPED BY A PROFESSIONAL ENGINEER OR ARGHITEGT IF REQUIRED BY THE OWNER to indicate the construction classification of the 11.) DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. OR BUILDING OFFICIAL. structure under DESIGNATION FOR STRUCTURAL OCCUPANCY OR 12.) BUILDERS ARE RESPONSIBLE FOR ALL INSPECTIONS , APPROVALS, GERTIFIGATE5, GERTIFIGATE OF 15.) ADDITIONS , ALTERATIONS, OR RENOVATIONS SHALL COMPLY WITH ECG 2020. UNALTERED PORTIONS OF THE section 602 of the BCNYS COMPONENTS THAT ARE OF OCCUPANCY FOR COMPLETION AND U.L APPROVALS. EXISTING BUILDING ARE NOT REQUIRED TO GOMPLY WITH THIS GODE. TRUSS TYPE CONSTRUCTION USE IS UNLAWFUL 13.) THE CONTRACTOR SHALL OBTAIN ALL INSPECTIONS NECESSARY FOR S CERTIFICATE OF OGGUPANGY. 16.) MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING "Fe9 FLOOR FRAMING, INCLUDING WITHOUT CERTIFICATE 14J THIS SET OF PLANS IS THE PROPERTY OF VICTOR GUNEO ARCHITECT P.G.. SYSTEM IN AGCORDANGE WITH SECTION N1105 CONTROL SYSTEMS. GIRDERS AND BEAMS OF OCCUPANCY 15. THE CONTRACTOR SHALL KEEP THE PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE COMPLETION OF 17.) ALL EXTERIOR WALL / FLOOR / GEILINO JOIST SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH y ® ® R" ROOF FRAMING w d THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ECT., GLEAN GLASS AND TABLE R402.4.1.1 APPLY A FRESH BEAD OF GAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO A K LGUELUDY4 ��FR" Fl-o011 AND ROOF FRAMING WOR LEAVE WORK FLOOR GLEAN. INSTALLING GYPSUM WALL BOARD. S�fANDARDSAND�OD S RETAIN STORM WATER RUo PURSUANT TO CHAPTER 236 z 16.) THE CONTRACTOR SHALL CARRY WORKMANS COMPENSATION AND GENERAL LIABILITY INSURANGE. ALL SHALL OF THE TOWN CODE. GOMPLY WITH STATE AND LOCALS CODES AND ORDINANCES. GARPENTRY: 17.) THE CONTRACTOR SHALL FULLY GUARANTEE HIS WORK AND THE WORK OF SUBCONTRACTORS FOR A PERIOD 1.) ALL LUMBER SHALL BE DOUG FIR LARCH #2 OR BETTER UNLESS OTHERWISE NOTED. PRE ENGINEERED WOOD S T 1 G N - z OF AT LEAST ONE YEAR AFTER GOMPLETION OF THE PROJECT. 2.) ALL LUMBER OVER GRAWL SPACES SHALL BE A MIN. OF 18" ABOVE THE SCRATCH GOAT. .,:PLUMBING 18.) ALL MATERIALS , ASSEMBLIES, AND METHoSD OF CONSTRUCTION INGLUDINO BUT NOT LIMITED TO FORM WORK. 3) Min 6" DISTANCE FROM FINISHED ORADATTACHE TO EXTERIOR OF ELECTRICAL BOX E TO TOP OF FOUNDATION WALL ALL PLUMBING FRAMING NAILING, PLACING OF CONCRETE, ECT., ARE TO BE GAREFULLY SUPERVISED BY THE &WATER i�' l BLOCK WORK, 4.) FOUND. SILLS SHALL BE AGO WITH COPPER COATED TERMITE SHIELD AND SILL SEAL. ALL WOOD IN CONTACT CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS. APPLICABLE CODES WITH MASONRY / CONCRETE SHALL BE AGO. A AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT 5.) DOUBLE FUR JOIST UNDER NON LOAD BEARING PARALLEL PARTITION WALLS. SEE PLANS LOAD BEARING WALL E~ WRITTEN AUTHORIZATION OF THE ARCHITECT. WALL SUPPORTS. A Ia.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS 07H:=RWISE SPECIFIED. 6.) ALL BEAMS, GIRDERS ET(,-. TO HAVE MIN 3" BEARING. ALL DIMENSIONS AND CONDITIONS PE RTAINING ARE: TO BE FIELD VERIFIED. PLUF��ERCERT/F/CATION ON LEAD CONTENT BEFOG - °z 20.) CONTRACTOR REMOVE AND RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH THE NEW CERTIFICATEOFOCCUPAN,.. i� 0ON5TRUGTION IN A WORKMAN LIKE MANNER. SOLDER USED IN WATER 21.) ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION, UNLESS NOTED OTHERWISE. SUPPLY SYSTEM CANNOT License / Seal CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXCEED 2110 OF 1%LEAD. SITE WORK: Winter Ice Barrier Flood Air Mean 1.) FOUNDATION STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR. ALL ZONING SETBACKSG SHALL BE WIND SPEED SUBJECT TO DAMAGE FROM round Seismie Design Underlayment Hazard Freezing Temp. VERIFIED AND ADHERED TO. Snow Speed Topographic Special Wind Borne Design Frost Temp. Requirement Index Load Effects Wind Debris zone Category Weathering Line Termite E®'q C 2.) VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY , RECEIVE GLARIFIGATION FROM THE MPH Re ion De rh ELECTRICAL INSPECTION REQUIRED ��J\G-AOR cv��o ARCHITECT PRIOR 'TO PROCEEDING. 20 PSF 130 MPH YES NO YES g Severe 3'-0" Motoerate 15 Yes(Req'd) NO 1500< 45 � _ 3.) EXCAVATE AND BACK FILL FOR WORK INDICATED ON THE DRAWINGS. STOCK PILE TOPSOIL OBTAINED FROM 1 MILE Heavy tit h STRIPPING THE BUILDING SITE. STOCK PILE ALL EXCAVATED MATERIAL. CODES: 4.) NEW AND EXIS71NO BACKFILL MATERIAL SHALL BE FREIE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL 1. Structure shall be designed and built according to the 2020 Residential Code of York State TRUSS P1JCAr1D:1'4G REQUIRED zbt5 2. Drawings shall comply with 2020 Residential Code of York State. N9T 35 SURPLUS MATERIALS THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE PROPERLY REMOVED FROM THE g P 5 w 3. Drawings shall comply, with 2020 Energy Conservation Code of Ne�v York. NES 51 TE TO A LICENSED DISPOSAL AREA.. 4. The National Electrical Code. FOUNDATION / CONC'.RETE / MASONRY: 5. All local codes and Zoning ordinances. 1.) CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING 6. To the best of my knowledge,belief and professional judgment,these plans and specifications are in compliance with the 2020 IECC and the 2020 Residential Code of New York. 7. Foundation design based upon presumptive load bearing values of sandy gravel and/or gravel at 2000 lbs.ler square foot.Contractor to consult engineer if different soil materials are found DO.NOT PROCEED WITH PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THE THE upon excavation or test hole,for alternative footing and foundation design. FRATtiING UNTIL SURVEY Has BE N APPROVED. VICTOR CUNEO CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2.) ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. HITECT P.C. 3.) SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON PER SQ. FOOT. 4.) FOOTINGS TO REST A MIN. OF 5'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. �� Must provide Manuals 154 LAUREL ROAD 5.) WALLS TO BE POURED CG ONRET= OF SIZE SHOWN ON DRAWINOS. D,J and S as per EAST NORTHPO NY 11731 6.) NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL IST TIER OF FRAMING 15 IN PLACE NYS Energy Code (631)261-2744 7.) FOOTINGS TO BE' POURED GONCRETE OF SIZES SHOWN ON THE DRAWINGS. 8.) ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC.. TO BE FILLED SOLID WITH CONCRETE. q.) ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH FOUNDATION PLAN AND DETAILS. $lpystCr door Project Name and Address 10.) ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. and CIUCtivork 11.) EXTERIOR SLABS, GARAGE SLABS, AND STEPS SHALL SE 3,500 PSI. testing required. 12.) CONCRETE SHALL BE AIR ENTRAINED TO 5% TO 7%. 605 GUS DR. 13.) CONCRETE SLABS TO REST ON MIN. 6 FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER PACE. EAST MARION, NY UNDER OCCUPIED S All exterior lighting 14.) FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. installed,replace or 15.) NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMP. OF 40° F AND FALLING, UNLESS repaired shall conform APPROVED BY THE ARCHITECT. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. to Chapter 172 16.) APPLY (1,) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUNDATION WALL FROM FOOTING TO 2" of theTovm Code Date: Scale : ABOVE FINISHED GRADE. 02/26/21 SEE PLAN 17.)NO ADDITIVE SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY THE ARCHITECT. Sheet No. le?) PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Ica.) UNLESS OTHERWISE NOTED ON THE PLANS ALL FOUNDATION FOOTINGS ARE TO BE A MINIMUM 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUND. WALL. PROVIDE (2) #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK AND GREATER CONCRETE SLABS TO HAVE 6 X 6 io WELDED WIRE MESH. 20.) BRICK VENEER: TO BE ANCHORED WITH (1) WALL TIE PER (3) 50. FT. 21.) FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES AT MAX. 4'-0" O.G. TO DIRECT ANY CONDENSATION TO THE EXTERIOR. GENERAL NOTES: SCHEDULE TABLE R602.3(1)-continued TABLE R602.3(1) 1.All work shall conform to national, FASTENING SCHEDULE TABLE 8FASTENING SCHEDULE FASTENING SCHEDULE-continued state,and local codes. NUMBER AND TYPE SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b'` SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°`, SPACING AND LOCATION 2.All unnoted or non-visible easements ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,` 16d common(3'/2"x 0.162' :6"o.c. face nail Floor are the responsibility of the owner/ Bottom late to joist rim joist band joist or 3-16d box(3'/ "x 0.135');or contractor. Roof 14 blockingnot at braced wall panels) 16d box(3'/2"x 0.135'); or „ 24 2"subfloor to joist or girder 2 x Blind and face nail 3.It is the contractors responsibility to 4-8d box(2'/2"x 0.113' or ( p ) �2 o.c. face nail 2-16d common(3'/,110.162 � P tY 3"x 0.131"nails familiarize himself with all aspects of 3-8d common(2'/ "x 0.131'); or 3-16d box(3'/2"x 0.135');or 2 Toe nail � �� 3 each 16"o.c. face nail 25 2 planks(plank&beam-floor&roof) , At each bearing,face nail these documents prior to beginning any 1 Blocking between ceiling joists or rafters to top plate 3-1 Od box(3"x 0.128 ); or 3-16d box(3 /2 x 0.135 ), or 2-16d common(3'/2 x 0.162 3-3"x 0.131"nails 15 Bottom plate to joist,rim joist,band joist or 2-16d common(3'/2"x 0.162'); or 2 each 16"o.c. face nail , work. blocking(at braced wall panel) 3-16d common(3 /2 x 0.162 ) 4.These drawings are the property of 4-3"x 0.131"nails 4 each 16"o.c. face nail 4-10 box(3"x 0.128' or 4-8d box(2'/2"x 0.113'x' or 26 Band or rim joist to joist End nail Victor Cuneo Architect PC.Victor Cuneo 3-8d common(2'/2"x 0.131'); or 4-8d box(2'/ "x 0.113'); or 4-3"x 0.131"nails;or 2 Ceiling joists to top plate „ Per joist,toe nail ; 4-3"x 14 ga.staples,'/, crown 3-1 Od box (3 x 0.128 �, or 3-16d box(3 /2 x 0.135 ); or Architect PC retains all common law statutory and other reserved rights, 3-3"x 0.131"nails 4-8d common(2'/2"x 0.131'); or Toe nail 24d common(4"x 0.192');or Nail each layer as follows:32"o.c• including the Copyright therein. Victor at to and bottom and staggered.4-1 Od box (3"x 0.12$'); or 4-1Od box(3"x 0.128'); or p gg Cuneo Architect PC bears no Ceiling joist not attached to parallel rafter,laps over , 4-3"x 0.131"nails l Od box(3"x 0.128');or 24"o.c.face nail at to and bottom responsibility for their unauthorized use. 3 partitions(see Section R802.5.2 and Table R802.5.2) 3- " common(3 /2 x 0.162 �,or Face nail 16 Top or bottom plate to stud Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposites ides 5. Victor Cuneo Architect PC shall not 4-3"x 0.131"nails 3-16d box(3'/2"x 0.135'x; or 27 Ceiling joist attached to parallel rafter(heel joint) 2-16d common(3'/2"x 0.162'); or layers And: 4 Table 8802.5.2 Face nail End nail control nor charge of and shall not be (see Section R802.ached t.2 and Table 88(heel j) 3-IOd box(3' x 0.128 ); or 2-20d common(4"x 0.192');or responsible for construction means, 3-3"x 0.131"nails 3-1 Od box(3"x 0.128');or Face nail at ends and at each splice methods techniques, sequences, or 4-1 Od box(3"x 0.128'); or 3-3"x 0.131"nails procedures,or safety precautions and 5 Collar tie to rafter,face nail or 1'/4"x 20 ga.ridge strap to 3-1Od common(0.x 0.148');or Face nail each rafter 3-IOd box(3"x 0.128');or 4-16d box(3'/2"x 0.135');or programs in connection with the work, for rafter 4-3"x 0.131"nails 17 Top plates, laps at corners and intersections 2- common(3'/2"x 0.162'); or Face nail 3-16d common(3'/ "x 0.162');or the acts or omissions of the contractor, 3-3""x 0.131"nails 28 Ledger strip supporting joists or rafters 2 , , At each joist or rafter,face nail ' 3-16d box nails(3'/2"x 0.135");or 4-I0d box(3 x 0.128 ),or subcontractors or any persons performing 3-10d common nails(3"x 0.148"); 2 toe nails on one side and 1 toe nail 3-8d box(2'/2"x 0.113'); or 4-3"x 0.131"nails any of the work,or the failure of any of 6 Rafter or roof truss to plate or on opposite side of each rafter or 2-8d common(2'/2"x 0.131'); or Face nail 29 Bridging or blocking to joist 2-10d box(3"x 0.128'),or 2-8d common Each end,toe nail them to carry out the work in accordance 4-1 Od box(3"x 0.128'); or truss' 18 1 brace to each stud and plate 2-1Od box(3"x 0.128'); or S g g J (2'/2"x 0.131";or 2-3"x 0.131')nails with the contract documents. 4-3"x 0.131"nails 2 staples 13/4" SPACING OF FASTENERS 4-16d(3'/2"x 0.135'); or 3-8d box 2'/ "x 0.1 13');or ITEM DESCRIPTION NUMBER AND Intermediate ( 2 OF BUILDING ELEMENTS TYPE OF FASTENER',b,` Edges ° su orts 3-1Od common(3"x 0.148');or Toe nail x 2-8d common(2'/2" x 0.131'); or Face nail (inches)" (inches) ]9 1 6 sheathing to each'earns „x , 4-1 Od box(3"x 0.128'); or 2-10d box(3 0.128 ); or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Roof rafters to ridge, valley or hip rafters or roof rafter 4-3"x 0.131"nails 2 staples, I"crown, 16 ga., 13/4"long [see Table 8602.3(3)for wood structural panel exterlorwall sheathing to wall framing] 7 to minimum 2"ridge beam 3-16d box 3'/2"x 0.135');or 3-8d box (2'/2"x 0.113'x;or 6d common(2"x 0.113")nail(subfloor,wall)' 2-16d common(3'/2"x 0.162 ); or 3-8d common(2'/ "x 0.131`);or 30 3/8"-'/2" 8d common(2'/2"x 0.131')nail(roof);or RSRS- 6 12'3-I0d box(3"x 0.128'); or End nail 3-1 Od box(3"x 0.128'); or 01 (23/8"x 0.113")nail(roof}' 3-3"x 0.131"nails 3 staples, 1"crown, 16 ga., I3/4"long 31 19/ "- I„ 8d common nail(2'/2"x 0.131');or RSRS-01; 6 12' Wail 20 1"x 8"and wider sheathing to each bearing Wider than i"x 8" Face nail 3- (23/8"x 0.113")nail(rood 16d common(3'/2"x 0.162' 24"o.c. face nail 4-8d box(2'/2"x 0.113'x; or 32 1'/8"- I'/4" 1Od common(3"Ix 0.148')nail;or 6 12 3-8d common(2'I "x 0.131'x; or 8d(2 /2 x 0.131 �deformed nail 8 Stud to stud(not at braced wall panels) ]Od box( x 0.nail ); or 16"o.c. face nail 3-1Od box(3"x 02128'); or Other wall sheathings 3"x 0.131 1"nails 4 staples, 1"crown 16 a. 13/ "long t'/ "gal roofing nail '/ "head 16d box(3'/2"x 0.135'); or p ' ' g 4 g '/ "structural cellulosic fiberboard 2 g g 16 Stud to stud and abuiting studs at intersecting wall corners 3„x 0.131"nails 12"o.c.face nail Floor 33 2 diameter,or V/4"long ]6 ga. staple with or or 3 6 A sheathing 1"crown 9 (at braced wall parcels) 4-8d box(2'/2"x 0.113")• or 16d common(3'/2"x 0.162') 16"o.c.face nail , „ ' , 25/3,"structural cellulosic 13/4"galvanized roofing nail,'/,�"head diameter, p 3-8d common(2 /2 x 0.131 ); or 34 , 1 3 6 z 16d common 3'/ "x 0.162' 16"o.c.each edge face nail 21 Joist to sill,top plate or girder „x , . Toe nail fiberboard sheathing or 11/2 long 16 ga.staple with /16 or 1 crown 10 Built-up header(2"to 2"header with '/2"spacer) ( 2 � g 3- " box(3 0.128 �, or 16d box(3'/2"x 0.135' 12"o.c. each edge face nail 3-3"x 0.131"nails � a V/2"galvanized roofing nail; staple galvanized, 35 /2 gypsum sheathing 1'/2"long; 1'/4"screws,Type W or S 7 7 5-8d box(2'/2"x 0.113'); or Sd box(2'/2"x 0.113' 4"o.c.toe nail 11 Continuous header to stud 4-8d common 2'/ "x 0.131'); or Toe nail Rim joist,band joist or blocking to sill or to 36 s/8"gypsum sheathings 13/4"galvanized roofing nail;staple galvanized, ( 2 22 j � g p 8d common (2 /2 x 0.131 �, or 15/8"long; is/8"screws,Type W or S 7 7 z 4-1 Od box (3" x 0.128') plate(roof applications also) 1 Od box(3"x 0.128'); or 6"o.c. toe nail Wood structural panels,combination subfloor underlayment to framing 16d common (3'/ "x 0.162') 16"o.c.face nail 3"x 0.131"nails 6d deformed(2"x 0.120")nail;or 5 2 37 3/ "and less , „ 6 12 12 To late to to late IOd box 3"x 0.128' 3-8d box(2'/ "x 0.113')• or 4 $d common(2 /2 x 0.131 )nail Top p p p ( �; or 12"o.c.face nail 2 ' 3"x 0.131"nails 2-8d common 2'/ "x 0.131' ; or „ ( 2 � � „- 8d common(2`/2"x 0.131")nail;or "x 0.162' 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128'); or 8 I 8d deformed(2'/,"x 0.120')nail Face nal 38 / 6 12 8-16d common(3'/2 �;or Face nail on each side of end joint 3 12-16d box(3 /2"x 0.135" • or 2 staples, 1 crown, 16 ga., 1 /4 long 1 „- „ 10d common(3"x 0.148")nail;or 13 Double top plate splice 12-1 Od box(3"x 0.128'x; or minimum 24"la splice length 39 1 / 1 / , 2„ 6 12 w ( P p g 8 4 18d deformed(2 / x 0.120 nail H each side of end joint) A 12-3"x 0.131"nails For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. O Z TABLE N1102.4.1.1 (R402.4.1.1) TABLE R301.2.1.2 TABLE R301.5 AIR BARRIER AND INSULATION INSTALLATIONa WINDBORNE DEBRIS PROTECTION FASTENING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SCHEDULE FOR WOOD STRUCTURAL PANELSa.b,c,d (in pounds per square foot) A continuous air barrier shall be installed in the building FASTENER SPACING(inches) b USE LIVE LOAD License Seal envelope. FASTENER TYPE Panel 4 feet< 6 feet< Uninhabitable attics without storage' 10 General requirements The exterior thermal envelope contains a continuous air Air-permeable insulation shall not be used as a sealing span<- panel span panel span s q material. 4 feet <_s feet <_8 feet Uninhabitable attics with limited storage', 20 barrier. Habitable attics and attics served with fixed stairs 30 Breaks or joints in the air barrier shall be sealed. No. 8wood-screw-based anchor with 2-inch embedment 16 10 8 Balconies (exterior)and decks` 40 The air barrier in any dropped ceiling or soffit shall be length Fire escapes 40 aligned with the insulation and any gaps in the air barrier The insulation in an dropped ceiling/soffit/soffit shall be a n Ceiling/attic sealed. y pp g No. lOuood-screw-based Guards and handrails 200 aligned with the air barrier. anchor with 2-inch embedment 16 12 9 Access openings,drop down stairs or knee wall doors to Guard in-fill components' 50' unconditioned attic spaces shall be sealed. length 1 Passenger vehicle garages' SOa Cavities within corners and headers of frame walls shall /4 inch lag-screw-based The junction of the foundation and sill plate shall be sealed. be insulated by completely filling the cavity with a anchor with 2-inch embedment 16 16 16 Rooms other than sleeping rooms 40 material having a thermal resistance of not less than R-3 length I Sleeping rooms 30 19135 Walls The junction of the top plate and the top of exterior walls per inch. shall be sealed. For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound=4.448 N, Stairs 40` Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls 1 mile per hour=0.447 m/s. F NE shall be installed in substantial contact and in continuous a. This table is based on 180 mph ultimate design wind speeds, V.,,,and a 45- TABLE R3101.7 alignment with the air barrier. foot mean roof height. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb,c Windows,skylights and doors The space between framing and skylights,and the jambs of ........... b. Fasteners shall be installed at opposing ends of the wood structural panel. STRUCTURAL MEMBER ALLOWABLE windows and doors,shall be sealed. Fasteners shall be located not less than 1 inch from the edge of the panel. DEFLECTION c. Anchors shall penetrate through the exterior wall covering with an Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. p g g Rafters having slopes greater than 3:12 with L/180 embedment length of not less than 2 inches into the building frame. finished ceiling not attached to rafters VICTOR CUNEO Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of Fasteners shall be located not less than 2'/2 inches from the edge of concrete block or concrete. Interior walls and partitions H/180 subfloor decking.Alternatively,floor framing cavity ARCHITECT P.C. Floors including cantilevered d. Panels attached to mason or mason /stucco shall be attached using The air barrier shall be installed at any exposed edge of insulation shall be in contact with the top side of '�' '�' g Floors L/360 floors and floors aboveinsulation. sheathing or continuous insulation installed on the vibration-resistant anchors having an ultimate withdrawal capacity of not garages. underside of floor framing;and extending from the less than 1,500 pounds. Ceilings with brittle finishes(includirg plaster L1360 bottom to the top of all perimeter floor framing and stucco) 154 LAUREL ROAD members. Ceilings with flexible finishes(including gypsum L/240 EAST NORTHPORT, NY 11731 Crawl space walls Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of floor board) with a Class I vapor retarder with overlapping joints taped. insulation,shall be permanently attached to the walls. All other structural members L/240 (631)261-2744 Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to - Exterior walls-wind loadsa with plaster or exterior or unconditioned space shall be sealed. stucco finish H/360 Batts to be installed in narrow cavities shall be cut to fita Project Name and Address Exterior walls-wind loads with oth r brittle or narrow cavities shall be filled with insulation that on finishes H/240 Narrow cavities - installation readily conforms to the available cavity space. Exterior walls-wind loadsa with flexble finishes H/120s Garage separation Air sealing shall be provided between the garage and - Lintels supporting masonry veneer walls` L/600 605 GUS DR. conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal EAST MARION,, NY envelope shall be sealed to the finished surface. envelope shall be airtight and][Crated. In exterior walls,batt insulation shall be cut neatly to fit Plumbing and wiring _ around wiring and plumbing or insulation that on installation,readily conforms to available space,shall extend behind piping and wiring. The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be Shower/tub on exterior wall showers and tubs shall separate the wall from the shower or insulated. Date: Scale : tub. 02/26/21 SEE PLAN Electrical/phone box on The air barrier shall be installed behind electrical and exterior walls communication boxes.Alternatively,air-sealed boxes shall Sheet No. be installed. HVAC supply and return register boots that penetrate HVAC register boots building thermal envelope shall be sealed to the subfloor, - wall covering or ceiling penetrated by the boot. Where required to be sealed,concealed fire sprinklers shall only be sealed in a manner that is recommended by the A 1 . 0 0 1 Concealed sprinklers manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and -- walls or ceilings. a. Inspection of log walls shall be in accordance with the provisions of ICC 400. 24'-0" 24'-O" 18'-O" 4'-O" 4'-0" GENERAL NOTES: ' - - - - - }- ' - - - - - -.r. ' - - - - - - - - - - - I �9 (2) 2 x 10 (2) 2 x 10 `0 1.All work shall conform to national, . . .. . . . • _ � :: I __ � ------------------------------------ state,and local codes. o I 2.All unnoted or non-visible easements I I 1 v Fire separation 1 1 I are the responsibility of the owner/ � 8" Concrete Found. on ® x I Q contractor. N required as per Q 3.It is the contractors responsibility to I � I'-4" x 8" footing w/ (2) I Q # 5 re bar cont. In footing I I N NYS Code I N I familiarize himself with all aspects of 5 re bar cont. along I I I x o _ these documents prior to beginning any top and bottom of wall. work. I 6 m 4. These drawings are the property of o x Victor Cuneo Architect PC.Victor Cuneo N o Architect PC retains all common law W w ! ! a statutory and other reserved rights, o I N °~ including the Copyright therein.Victor = UNEXCAVATED w I I -IN Q I O Q ----------------------------------- Cuneo Architect PC bears no s° REINF. SLAB ON GRADE responsibility for their unauthorized use. N N I W/ 1010 WWM ON 5" COMPACTED o I I I GARAGE ------------------------------------ N 5. Victor Cuneo Architect PC shall not N I I POROUS FILL AND 6 MIL VB F I control nor charge of and shall not be N I w I I responsible for construction means, o l Q I ( Q methods,techniques, sequences, or N ! procedures, or safety precautions and 0 I I > I I N > programs in connection with the work,for o I o x o o the acts or omissions of the contractor, IL 1 I I N I o W subcontractors or any persons performing •- I w I I = I m I d) any of the work,or the failure of any of I N I I I x X them to carry out the work in accordance with the contract documents. ® j -• I 1 o K I • I I I I ------------------------------------ STEP FOUND 2 HORIZ. TO I VERT. Sim son HDUS 2 x 5 AWNING Simpson HDu5 I OI O - - - - - - - - - - - - - - p - - - - - - - J ' - -' - - - - - - - - - - - - - - - - - - - � (2) 2 X8 _ I - - - - - - d d Q a ° i O - - - - - - - - - (2) 2 X 8 (2) 2 & - - - - - - - - - - - - - - - - - - - - - - DOWN I - - - - - - - - - - - BEAM OGKET DOWN O O 12R a 7.82 13 l a l I I I -1N , ' 12R � 7.82" - (;l CONCRETE STOOP I I > I 0I I O dJ "4 O 2 X 12 f. I DIRECT V12'-8„ ENT GAS = I I _ �' - j BOILER AND HW 0 I DEN N _ I ►U l� 16" O.G. � � � MUDROOM � 0- -1 I I UTILITY AREA I I O I I I U O I 5/8" TYPE X ON CLO. I I = r O 10'-O" ceiling r: N p m 1 I E ..THROOM 2'-1" 2 X 12 FLR JST. N OI I o,. r0 I O.. 5'-2" I I'-q" _ll'-q" mO 16' O.G. (� Dbl. under wall F O m O 4" DIA. DRAIN TO 8" hook w IIs or z DRYWELL I I I blue tone entry stoo I I 12" footing top O AUNDRY O I ( I 5 70 so L D GORE I I STEEL FA ED I I 2 X 12 f. I I �;, BATH IF 0 8'-8:2 O v, a Dbl. under wall p j l (5) 2 X 12 UNDER WALL Do '� I II I I I I I I I I I 1 I I I II - I I I I I I I L 10" Concrete Found. on x I O 5 24" x 12" footingw/ (2) r j I I I I I I I I I I _ �_� I I I I I I I I N x O O 14'-O" #5 Re bar cont. and # 5 re bar cont. alonec� I I I I I I I I N I I I I TYP. (6) Ac 4 X 4 COL. I I top and bottom of wall. t>7 �- -I'-!-' ----------- =----- I --- -- - ----- 4" Gone. s b,. D F. UNDER WALL ABOVE -int ❑ N ON 16" DIA. X 5'-0' BELOW I 1 (5) 2 X 12 UNDER WALL ----------- GRADE CONCRETE PIER I I I I I I on compact d N 11 porous fill;l O x x I Center of do r A o L- N i S GM I I m CLOSET j OPEN TO ABOVE m I m Z Dbl. under wall = I O II O _ -- ----------- -- --- Oj i j r I I F o O 3.01 I- I > I 1 -A ( POINT LOAD FROM I I 13'-IIS" ABOVE I I License / Seal LINE OF FLOOR ABOVE O IOI I I I t t- I Typical Each Col. (6) t! I Q - I I ° I COMPOSITE DECKING z BELOW GRADE I I I - 5 1/2" Clio. steel cool. BM 5 (4) 1.75" X II 7/8" L\/Ls j ALIGN OVER COLUMN ul 1 BUTTRESS I m ' j on 5'-0" x 5'-V x 12" I I I BELOW O > — - - - - - � I `_ T---J footing with (4) #5 re bar p �I �r - - - - - m I I I each way I I I I ,u'n `�� O C KITCHENLn - - I I IB'-8�" ' 14'-10�" I I 10'-O" ceiling I O q �� x wlXI _ N b IN, 24" x 12" footing w/ 2 - > 1L I I I 10' Concrete Found. on I I I"I Qt' - ( ) I I O I O 15LAND I W z l 0 AGQ W I i I i #5 Re bar cont. and I I 6 0 - -1N - -i N 5'-0" X 11'-O" r Q N X vl 2 X 10 f j. ua I I 2 X 12 f j. _ 1 I # 5 re bar cont. olon - o DINING ROOM N 1 qq 18135 �- > top and bottom of wa"I I. I I I m Oi x 16" O.G. 2 I 16" O.G. I -I _ I i lo'-O" ceiling m (NOTE: SEE BUILDING I I 14- DBL. F. . UNDER WALL AB VE �I� OF NE�� Q I SECTION FOR WALL RE BAR) N �I 2 X 12 FLR JST. °I ° 1 I _1� � ' 2X12fj. _ I it 2X 12 FLRJ5T. IIS INI NII I T I I I [AI� 16" O.G. � 16' O.G. .G. r I0I Q I ' I r--__---� r--_ ' __� (2) -0 x 0I II � - _ _ _ _ _ _ _ _ J -71-011I VICTORCJNEO m I Line of wall above I " i i i BEAM POGKET� I Screen doors I (2) 2 x 10 ----- ----------------- (3) II 7/8 L\/Ls ° — ---------- - --- --- ----- --- - -- _—_—_—_---_—_ _�_ ARCHITECT P.C. rt-- — I I ----- — — I ° ° 18 X 46 STE -- -- -- (4) 1.75" - LVLs I' BEAM POCKET i i i I 4 (- - - - - - - - - i peon HDu5 (2) 2 12 j O Si pson HDu5 EACH BRO. FT.OL. ' I I 154 LAUREL ROAD °I I I °� 1 13'-8�° 7'-l0�" I I m - lo'-I° 12'-s" 3 2 EAST NORTHPORT,NY 11731 I ' SANITARY LINE IN I I � X 2 x 8 r.r. (631)261-2744 r I l I ( I I I N � 2 x 8 c j. I I FROM ABOVE o' I ' I I I Vinyl beaded soffit O I� �, FAMILY ROOM B Q I AGQ I I I I I I 2 X 10 f j. I ' I I I O } 10'-O" Ceiling I 3.01 Project Name and Address I N O Site Built x - x � - a Screened in Area 605 GUS DR. I I x _ I -� N - m I m Ix, I I I I I O INI I I I I I X 22'-4° I - m II I o EAST MARION, NY r I� d) oI I I I UL Listed wood burning iL Pre Fab fir ploce Q 11 �- - - - - - - - - - - - - - - - - - - - - - - - - - - -� I Simpson HDu5 I EH: (2) 2 x 12 (2) 2 x 8 (2) 2 x 12 (2) 2 x 8 a a - I - -- - - - - - - - - - - - - - - _ _ _ 4040 Slider O VERIFY FOOTING 4040 Slider - pson HDu5 - - - - - - - - - - - - - - - - - - Mpson HDu5 O O O I impson HDu5 02/26/21aSEE PLAN cae WIDTH W/FP 5'-0" X 4'-q" N MANUF. 3'-O" x 4'-q" EORE55 WELL EGRESS WELL 4'-6" 4'-6" Sheet No. 14'-0° EcoLife sill on Metal termite shield seal sill 5/8" Dia. anchor bolts 5'-0" O.G. F O tJ N D A T I O N PLAN 12" From sill ends, Min. 7" embedment FIRST FLOOR PLAN 3" X 5" Bearing plate washer with eachanchor bolt. 1427 SF 1/4" = II'-O" 1567 SF GENERAL NOTES: ® ® 1.All work shall conform to national, state,and local codes. (2) 2 12 2.All unnoted or non-visible easements are the responsibility of the owner/ contractor. DOOR 3.It is the contractors responsibility to DOOR 2 X 8 R.R. _ i 2 X 8 R.R. _ familiarize himself with all aspects of I these documents prior to beginning any 2 X 8 G.J. 2 X 8 G.J. work. 16" I6' 4. These drawings are the property of o.c. o.c. Victor Cuneo Architect PC. Victor Cuneo Architect PC retains all common law ai J statutory and including the Copyright reserved herein Victor `Z � ,; PYr�lght x x° ® Cuneo Architect PC bears no o N N' o responsibility for their unauthorized use. =lcv I _—_—_—_ 5. Victor Cuneo Architect PC shall not r _ control nor charge of and shall not be UNFINISHED ATTIC responsible response for construction means, sequences,methods,techniques, or N x I procedures,roceprecautions and P or safeh' programs in connection with the work,for the acts or omissions of the contractor, subcontractors or any persons performing any of the work, or the failure of any of them to carry out the work in accordance with the contract documents. ACCESS i DOOR , , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� Simpson HDu5 2 X 1 (2 2 X o I 1 2' Linen I I III A O E 4�_'Mfl" c HHX _I BEDROOM 3 Bath Xav O 4 � opo _ _ O 1 � I o XIX 4 I z N 1 I H I I o , 115" X 11 7/8" LVL RI Eon I I (2) 26-to W � I I I I I I I I I I I 1< N O DOWN t Id) I I II I I I I I I I I I I S I Gloset I7r 1.l ❑ _ o I O � Jpv O � I ¢ m 2 X 10 R.R. Im 2 X 8 G.J. 6'-2#" li \ m x Center over I p m 16" o.c. �, entry door z -- —--—- - -------------- ---- ----- Closet I (A 3.01 _fICU_ 2 10 R.R. ( JGambrel Ridge Gambrel Ridge -------- II I/2" PLYWD. ON FOYEt\ 2 8 G.J. 2 STORY WALLS 16' O.C. 68-M License / Seal Slope 7/12 E I ----------- 1 4 D Linen OR RCti GN BEDROOM 4 �<<�` O I — BEDROOM 2u' 1 W UU1 cv - q'-O GLC. I q-O Glg. I Q �q<� I �; �A ;p I 2 x 12 RIDGE _- — I I t11 Ridge 6 Slope 7/12 -a,. /- 0 I x ® I I N� 1 135 T4Q.\0F 1 R 2 x a G.J. _ 1 N I 16" � J r1 d VICTOR CUNEO 0 ATb,K u' 14 4 1 I eP N I / (2) x __ (2) 2 10 ARCHITECT P.C. --- - — O o o ® im son H u5 1 _q 154 LAUREL ROAD _ I I EAST NORTHPORT, NY 11731 BATHROOM p I (631)261-2744 2 X 10 R.R. _ I B (5) Studs between 2 x 8 windows 16" o.c. I 5.01 I Project Name and Address 0' Imo" m o I I u1 BEDROOM 1 I , O ;= Slope 7/12 Slope 7/12 _ q_O clg. I - - Porch Roof I 605 GUS DR. _ I I m _ ® EAST MARION NY XI CLOSET � to ►,l I I r 2068 � I (2) 2X1 (22) 2x8 - - L - - _ _ _ - - - - - - - - - - - - - - - - -1 Date: Scale : Simpson HDu5 ® ® Simpson HDu5 02/26/21 SEE PLAN Sheet No. SECOND FLOOR PLAN 14415E ROOF PLAN 114" = 1'-0" 14" _ I'-O GENERAL NOTES: 1.All work shall conform to national, state, and local codes. 2.All unnoted or non-visible easements are the responsibility of the owner/ contractor. 3.It is the contractors responsibility to familiarize himself with all aspects of these documents prior to beginning any work. 4. These drawings are the property of Victor Cuneo Architect PC.Victor Cuneo Architect PC retains all common law statutory and other reserved rights, including the Copyright therein.Victor Cuneo Architect PC bears no responsibility for their unauthorized use. - - - - GENERAL NOTES: 1.All work shall conform to national, state,and local codes. 2.All unnoted or non-visible easements =12 are the responsibility of the owner/ =q - contractor. ® — - 3.It is the contractors responsibility to ® ® familiarize himself with all aspects of these documents prior to beginning any work. 4. These drawings are the property of - _ Victor Cuneo Architect PC.Victor Cuneo Architect PC retains all common law statutory and other reserved rights, including the Copyright therein. Victor - -- Cuneo Architect PC bears no _ -- ----- - responsibility for their unauthorized use. 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be responsible for construction means, - - methods,techniques, sequences,or procedures, or safety precautions and programs in connection with the work,for the acts or omissions of the contractor, subcontractors or any persons performing T.O. F oor any of the work,or the failure of any of them to carry out the work in accordance - with the contract documents. -AED LJ Hill IL 1111 -- T.O. Floor _ w _;T"Q I I I I I °z I I I I - - - -- - - - - - - - - - - - - - - - - - - - - - - - - I I I I BELOW GRADE BUTTRESS I z I � 0 \- - - - - - REAR ELEVATION Q ° 1/4" = 1'-0" z License / Seal _ = I2 7 �5 GOR C(/� '�/o 1 05 OQ� I HIM - - VICTOR CUNEO ARCHITECT P.C. T.O. Floor I 1 11 111 1 1 1 1 154 LAUREL ROAD EAST NORTHPORT,NY 11731 (631)261-2744 - - Project Name and Address --11 LL 605 GUS DR. _ = EAST MARION, NY { T.O. Floor - - Date: Scale 02/26/21 SEE PLAN Sheet No. LEFT ELEVATION GENERAL NOTES: 1.All work shall conform to national, state, and local codes. 2.All unnoted or non-visible easements are the responsibility of the owner/ Ridge venting contractor. 3.It is the contractors responsibility to familiarize himself with all aspects of Roof Construction these documents prior to beginning any -�- F.O Asphalt Shingles 12 work. 2 X 4 COLLARi Roofing paper 4.These drawings are the property of TIES 16" O.G. � 12 i 1 1/2" Plywood Sheathing 6 Victor Cuneo Architect PC. Victor Cuneo � I' 6" 2 x 10 r.r. 16" o.c. Architect PC retains all common law-7 i i 2xaci. 16" o.c. statutory and other reserved rights, Ir I R-58 Insulation including the Copyright therein. Victor i with foam air channels in slopes Cuneo Architect PC bears no 1/2" O yp. Bd. responsibility for their unauthorized use. INSULATION TO REMAIN 1 1 UNCOMPRESSED See detail II/A4.01 5.Victor Cuneo Architect PC shall not r r control nor charge of and shall not be Simpson H2A at each responsible for construction means, roof rafter methods,techniques, sequences,or 2 x 6 sub fascio procedures,or safety precautions and I x 6 Azek fascia BEDROOM I o programs in connection with the work,for Vinyl beaded, vented soffit IT the acts or omissions of the contractor, subcontractors or any persons performing Nall Const. any of the work,or the failure of any of W Cedar Siding them to carry out the work in accordance Guards per NYS Res Godo Tyvek Housewrap with the contract documents. R512. 1/2 Plywood 2 x 2 Spindles 2 x 6 studs 16" O.G. F oor Const. B R-21 F.O. ott Insul. to fir. 5" o.c. m 4" Plywood ued I/2" Gyp. Bd. 2 x 12 Flr. Js . I/2" Plywood on foyer See Det. 6/A4.01 for R-5 walls. 2 story sections strapping Bridging at midspan PARTIAL SECTION EGoLife sill on Metal termite shield Floor Const. 5/8" Dia. anchor bolts 5'-O" O.G. Q 3/4" Plywood Glued 12" From sill ends, Min. 7" embedment o 2 x 12 Flr. Jst. 5" X 5" Bearing plate washer with each z R-50 Insulation anchor bolt. seal sill 0 N Bridging at midspan z 0 # 5 Re bar Tod #5 re bar continuous Z > and bottom Basement 10" C.Onr-rete foundation wall on 24" x 12" footing w/ two #5 _ o re bar continuous N ° Slab on Orode Damproofing N 4" renif. concrete slab #5 Horiz. re bar 56" o.c on 6 mil vapor barrier and #5 Vert. re bar 48 o.c ° Q o 5" compacted porous fill from ftg. to wall 0 (2) #5 re bar continuous L— — — — — — — — ° ° #5 re bar 56" o.c VERT. L � License/ Seal SECTION ' R� I/4" = I'-O" ��5 J`G-AOR co, 'o 18135 FN , NE�� OJ/ 5(f.,HE[�IULE ANDERSEN 400 TN SERIES LOW E4 OLAZINO DOOR S�HEDUL VICTOR CUNEO OR.O. R.O. Unit Manufacturer U SHGG Remarks O Width Height Remarks ARCHITECT P.C. width Height Number 1 5'-2 I/8 5'-07/8 " 50410 ANDERSEN 50 l� EGRESS A 2'-6 8'-O" SOLID GORE 3 PANEL 5'-2 1/8 I'-7 7/8" 3015 TRANSOM B 5'- I" 8'-O" ANDERSEN FWH5180 2 5'-0 1/2" 2'-4 7/8" AN51 ANDERSEN .50 IQ AWNING 1'-6 1/2" FWT 5116 154 LAUREL ROAD G I I' 5/4" 8'-0" ANDERSEN Fw0 1208-4 EAST NORTHPORT, NY 11731 5 5'-2 I/8" 5'-4 7/8" 3052 ANDERSEN .50 .1151 D 5'-O 3'-2 I/8 I'-7 7/8" 3015 TRANSOM " 8'-O" ANDERSEN ARTS I$ GRAFTS (405) (631)261-2744 WITH SIDE LIGHTS 4 5'-2 I/8" 4'-8 7/8" 3046 ANDERSEN .50 .I1� EGRESS E 2'-6 " 7'-0" SOLID GORE 5 PANEL 5 5'-0 1/2" 2'-4 7/8" AW51 ANDERSEN .30 •1Q F 2'-4 'r8'-0" SOLID GORE 5 PANEL 6 5'-2" 4'-11 51/16" SE5155 ANDERSEN .50 IQ FIXED O 2'-0 117'-O" SOLID GORE 5 PANEL Project Name and Address H (2) 2'-0 " 7'-0" SOLID GORE 5 PANEL (2) 2'-6 11 7'-O" SOLID GORE 5 PANEL 605 GUS DR. J 51_011 8'-O" G LABEL SELF GLOSINO K 51-01$ 7'-0" SOLID GORE FLUSH EAST MARION, NY Date: Scale 02/26/21 SEE PLAN Sheet No. A0, WJ. 7n111111111111 O GENERAL NOTES: i 1 2 1.All work shall conform to national, 2"x4" CONTINUOUS TRUSS OR CEILING JOIST BLOCKING AT 24" o. state,and local codes. LATERAL BRACE AT 6'o.c. I 1 2.All unnoted or non-visible easements r i0 > O i ; are the responsibility of the owner/ GABLE END ��' �_ i i ' S contractor. 2-10d NAILS O V 1 ------------Oo3.It is the contractors responsibility to 51DEWALL '� 0 i i familiarize himself with all aspects of 10-8d NAI 5these documents prior to beginning any work. i i i 4 4. These drawings are the property of HOLDDOW . i i i i i O 2-16d GOMMON Victor Cuneo Architect PC.Victor Cuneo • NAILS 10" o.c. 0 r Architect PC retains all common law ' • • O i O i statutory and other reserved rights, 5d COOLER NAILS AT 10" o.c. 2"x4" BLOCK NAI LED TO EACH 3 0 _______ _-_1 _ _ _ 3 including the Copyright therein. Victor CORNER STUD -� -r -� 4' 4 BRACE WITH 4-IOd NAILS • ' � � ' Cuneo Architect PC bears no ® • CONNECTED TO responsibility for their unauthorized use. GYP5UM BOARD TRANSFER SHEAR 5.Victor Cuneo Architect PC shall not 5d COOLER NAILS AT -i" o.c. O GALE STRAP ZONE 5 ZONE 6Jy control nor charge of and shall not be 10-8d NAILS ZONE 1 ZONE 2 ZONE 3 ZONE 4 FIELD 12" O.C. 12" O.C. responsible for construction means, FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. methods,techniques, sequences,or PANEL EDGES 6" O.C. 6" O.C. procedures,or safety precautions and END WALL STUDS PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. programs ams m connection with the work,for the acts or omissions of the contractor, subcontractors or any persons performing any of the work, or the failure of any of 1 CI G. BRACING GABLE ENDWALL 2 HOLD DOWN BRACKET 3 ROOF NAILING SCHEDULE 4 WALL NAILING SCHEDULE them to carry out the work in accordance with the contract documents. SIMPSONHDU5 140 Vult WIND ZONE (5 SECOND GUSTS) USE I/2" GDX ROOF SHEATHING 140 Vult WIND ZONE (3 SECOND GUSTS) USE 1/2" GDX WALL SHEATHING FASTEN WITH 8D COMMON GALVANIZED NAILS FASTEN WITH 8D COMMON GALVANIZED NAILS 2" X II 1/2" GA. - PATTERN AS INDIGATED BELOW 2" X II 1/2" GA. - PATTERN AS INDICATED BELOW ENDWALL JOISTS Simpson HDUS 0 5impson Strong-Tie om o H2.5 ° A � H ° Simpson H2A BLOGKIN i� ° connector ° o n ° z BLOCKING (4) 8d common nails SECTION A-A each end of strap ° per Table 5.4B ° 20 go straps o° Each 2nd f loor to z first floor stud 5 ('__5FLR. BRACING ENDWALL 6 WALL STRAPPING 7 RAFTER TO PLATE / STUDS 8 RAFTER TO BEAM AT SECOND FLOOR Typical connector for every new rafter to plate to Typical connector for every new rafter to Boom stud connection on second floor connection for front porch. A H25 Each r.r. to header ° z 20 C,5 20 a stra s 1 1/4" X 20 GA strap from king — H2A Each r.r. to to plat to g p stud to heoder to top plate stud Roof rafters 1 1/4" X 20 GA strap from jack License/ Seal EXTERIOR WINDOW AND DOOR stud to header to top plate HEADER OPENINGS. Rough Notation �� ARcy RIDGE R.O. A B G D E F - J sr BEAM/BOARD � 0 RAFTER 4'-O" 41 2 2 2 2 * =_r _.0 6'-O" 5 I 3 3 2 3 \-A N '` 8135 OQ- 8'-O" -1 2 3 4 2 4 E FOF NE�� Notation: ('9_'� RIDGE STRAP A - Number of 8d nails @each F end of strapping. B B - Number of sill studs on flat. I/4" X 20 GA strap from hack / king C - Number of full hgt. king studs. stud to rim jst. to under sill D - Number of 16d nails end plate VICTOR CUNEO nailed through odjacent king stud to end of header @ each side. 1 I/4" X 20 GA strop from each ARCHITECT P.C. E - Number of jack studs @ each stud to rim jst. to under sill end of heoder. plate F - Number of 16d nails end 154 LAUREL ROAD nailed through adjacent jack stud to end of sills at eoch side. EASTNORTHI'ORT,NY 11731 (631)261-2744 ("'I0 FRAMED OPENINGS Project Name and Address ,- ?SII model numbers refer to Simpson brand products. I" RIGID INSULATION ,�" ROUGH GUT AROUND 5impson Zmax H2.5 VENTILATION CHUTE VENTILATION CHUTE F.J. to beams M TER ,, 605GUSDR. - AIR SEAL PERI E ATTIC, INSULATION WITH EXPANDING ,'' Exterior Interior EAST MARION NY FOAM SEALANT ,�' Siding Building Paper over Simpson Gap 5G52-2/4 f lashing ' -- - -- -- Flashing per R703.4 5impson ABW44Z over ledger Simpson ZMox Joist Hanger i u Date: Scale 02/26/21 SEE PLAN CONTINUOUS BEAD Simpson DTTIZ Lateral tension ties OF SEALANT N at 4 locations, evenly spaced along 2" Min, -4" -4" -4" — 1/2" Lag screws staggered p deck and one within 24" of each end �`'�` as shown Sheet No. I _ 1 1/2" RIGID INSULATION of ledger. With full threaded 3/8" dia. m IIF lag screw predrilled w/ min. 5" N o 0 0 0 0 0 0 o 0 o 0 0 EXTERIOR INSULATED WALL penetration to center of plate. m ' 0 11 �FYP . EAVEDETAIL 12 LEDGER SECTION 13 LEDGER BOARD ( 14TYP . DECK DETAIL NTS NTS N75 JOIST TO BEAM TO F05T TO FOOTING / ATTIC INSULATION GENERAL NOTES: ATTIC FLOOR FRAMING RIGID INSULATION R-38 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE state, work shall conform to national, s SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED 2. SECURe,and local codes. / 2.All unnoted or non-visible easements are the responsibility of the owner/ contractor. 3.It is the contractors responsibility to familiarize himself with all aspects of these documents prior to beginning any �MECHANICAL LATG P ESSURE work. SEAL AT WEATHER I INC 4. These drawings are the property of GE I L I NO GYPSUM Victor Cuneo Architect PC.Victor Cuneo BOARD Architect PC retains all common law AS AIR BARRIER O statutory and other reserved rights, CONTINUOUS BEAD MANUFACTURED PULL DOWN STAIR including SEALANT Oincluding the Copyright therein. Victor Cuneo Architect PC bears no responsibility for their unauthorized use. 5. Victor Cuneo Architect PC shall not CONTINUOUS BEAD control nor charge of and shall not be OF SEALANT O responsible for construction means, methods,techniques, sequences, or procedures,or safety precautions and CONTINUOUS MINIMAL programs in connection with the work,for EXPANDING FOAM AT the acts or omissions of the contractor, WINDOW PERIMETER subcontractors or any persons performing any of the work,or the failure of any of them to carry out the work in accordance ("-2 ATTIC ACCESS SEALING with the contract documents. NTS -� WINDOW UNIT AS PROVIDE BLOCKING AT AIR BARRIER STUD CAVITY AT SHOWER 7 AT EXTERIOR WALL CONTINUOUS MINIMAL CONTINUOUS BEAD OF EXPANDING FOAM AT SEALANT WINDOW PERIMETER A 0 Z CONTINUOUS BEAD OF SEALANT TILE SURROUND FINISH CONTINUOUS BEAD GEMENT BACKER BOARD OF ADHESIVE INSULATED EXTERIOR o STUD WALL 5 CONTINUOUS BEAD OF SEALANT THIN-PROFILE WALL Y SHEATHING A MANUFACTURED Z SHOWER PAN License/ Seal EXPANDING FOAM CONTINUOUS BEAD OF SEALANT WOOD FRAME FLOOR ASSEMBLY ��RE ARc oR CvA.Fy� CONTINUOUS BEAD OF ADHESIVE ,o CONTINUOUS BEAD 4" ��8�1�5 4 VENT THROUGH ROOFy OF SEALANT OF NES 1 1 3 SEALING AROUND SHOWER 2"I- - 3��1- - - -F - - - - - - - 1 - - 3�� - - 2 - r - � -3 - - - - - - - 2; - - - NTS >-< i 1 1/2" i 2" 1 4" i 2" i 1 1/2" 1 1 1 I I 1 1 � I I I I 12" 1 211 VICTOR CUNEO 21 I I I I I i I Lav 1 I I I I I Lav I I I I 1 2 I I I I Lav ARCHITECT P.C. I TubW.G. N.C. Shwr 1 I Shwr Tub - 154 LAUREL ROAD BEAD I-I/2 I-I/2 I I I I/2 CONTINUOUS MANUFACTURED RECESSED LIGHT ENCLOSURE 2" I 3„ 3„ 2" I I I 3„ EAST NORTBPORT, NY 11731 OF SEALANT o ATTIC INSULATION 1 i (631)261-2744 5 I 3 I 4 CONTINUOUS SILL 5111 SEALER 2" I 2" I 2" Project Name and Address FULL WIDTH OF r - - - - - I - - - - -T - - -) F - - � MUD2�{SILL I I I I I I \� \� FOUNDATION WALL AS/\ I I I I 4 1/\ AIR BARRIER Sink i Lav i i 1 I Lav 605 GUS DR. I i Shwr i CONCRETE SLAB AS I-I/2 1••l.G. W.G. I_I/q EAST MARION NY \ \\ \ a I-I/4 AIR BARRIER \ \\1 .4 6 — — 2" Fresh air inlet 8" \/\ � above grade / r- - - - - - - - - - \/ EXPANDING FOAM SEALANT AT PERIMETER 511 \ o \\\\ \ \ CONTINUOUS BEAD OF SEALANT DRYWALL CEILING i House trap Date: Scale 02/26/21 SEE PLAN RECESSED LIGHTING FIXTURE \ \ \ \ \\ \\ \ Cellar Floor Sheet No. / / GO co u I 4 To approved eeptir- system SEALING @NEW RECESSED SANITARY RISER DIAGRAM 1 TYP. SEALING DETAILS 3 NTS LIGHT FIXTURES NTS GENERAL NOTES: 1.All work shall conform to national, state,and local codes. — -------------------------� - - easements • • I responsibility of the owner/ Bible __ _—_—__ --- are the 1 contractor. ' I I 3.It is the contractors responsibility to ® ® familiarize himself with all aspects of these documentsrior to beginning P any I work. 4.These drawings are the property of . I I Victor Cuneo Architect PC. Victor Cuneo I Architect PC retains all common law I j I I statutory and other reserved rights, I --------------------------------- including the Copyright therein.Victor �--------------------------------- ® ® ® Cuneo Architect PC bears no 1 I HEAT responsibility for their unauthorized use. DETECTOR 5.Victor Cuneo Architect PC shall not 1 I I I control nor charge of and shall not be I I I Box responsible for construction means, O ' $ methods,techniques,sequences,or procedures, or safety precautions and I : programs in connection with the work, for 1 I I I 0 ® ® the acts or omissions of the contractor, I I '----------------------------------� subcontractors or any persons performing I 1 I : L-- I I 3 — --------- --------------J � any of the work,or the failure of any of ----------------------- _ accordance I �• • • • ' �'•• • -•_ with the contract ocumen s em to carry out a work m -------------- DIRECT VENT I I I OAS BOILER O I 1 4e, aI ® O I I ® 0 O �Box � II ---- ----------------- 0 — -----° I 1 1 42" ® GFI EF, _- OFI� I I I -- o W GFI 4i i i Q ® ® A i ii i i i i 4 I i it 1 i i i i i 4 ► o I ❑ ❑ ❑ Q i CHi � AGM z ------ --------- i ------- OO i i WPGFI 42, OPEN TO ABOVE ® 0 Box F0 0a 1 1 42" ° 42" 1 r I m GFI d j Q GFI ® 0 Q II I i I I LINE OF FLOOR ABOVE0 1 --------------- 5 "0 I j 1 I I I 42" m GFI 1 I I I ® 0 I I I it I 1 ; 0 1 1 1 1 e �J°xIn 1 I I I I I 1 Iz Z°x r—-- . I N II a l I I 42„I GFI ® ® ® ® EF ® I `' � O License/ Seal WP IOFI ® „' OF Q I II I i i i i �----------J I I l—J ° -------------------- -- I o a a ---J _- m ® x - 42 �1 ) I� 1 �-------� �-------� � i ® ® ® GFI � A D 1 i 1 1 ® ® - ® ® 0 0 �\OR C C�' /” NF0 �fn 711 I I 10 0 ® F 1 f ® I I ° 1 I 0 �0x 0 0 O ® OO Wp N� 8 353 OQ- �F NE�� I II I 1 I II I I ® ® ® E I _ I I 1 I I I' 1 1 I 42' 1 II L---------------------------J 1 WPGFI ® — -----=------------- VICTOR CUNEO J- ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT,NY 11731 FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR ? LAN (631)261-2744 3/16" = 1'-0" 3/16" = 1'-0" 3/16" Project Name and Address NOTE: 100 % OF THE LIGHTING SHALL BE HIGH-EFFIGAGY FIXTURES. 605 GUS DR. SYMBOLS ( 75 % MIN. REOUIRED. ) Electrical GM CARBON MONOXIDE DETECTOR EAST MARION, NY Notes and Specifications O SMOKE DETECTOR It is the contractor's responsibility to keep this construction document on site at all times. It is also the contractor's 2 X 4 LED FIXTURE responsibility to read all notes, specification and be familiarized with the plans prior to work. EATON wSL wAVESTREAM LED HALO 1200 SLD + ® RECESSED LIGHTS LED LIGHTS Date: Scale General: 02/26/21 SEE PLAN 1 . No work t pp o start until approved plans are obtained from the building department. =:@-- DUPLEX OUTLET Sheet 2. All construction shall be performed in a workman like manner. All dimensions, conditions and applicable Sheet No. information of existing site shall be field verified by general contractor. GFI GROUND FAULT OUTLET 3. All work shall conform to national, state, and local codes and all authorities having jurisdiction. -0- 4 wAY SNITCH 4. Ground Fault Circuit interrupter protection shall be used for all receptacles in the following locations: m 3 WAY SWITCH Bathrooms, Kitchen counter level, Outdoor, Crawl space (above flood plain), Bar sink. EF EXHAUST FAN 5. Arc Fault receptacles shall be used in all other locations. I-0 EXT. SURFACE MOUNTED 0 J BOX FOR HANG I NO FIXTURE