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Home My WebLink About47802-Z � `�= , �fFOt�coGy Town of Southold 7/15/2023 P.O.Box 1179 H 53095 Main Rd oy o� fSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44317 Date: 7/15/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 62345 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-1-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/11/2022 pursuant to which Building Permit No. 47802 dated 5/11/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement with bathroom,front stone entty patio rear deck and outdoor shower as applied for. The certificate is issued to Sunset Sound Views LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1226 12/13/2022 i ELECTRICAL CERTIFICATE NO. 47802 12/12/2022 PLUMBERS CERTIFICATION DATED 5/29/2023Iou s Potirist? A oize gnature WN OF SOUTHOLD ��o�SUFFai c BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47802 Date: 5/11/2022 Permission is hereby granted to: Retzos, Kimon PO BOX 263 Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for per DEC No Permit Necessary letter. At premises located at: 62345 CR 48, Greenport SCTM # 473889 Sec/Block/Lot#40.4-5 Pursuant to application dated 4/11/2022 and approved by the Building Inspector. To expire on 11/10/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $703.60 CO-ADDITION TO DWELLING $50.00 Total: $753.60 uil ing Inspector oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 Q�yCDU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sunset Sound Views LLC Address: 62345 CR 48 city:Greenport st: NY zip: 11944 Building Permit#: 47802 Section: 40 Block: 1 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 1$ Wall Fixtures 14 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 74 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transfer Switch 200A UC Lights 5' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 4$ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro/ Hood, W/D gas and electric, Mini Fridge, Floor Heat 2, Garbage Disposal Notes: Whole House Renovation Inspector Signature: Date: December 12, 2022 S.Devlin-Cert Electrical Compliance Form r a So Town Hall Annex ~qO Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ` BUILDING TOWN OF SO OLD VV- CERTIFICATION Date 7-'?12 3 Building Permit No. 4 7902L Owner: 111r, /a (Please print) Plumber:, 41/,LL, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plyrtl ers Signature) Sworn to before me this .7, cl day of MCI 2o2-3 JAMES KONSTANTAR )IS Notary Public, county Notary Public-State of New York NO. 01K06192537 Oualified in Ooee6s county A-'+.c!94 MY Commission Expires 157- .4 o��OF SOUTyO �—7 - # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 [ ] RENTAL REMARK9.11 ' 1(2-01- d- (746C410a A /-,N aP-a5glf 1 lo!no M-Ake DATE AV INSPECTOR OF SOUTy�Io # # TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]-, PRE C/O [ ] RENTAL REMARKS: s'e, P&g e/ -ofrvIuk � . aviklAE C, a4cjl Qq DATE INSPECTOR 4O�apESOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. Ulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �FINAL I ULATION/CAULKING FRAMING/STRAPPING [ [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ],[,, ] RENTAL REMARKS: o �hymt "lU �►'h�� S 4( IkVL 4A c�t— ol �► (� v �. AA DATE 3 �'� �� INSPECTOR 62 Sys co Rom y� C.v N C�!Tj L'Y1 r W 2.2 Am FeLL-La G F s it)y 12- o 2o .A--rG FcuL f • Y'- ��Yom, r � 2 3 � S �� o�� ' Cie-p-r►/a�.-f� t2- v I vI D 9 IM, DEPT Li �d 1� Lf F Tewin fig_��C�►G � - 14 0 ng C6 4 _ Cowrimteso co"A CIO ir7 I i `� �7 T-C cl !� 2� w c� S C an,� ci 31 !c' 4 �3z i CIi.. W � I A ...._............... _....._.. _....., 12 � I �, IZ2 ULP N � UU CY' 2 'S W �o INS O �p i O N W 'fir �� U ....... ... Ole w syr ? FW- 8N ' "....IGA r� Q. ft J � SEA^. W 6 Uk- e k 4N E- A M P Arch i t e c t u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build Page 3 of 3 A M P Arch i t e c t u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build Page 2 of 3 Aberdeen Building BCConsulting, Inc PO Box 62 Brightwaters NY 11718 877-492-9800 http://AberdeenBuildingConsulting.com June 27h 2023 RE: 62345 CR 48, Greenport, NY Building shell leakage (measured with TEC Blower Door 3 and DG1000 manometer) Conditioned floor area: 1"floor: 1297 sq.ft. Basement: 1297 sq.ft. Total CFA: 2594 sq.ft. Conditioned volume: I"floor: 11,579 cubic ft. Basement volume: (7'6 foot ceiling height): 9728 cubic ft. Total Volume: 21,307 cubic ft. Blower door reading: 1835 cubic feet per minute under 50 pascals of pressure (1835 CFM 50). This equates to shell leakage of 5.17 air changes per hour(5.2 ACH 50). This is about 2/3 of the leakage from the March test, which was 7.72 ACH 50. Best regards, lAt* MATTHEW WYNNE Certified HERS Rater#2214533 JUN 2 8 2023 ' BI:iH,I)MG DE,PT. Envelope Leakage Test Testing Company: Technician: Name: Aberdeen Building Consulting Name: Matthew Wynne Address: Phone: 631-969-9860 Credentials: HERS Rater Email: 2inspect@optonline.net Building Information: Customer Information: Project ID: 62345 CR 48 Name: Address: Address: Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 0.00 CFM50/ft2 (Env. Area) Leakage Target: 0.30 CFM50/ft2 (Env. Area) Compliance with Leakage Target: Pass Test ID: 62345 Middle Rd 3 Purpose of Test: NY IECC 15 Env. Leakage Measured CFM50: 1,834.7 (+/- 0.9%) Effective Leakage Area: 94.8 int Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 131.2 (+/-6.3%) Exponent (n): 0.674(+/-0.018) Correlation Coefficient: 0.99966 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 72 OF Post Indoor Temp: 72 OF Pre Outdoor Temp: 72 OF Post Outdoor Temp: 72 OF Altitude: 15.0 ft Time Average Period: 10 seconds Test Date and Time: 2023-06-2712:29:33 0 Depressurize U d m 800...1. . .:. CP 700 . . . v 600 . m 500. 400 s .. 300t._.....__..:............. . .........._:..._...-............._...._..__._.............................................: --- 4 5 6 7 8 910 20 30 40 50 -6070 Building Pressure(Pa) 7L JUN 2 8 2023 RU77 T)WC1!)E;P'. 'E'er,' - Envelope Leakage Test Test Readings: Target (Pa). BIdg_(Pa). Adj Bldg-(Pa). Fan (Pa). Flow (cfm). Config Baseline -3.5 -60.0 -62.7 -59.2 -130.0 2,040.2 Ring A -54.0 -57.1 -53.5 -113.4 1,908.5 Ring A -48.0 -50.8 -47.2 -96.4 1,763.7 Ring A -42.0 -44.4 -40.9 -80.5 1,615.3 Ring A -36.0 -39.2 -35.6 -63.8 1,441.9 Ring A -30.0 -32.5 -28.9 -49.4 1,273.4 Ring A -24.0 -29.0 -25.5 -40.4 1,154.5 Ring A -18.0 -21.1 -17.6 -232.1 901.8 Ring B Baseline -3.7 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6771 Calibration Date: 2020-11-06 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.1 (9), © 2023 The Energy Conservatory, Inc. Page 2 of 2 �L JUN 2 8 2023 - AMP Architecture Address:10200 Main Rd,Uni P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build MAY Us-2023r 8lli�,l>'9ivc�D�Pl. TOWN OFSOUTHOLD May 4th,2023 Southold Building Department RE:Varkaris Residence 62345 County Rd 48 Greenport NY 11944 To whom it may concern, Based on the inspection performed on March,21St 2023.The following items have been addressed. 1. Continuous handrail to basement 2. Sheetrock under stairs 3. The foundation,footing,frame, strapping, rough plumbing and insulation meet NYS Code 4. Blower Door Test Report 03/26/2023 r 5. Solder Certificate 6. Electrical Certificate 7. Bollards at Driveway Please see the attached documents for the above items. Please contact our office if you have any questions. Thank you. Anthony Portillo, RA, LEED AP ED Alic A ✓.� ' �'a•s �qf �j iJ IA 4 m� = Page 1 of 3 Envelope Leakage Test Testing Company: Technician: Name: Aberdeen Building Consulting Name: Matthew Wynne Address: Phone: 631-969-9860 Credentials: HERS Rater Email: 2inspect@optonline.net Building Information: Customer Information: Project ID: 62345 CR 48 Name: Address: Address: Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2,742.4 CFM50 Test I D: 1 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 0.00 (+/- 5.5%) Effective Leakage Area: 175.5 int Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 273.2 (+/- 22.5%) Exponent (n): 0.590 (+/- 0.065) Correlation Coefficient: 0.99819 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 65 OF Outdoor Temp: 45 OF Altitude: 10.0 ft Time Average Period: 10 seconds Test Date and Time: 2023-03-25 12:25:38 4000 i 3000-- • Depressurize 3000 -- 1 — v ` ( + a) 2000-- - I C 1000- m 900 800--- 700-- 6C 00--700- 60 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg-(Pa) Adj Bldg-ft). Fan (Pa). Flow (cfm). Config Baseline -1.4 -60.0 -60.1 -58.7 -42.4 3,152.8 Open Fan -48.0 -48.3 -46.9 -32.8 2,781.9 Open Fan -35.0 -37.8 -36.4 -163.5 2,281.7 Ring A -23.0 -25.3 -23.8 -97.4 1,772.1 Ring A -10.0 -10.7 -9.3 -34.5 1,068.8 Ring A Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6771 Calibration Date: 2020-11-06 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Aberdeen Building BL� Consulting, Inc PO Box 62 Brightwaters NY 11718 877-492-9800 http:HAberdeenBuildingConsulting.com March 25th 2023 RE: 62345 CR 48, Greenport, NY Building shell leakage (measured with TEC Blower Door 3 and DG1000 manometer) Conditioned floor area: 1st floor: 1297 sq.ft. Basement: 1297 sq.ft. Total CFA: 2594 sq.ft. Conditioned volume: l5t floor: 11,579 cubic ft. Basement volume: (7'6 foot ceiling height): 9728 cubic ft. Total Volume: 21,307 cubic ft. Blower door reading: 2742 cubic feet per minute under ascals of pressure 742 CFM 50). This equates to shell leakage of 7.72 air changes per ur (7.7 ACH 50). Best regards, r6 MATTHEW WYNNE Certified HERS Rater#2214533 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) �C�'y -------------------------------------- FOUNDATION (2ND) z 0 H 1 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. y ` STATE ENERGY CODE �' nV • FINAL VC Y / r n A ADDITIONAL COMMENTS S. 1c, t 5. o e� I b21S�3 J-dd O6 -cal) )r2- 1543 A _ r4l 'l,V c. 3 3 a3 q Gw, C ao ct We, / 03q/ y x q� d � b TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oAo� ao�` Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PE MIT For Office Use Only ® ECEPWE PERMIT NO. Building Inspector: APR 1 Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:4/7/ OWNER(S) OF PROPERTY: Name;Steve Varkaris SCTM #1000-40-1-5 Project Address:62345 Country Rd 48 Greenport NY Phone#:516-214-0160 Email:stevev@crescentgc.com Mailing Address:62345 CountryRd 48 Green ort NY CONTACT PERSON: Name:AMP Architecture, Jess Magee-__ Mailing Address: 1075 Franklinville Rd Laurel NY Phone#:516-214-0160 x Email:j!Tpgpp@Amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP.Archtectu_re,_Anthony,Portillo N` Mailing Address: 1075 Franklinville RdLaurel NY Phone#:516-214-0160 �_ Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ii No 1 PROPERTY INFORMATION: Existing use of property:Single Family Residence. 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 R-80 Non-Conforming this property? ❑Yes ®No IF YES, PROVIDE A COPY. 0,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 removalor.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 64cling(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 216AS of the New York State Penal Law.- Application Submitted By(print ,ame):AMP Architecture, Jess Magee .BAuthorized Agent COwner Signature of Applicant: Date: 7 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is 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 wl his/her noedge and belief;an that the work will be performed in the manner set forth in the application file therewith.pO. "_ �V . BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County _day of.. ,20_-aa Commission Expires 01/13/20_g„3 .Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at `o Z3 Yr ;G,2 V8 tirdJr,S_�_ 7 do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. - /l0/L 2_ Owner's Signature Date S i r L i,¢s.✓,�5. Y/9�/c.9-+2rs Print Owner's Name 2 8°Z NEW YORK STATE.DEPARTMENT OF ENVIRONMENTAL CONSERVATI Q E C Division of Environmental Permits,Region 1 MAY 1 12022 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)'444-03651 F:(631)444-0360 BUILDING DEPT. www.dec.ny.gbv TOWN OF SOUTHOLD NO PERMIT NECESSARY TIDAL WETLANDS ACT March 29, 2022 Steve Varkaris 62345 North Rd (CR 48) Greenport, NY 11944 Re: Varkaris Property, 62345 North Rd (CR 48), Greenport, NY SCTM# 1000-40-1-5 Application #1-4738-04883/0.0001 Dear Applicant: The Department of Environmental Conservation (DEC) has completed the review of your proposal to perform renovations to the single family dwelling, (SFD), removal of the existing shed and construction of a new deck as shown on the proposed project plans prepared by AMP Architecture, dated 3/2/2022. It has been determined_ that all proposed construction activities are located 100 linear feet or greater from the tidal wetland boundary (top of bluff) as shown on the survey prepared by Ralph Heil L.S. dated 11/8/2021. DEC has determined that the project as proposed is listed in the Tidal Wetlands. Land Use Regulations (6 NYCRR Part 661.5#26) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) for this proposed project. Be advised, any additional work -or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. J er Iy, an Ackerman onal Permit Administrator cc: AMP Architecture.; BMHP; file ZMTORK Environmental Department of al STATE OF OPPORNNITT Environmental Conservation BUILDING DEPARTMENT- Electrical Inspector �O� COGyc TOWN OF SOUTHOLD C* - Town Hall Annex - 54375 Main Road - PO Box 1179 o += Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov - seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z Company Name: /`-j = Q G"/ /U Electrician's Name: License No.: Elec. email: '��f/ /L�$�c�/✓%G GoG� Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �ol T SovniD Vt 5wS LAG Address: 6 23 q G C 9,'rEINPD Cross Street: Phone No.: (7 417 552 7 Bldg.-Permit#: q 7 gD Z _ email: 7 !/ �/ Tax Map District:1000 Section: Block: Q Lot: Q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �E N D M-710N Q F �-FA4M l L-y 67 Square Footage: 2a Circle All That Apply: Is job ready for inspection?: � YES NO ®Rough In Final Do you need a Temp Certificate?: F] YES❑ NO Issued On Temp Information: (All information_required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect OService ReconnectOUnderground❑Overhead # Underground Laterals 1 2 H Frame El Pole Work done on Service? El Y FIN Additional Information: PAYMENT DUE-WITH APPLICATION 0 OFFO( BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y = Town Hall Annex - 54375 Main Road - PO Box 1179 ++ Southold, New York,1 1.971-0959 4A, �ap�� Telephone (631) 765-1,802 - FAX (631) 765=9502 rogerr(cD_southoldtownny.gov — sea nd(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: _ Company Name: Electrician's Name: License No.: Elec.'email: �j/�'' /�c.S�c/V I Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 6�1v L T %wS LAG S 7�7/1 v 472 !fes SIS . Address: 6 7,3 S C 6-,E 6k)P0917 A/7 Cross Street: Phone No.: (7 J417 Bldg.Permit#: q 7 9D Z email: Tax Map District:1000 Section: Block: Lot: (� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage:_70-75 Circle All That Apply: Is job ready for inspection?: YES ❑ NO .®Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size01 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 0 WVI PERMIT# res : \ Switches 11 Outlets GFI's ' (D Surface Sconces I r HH's UC Lts / n Fans Fridge J HW Exhaust ( Dryer Oven 0�� ' . .. � � Smokes DW Service C , _ar bon . Micro Generator. Combo. _ -- .._...._.............._ Cooktop _1 Transfer -" ` ir- (�1/4^4 - 4"-V IA) �� f AH f Mini l 1 � Special: °�Ar�.i� 1,5P91A.� J f Comments:—..k,k p"k 14,4 Z AMP Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 6, 2023 Lj IC 11 II/f t -� SAN o6 Re:Varkaris Residence 2023 62345 CR 48 �r'9®0�®9 L � Greenport NY 11944 To Whom It May Concern, Attached please find the health department approval for Varkaris.The PAA was submitted on 12/23. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 Pontino, Susan From: Steve Varkaris <stevev@crescentgc.com> Sent: Monday, December 19, 2022 1:48 PM To: Pontino, Susan Cc: mnvarkaris@yahoo.com Subject: Electrical inspection card and photos of changes requested for 62345 CR 48 Greenport NY Attachments: 0853_001.pdf Good afternoon As per our conversation, please see attached for electrical inspector. I hope he gets better quickly. Please email me a sign off inspection card once he signs off the house electrical. If inspector has any questions please call me at 917-417- 5597 Happy holidays and Merry Christmas and Happy and healthy New Year to everyone. Thank you, Stilianos Varkaris Homeowner Tel: 718-706-8500 x107 Fax: 718-706-8690 stevev@crescentgc.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. EXIST r37 AP WL Z.20]] Ya TESY HOLE DATA SITE LAYOUT I�OIES, rT, P15TANCES TO SEFTIG 5Y5,V'l GOMFONENT5 I.THIS 19 AN ARCHITELiS SITE PLAN 1 IS d;'f (1EA5URE0 FROM EUILDIN5 CORNERS) 1 U LAhD,AIR WATER a-y,5•p_T TO YERI FIGATION BY A LICENSE a P.P.EL=46.T r/JrICREtE DOVER ENJIRCTME AL SERVICES,INC. 6LRVEYOR THE INFORMATION �= I O Z O TO 6RAOE 32 CHIC TER AVE. SYSTEM COMPONENT CORNER CORNER W MO BOX 3'12 REPRESEK=ON THIS SITE PLAN Is TO TIE i 0 GONG.DOVER ARCHITECTS BEST OF IQ70WLED6E. rK\ 'C'-MOD 6ALLON SEPTIC,TANK 500' 445• J •�,nal�� CENTER MORICHES,hY,11994 F EL m!10'J58 (671)DT42112 2.SURVEY INFORMATION WA5 09TAhS i( +_ •' _ f 4 lWL r FROM A W1"EY DATED NDYE MR D,2021 b'-8'o x D'DEEP LEACHING POOL 565' 585' li ♦M'AIN CO.Tt K3' AVD.DRADB EL.• F1•f59' !�•' _ - __ - _ _ _ _ _ __- _ a' e6'Tlc sY9TEMW50' AND PREPARED B'f: `• / Z TDP- eROI•R SIP.2VEl,IN6 E'-8'o z D'DEEP LEA0HIN6 POOL 87.0' SID' O y 901L TOP•ALL.FltS AERIAL LAlID / t J S9 FROBST DRNE �\ 1 1•'EAW;U MS AS FER SYSTEM INSFEGnON BY CLEAR RNVER ENIARONM5JTAL J r WE_ 4•o NG W ---- ]O - ��DA.D NT11 T 11( , 797 ) �� NOTE.t-E45VRII-S ARE TO THE CENTER OF CONCRETE COVEv. MXPITCH�•,I' .-f71II1C- - SILTS,PINI,TRADE e„e_ INV.EL. MN PITGFI+',I' OP BRAYEL 96 "' - OBASSo O W.D. -1 RN.FL. INV.0. 4.___ SOo 'sT Y7 41D' 40.9' Ll9 ERaW I 1 Z -It1L t 02-4 �goexrtven Pe1n�.kvF LEACHING Q SIC 9Y9TW LS Poaf9) ° 6 /Iwv�ai nBR�cwm�trAL � y�,i,"Y�a � a W Db• DO - LISHT 19ROYN N4,•4TDO'E IOTAS'(ACNAU I FIIJ wSAFINE, _ - N!'a Q uDNr DRaa oW � 1 -_ - 1 Y•i tD'O' • 9P SArD.Flt , 'k R mO ,A"m tt" q J LIMITS OF CLEARING. I Z Q DD' a-- GRADING t GROUND U. it APPA HIEN I -' c •" iD L EXIsnN6 -'" I I,-n Lo HID TI IVC- "1 ALA01=0 --Ei1M NATER EL..]DS•--- 15.0' +-� LIDMr ERd W sAh® a �y Tw SHED -�\. .O•t o ------- ' W sLLT/bAJ ' ro ` 1 -- _,--1 EXISTING SEPTIC TANK(U rY ST1HF.I F✓Hnaa FOOLS r-_,1 FI TRAGEO 02 I�OF r Q '�� PROPOSED -__...---...._ . nO, GRAVEL WET (•z ITV„ I I. NInJlaa4 9FPNO GMAGRY FOR A S SEOROOM HOISE h I,LVp BALLON9 W T DJ'.Llrilm AREA I. LEAGHRJB SYSTM FORA 9®r+00M RESID¢NGE SHALL FROVmE SOO Pia SIpE-WALL AREAS L'DHT 91eRdi n P ___ W • 5AID,FRS.TRPC.E _N -� 1 EXIST.OUTDOOR M1IJ 1 N W.EfPRG TANK W S'6TieTNE f�M PROVIDES 1700 eSAL DAPI-LITY•44 s.P.LIORD AFteA' (21 D'0 R D'fl9'PEGTVE DODO LPJGHM6 POOLS PROJIDE aPD PN RIDE-HALL AREA• /i ��,�y� j SMOyER WTMOVT 2. A IO MIN DISTANOE FJCTh1 N THE E C TALK AND GIILDIND MOTH ' 15 MAINTANID, 2 ALL 00vH8 ARE REIt80PL®COFLit=1E(OR Pamj. ISD' , TOP OF BANK I DRAIN • GR 9'MK D19TAfiLE IP GnDD1G ID IPoN A^IAS. 5. AS MIN.DIDTANLE BE1Y2.Si TeS N1010T RECWIDp EJROU6YMla2 LNe AND EOTTOM OF ]DO. 5. A S'1911 OIDTANre R'TYS@r 1HE 9`�ri0 TANG ND DIST.SOX(FFIIt PRC8R7 0 MARiTAp®. LEACMN9 MOL9 is MAHiAQW. /� LI6N'peOhN DRtt �� SII I 7t.' EXIST..tND• TANC ID MAINTAttSD. 9ANa, VlTRILS __ �{-" 1\ -J WA.KHAY �, UaRAVPL t•CT ) \`IL :WUXI A TREATMERI CAPACRY W Ot&Y 1000 6ALLCMS 19 REOU:RED Pat TIC NJMmR OF EMSTIN9CF-HA AIRFJt �EEDRpoM MQSTI?*�TAae I5 CAPABLE OF ACCOIBtlDAT R TO A 5®ROOM GAFAGitt. -YaULE A 5WE_NALL LEACAIl6 AREA OP ON.Y DGV FN IS F>FOln®PER TIE:N•'EHt Q• " ExiST.156TCRY YA.FRPTDYEiL-IN6 BA55lETT.T7 I \4< EXISTING SEPTIC SYSTEM DETAIL -A _ � (�16ARAP6FRE�ltt:475' ]TD i�v 5%GRAVEL YIET ,5'FROM IEG6 TOP _ 3 SCALE.NITS ,/ _B.aNc� FRG. T/7ANINDATA e SILTY sAND/4' ` BkTUC -� ?I ' / Q TAX MAP P IOG17-4p-0I-05 U- CO' "'CM 70F o �� S Al'CLAY, .� I J N / S(cv I C,0. PINEACOARBE TO PIMNERY FINE I I/I 20NIN6 DISTRICT R-80 NON-0ONFORMIN6 u 920'�f�{,; 59s sRAVq YeT I I \ _ _Z LOT GtNR.46E j , �%;-i-- -- �j I i gyp( I ', DESCRIPTION(FOOTPRINT) AREA GGYHiA6E OF $O TEST ADJACEIY7 AREA OF 1T ER0v81N1 IS / ` �', /HOLE I ' C1AYr91Ltt CLAY• / RIF_V pite.YCT TOTAL LOT AREA 48,9190 S.F. 1 S I r TOTAL ADJ/LENT AREA FROM 55,525.0 S.F. ,.' HAY BA.S 4/OR I 1 C,BlA AREA SILT FENCING TO BE EXISTIN&I STORY DKELLIN6 1,6900 5F. 4D% MTALLW LI611T GROWi SILTY TRJG�TIONNI�t' .p 1I{ D G PROP05�WOOD DECK 9060 5F. OD% / IlAY/G.AY, T-� TOTAL AREA OF ALL STRLGTINZ5 19900 5F. SO% p]OFDCr•/EitT"N'- E 1 f LIMITS OF CLEARING, 6RADINI6 J GROUND DISTUR3ANCE LP. . •'MAXIMR4 LOT COVERAGE ALLOYED-20% 1 , ya L EXISTIN&SLABS•&RADE 5000 5F. 1.4% EXLT.YiOOD 1 EX15nN&HOM STEPS 280,0 5F. OD% 470'x/ SIEO TO BE _ rT �� LIEf1T BROYN CLAY R340Vp '/;/ �f/ -�• t' at' ' ! ` � EKIST.15-STORY 1 I.FLOOD HAP DATA. K0.FR D FILING O { I ,_- 11A- MAP m.%1036015& W BASEL-�M , I MAP DATE.09/2Sj2OOR i/ Z FLOOD ZGNES.X 4 VE:6 _ I - 90a•,�/ l: W 2 SITE PROTECT!OWSILT FE✓CINS TO BE /�%ice Llp+f SROIM G:AY, h• / / Z t' S INSTALLED REWFQZP BTHE TOM!OF _ _ _ 7.5t wlwr KkTER5 OR FETLA!` ARE GOIBE?rts.v9FOIRID'vUT82 i SSD•g-T ,H FualN+c�n 1902'DEcrt 1 __ PROJECT: LOCATED NRHIN 700'OF THE PROPi'RTY, sRI•DE ! N I - -- w 4.ELEYAnors E wow wDD i W I ` 11 9D.0•LINES. SEPTIC^ S.NO VISIBLE YELLS LOCATED WTHIN 150'OF \ •'; `• SEPTIC SIH.EGT PROPERTY Ll . 1, YiATER 1 THE FOLLOWN5 LOTS WTHIN I50'OF FROFWZTY UTILIZE PUBLIC WATER AS FER SC.FlA: I .•,i 4b92D8' - -- - - - -- - - �L - - -,\' - i - - - - - - - EI-TM-1000-40-1-2 f..` ssa'7T oA, ---- -- --- - -------�-- -- -- -- \\ 62345 CR 48 SCTH NOLO-I-5 FAME aTT GREENPORT,N.Y.J1944 SGTM.1600-40--4 --- -- - - ' -�- N O R T H R O A D SCTM 19000-401 ��_�: _ __ WTM 01000-40.1-1 NORTHROA D -- DRAWING TITLE: LOCATION MAP D 5 W �' '° 3 bn 5- - --_g° - SITE PLAN SITE PLAN ENLARGED SITE PLAN GRAPHIC SCALE SCALE:NTS EXISTING SEPTIC SYSTEM SCALE.I'a 40'-0' SCALM I•a IS'-0' NOTES SUFFOLK GOUNTr HEALTH DEPARTMENT APPROVAL D.YbWr te.bg.seat ren aR wro wa8 W e4bt m d t H.5. REFERENCE NO.: R-22-1226 eb a bn,Tat ema fm 24 0..Re9n ro tat W tro evebt F e a.Al Fite•ro11 be eeabe w m nn o k m walm�S.Dee eeetbn 9,AI anleb from bn eepl4 tot mxt be o a dad w h m ID'bep T I.Septe tab evil to eomfrvetotl d perm!corrseW,fbergloaS, titer tro 244w peHoa b omnbW.Lot the terdc etad 14, C. Tort tw!Qe cent h pbm requte pkr oval Iron the equNabnt approvetl beHle exferdm5 Y3o tla V9 d!J•n eeptic fmk powpotgropylon,lrorrreplmNca,m o!b matarbla F odaltk9el 10-hwT pmbtl.Tin tmk m cppovee v rldm to mI m roki C r.Qemat uM ralee Iw eertinea bg a 1--a Prot BnMer. ilQpn tlepN.F neri.ubn borflee me recameMen for Fntalidbn PAGE wek G.porbroe3 ea,0orm oM""c"R I ,9-A fm tw b41gT pen W,alter presere Wsttg b roccmnaded W m A a mbMmt fro fbor mn waib d a cmumb lot mst be bekr ea J,eflfo,t trop T. Tro loe d.rel lmka mprrl,biWa aero aeve error WWildw� IIN . SP-101.00 4.A W d•NRvtbn bo+Alvaob m Sabtrtbn tvodto abrcGm Yell to ].LFI«a otherwma•p«Eimq ten bodl,g•trvctve/•ytem flat follwm 1.9cptK tat moot«Aron ehdl pwibe a Itlwl d ronswrosNe 1.Yherovo p«Goal,canvW eaptic lark.Yell rot M beaten wit}b raequVoe la ail WPa wah mere tl+m(9)b truceree Weae an •optb tank Yell M de•ymn H auertloce wRh•eetlon}lOi a,a rrebrbl b a pammer¢lacatbn d each eccece cPenHS W won clef ga b+ Por W e-flet ere pKroobced Wrhm gcaXMalar,Bre ILemdNe nesia m appwee bu Ne 9-110 d thm etadmtl. 'mtrarce Into tmk mc5 Lao fatal'. Crottgn al�n.kb portlom,Wap to ID drove N�:ee4 �� eeertletl/a etl goinb,aWr ebvdbn,d N,e eepbc tmk ehdl be 9.Tb fop d ten eeprle!nae Yell not to bcdotl Beater tNm]9 reef 5.At a mYduA ail eepNa fab andl Ince??-FXl.comtl accmq PRECAST eUCItRE DTIC TA'¢GR19TR0eTI0N R&]:If@R.N9. nlltNrnl�cee•'s.ctan.in caeee.Mre tl,le m rot p«t dale,Ha cT iero Lha.ore foot debw fbd goGe. opwg,wahH 12•of gage m W gene IareWd orer ero mbt ad eeptle rark Ynn m Horn-protee,y m ID twee aaoYe rro Fkv,e.t DATE: 04 22 ovtbt,reapedNey.coven awn be eRlQ 20-beN alarmWr war4rtpRt L ReWercea ux q emu Awn a m 26 e p_t.sNe•bar59+d rorertlea/nxy«roe gaM,d elevation od lett tested W«mora a.A a m:nlnaM1 ail•a'Pm'9 ma.hala.Mon mw]0.Kh cave.m �/ / 1 OF 1 _ _ .. "`� ala Fm«t-prod I«kvg coat r elaTnopimm aavera d 9q.ro pwraa per m.ao mch(pa'1 ae]asap set tioi�meae pmr ro aparatbn opeamy to gene lecal.e over 9:e mNe a.n wNat.ewes 7"�' rQi gaga.At awero ma ehen y/mere Ynu be aeak�ed n .1,002 ne.Nrr 20-omn darow wateru r- I sen �:l>wtYY UJ'0.x?�G.^.at:i-\uN Sn\:.TS tlar,ta,pih aaaI-}lu d Nm abr:non. ].YNn thtkroa.Ynn be a mNmum d lMee hewe'mleae Me rieig, a.m ease.Men aorcrde ro,b oe Mtallaa m tln l Von eovwn w elrrmoplmtb awes ae IM�aro Nl'ems �� I r� ha•bean ce tHbn by o N-Ye k L'eaben R deuWd E Sheer m ae. de..aul sAan � C 'I I I I� Wenn a rat m d W be W Wlba m a trNm 19'p bvoyaKy eamvlet rwe nn anen to nealgee n armee wen,•caw,}m or mm atamre. I �^Pek a� J or FNM wi9l ofl tpproprbte ron�e fx tlrn wall ewmtrvctWl,!JI weLTt d Me tmk actlr o wRhovt arclvakg a Me rd�f.'at d MII� �ro eTtlt•wl des d odor•mWlbtl W wSbtad wdb, leen aro top•hdl 2^.h rowncYy W recent m applbe wel ba d bast Is ll more tMi tln we j1rt d rM wo'ir amploe�G. T.Wen 7"m><ieI-ae apl+wetl b be FmWa n a 1 n�1 J^tW:ie.,�:+-,:-, •-''r-'u^?r:l �_y a_t-^^.:•1:i.1•L.i t• lo a H-]O bulFg®aesyeWn bI AA9NT0. farce d 900 peunna per eR-rod(ps17. Tro b»;a.cy nakclatbm awu be aero rote W�e t brro.ry er prrktg aea,be o W emll be a.tgnd W be eteEhecornea ggoadwotx ebvallon Wth 11,e loNt arrpty.Sou trdlk bemig W meat be rectubennrib d AA9Nl0 N-20 m D 0;:,In •:.•_.,::Cc;,.e: r:wrt wP-�! s.5cptb links ewll be weterticfd ad cermWCWtl d sound ad 5 Pre-cmt emcreW•«tk+rm"I,ba•oabe wM oro N YXh tvtyl tap d fro lmkrY Man ro!bo casbermd when netermbho NSM loatlYig. .r, [.�::;-_, drdab moterbb Nat an rot ab)ect W erreeeNe ccrcoebn or rtDosr)aha.ea:int M101 cadorcm W ASTM uAo. Nn ancmvk o1 aXhahS a bonen!raWd roryutred. �5 v LI. acao} D.'rrn atlet Mort abvCJcn shall Wo InIM1rA^n d OA F-10 5 _ a.s«eb r.ka Ynn me fy ronpmrmew.swb wn•apele rota �+G T•Ne iN9r,tn Ix1w n,e mle:mere elw elm at x..plFg maielea ma JAN 0 6 202 1 Te-7 1.::ort::Eer^cr.:i --- a.Al tela t be watorS�mT+e metlod•d enevtg tmlu aro Yell be amaee t-W twe pnar,la by o baroverae wall.The fiat abtrYvtlm Waea. 3 4 / wotertkjR Yell be eRher Weng m wotor peaauro teatm5 unepmtment ewll .=volume a SO-TSM d tro_'v l vla I.WWII•eplb tarYn aceoretg W mom/«rurerm recammerddbro taab 0 'TZ 013?07-2 'U l'CIf-L 4 v"^v -tom_ metMb m fonw», Mro a.a foal l w7etom cr0»aalty aWormFg:+Iq}hese atmamd Al typlkdfb raaamleriaalWm 9.9mplsg nMnlea ewll Fava m Wade tlter d]feet m (,•� OtTi:t d M'..:.':.,�\•.-.7� Paaaea dJ tln'emllaaara al.eu be 1plaronted. m trmine mead]lad by]taaL r J ,.Vuu a teatYg:Seal Nn e p y a od{py a ac un W fav r47 9.AI eewe epee•ell pero de 902 veriCal•d•wall d tro of ant t<s(IOorml d merury.The tort m cpprovea x.O%d vxu+n m awll bo aeaba wM gM or o9nr meax rsccptcU'e W fm 2.Tw.eptic tak ewll Lv MWiba d bw1 H all eF«lbre(wM a l0.Al cower pipe peratrcNoa b ten earpD,3 020.0 b dnn be ��pySr�,p•�BYT�G' ��P� 9�. D37E05 Q� rob fm 4.o mbvWe. Depatmert evch®wotartlaN•eabtl/lexbb 6d aro fm plae mmtevn WbroXe h oy mrectmn d,/oro gvarm YfdJ o.a int:won woWrbdt. TO WN CPSOL)gn.®�� FQF NESJA aaaket fmterod W Lro ppe wMx•!alnico efeel robaemale Gorrp(Y„ 9-wJl Nbk bee d pepmly bvebtl od eoiryxtee cad(Tree from Y rock•)m pea gavel. BE (9) DR APrdL a,m] DISTANCE-5 TO SEFTIC 5Y5--M COMPONENTS TF�Y0.1T NOTES [ VVELUNO TEST HOLE DATA I.TH15 IS AN 4FCHITECT'5 SITE PLAN/15 {;f (MEASURW FROM BUILDING GORI•CRS) Q U LARD,AIR WAi� 5UB,PCT TO VEWPICATON BT'A LICENS _ PP.EL.•46.T CONCRETE!.OVER ENJIRONM'NTAL SERVICES,INC. SLRVEYO4 TRE INFORMATION I I O ~01 TO GR/,DE 92 CHICHESTER AVE. REPRESEW-MP ON Ti-115 512 PLAN IS TO THE / ,1 SYSTEM COMPONENT CGRI'!cR'A' CORNER 8' Z(O� LONG.GOVBt PA.BOX 572 ARCHITECTS BEST OP KNOW WelE. �' W =e{ CENTl3i MORILMeS,hY,It454 �' / `\ 'C'-1500 GALLON a T:G TANK , SOlJ' 445' "'� F T'I EL.•fk0U3E (691)Br4-211] 2.5URVEY iNFCRMATION NA5 OBTAINED `t lL - 0O•� FROM A 9.R•VEY DATED 1k]VEM5E i e,2021 TJ'-6'6 x b'DEEP LEAGHINS POOL 565' SBS' q W t AVG.GRADC PL.• PL•455' AID PREPARED BY' -��/ _y Z SEPTIC 5Y9TEM•45d iop- eRONN / �\- i. I E'-8'0 x 8'DEEP LEACHING POOL I 63.0' I SID' 1 O N Z 9011 TOPTOL,PIhE AERIAL LAND SURVEYINGi 'I '�X. _ 99 FK DRIVE `:.j': N AS F8i SYSTEM E CENTER F CLEAR RIVER ERYIRON'-81TAL ,J _ _________. ]D_ ___ BRDYIV SNO Rv'iN SHIRLEY,.(815 Y,NY"11967 _-J NOTE:MEASUREMENTS ARE i0 THE CENTCR OF CONCRETE COVERS. I .� It@-- 4'm we FLOh L11E 5P SILT9,FINE-TRACE T.(B55)TBT-0999 c a'�D--"-" O Q INV.d. � MN PITCH+'.1' OP 6RAVf1 BA513 ENf 4.e' R.V.FL pry.d. 4D_- ;'_ d Ix 41 D' 40.9' - __ 5[9•itG t5a5T.BArD COLLAR OF O"ym O m Y e SP SA•D F rC TTI a ��--- I Z TAW INS /�,,rG�E�S9.�2D A5 PER PHLS) o / ,:�•�L DY GIC�R y Llg,hlp __-_ / ~ wV6t ENVIFO.V>8(TAL aA GRAVEL L- Z • 8'-0'� 9D - 109 D'(TEA'S) I 1 - 1 Q W Ll-eAarN N47-4TSO'E 107.99'(ACTUAL' SP 9S''FItE,1R4l2 IOd - O�6FiAVlL µ_pi p I I I 'sf�.- Z-5 e'c' -• x SAND1L' IyCy % - I Y c'Z,R Oo __ IOk 6RAY13 C q I _ - LIMITS OF.111111, --- J I' I Z>Q _ 6RADIN61 6RGUrID _ LL Z T"1 9 R ' I w� n g APPA WG11 �h ANCE - , I LL H15lBT UtPECTeD N�rsO]1) Ev(ISTNG - -El -- ---6RAAD Y14TER EL:]e5'- U I ��G� ELT' 1 '1D C TO 6E FAE?CDIL4I TO REMOVED" - EXISTNS 5E'PT1L TANK rt) E%I5TIri6 LP.ALHRY POOLS(2) W'm TRACE : A _ P40OZI PECK L MINI 5E1'iIL LMAGTY POR A 5 BSL 111OE5 19 I�GALLOrtl W a 5P.LmTLFALN D AREA I. ING SYST FOR A 9 EP ODM AEaInt31LE SHALL PROVIDE 900 FTa S -YVLL IDEARE/. u- �i I I W IEKI5T OUTDOOR N e'm' c TAMC W P 5'E` TrY OB-FROJIDG9 19Oo&J 0AP tTY s K 6P.uwp AR_A• (])e'e x e'(&P rvE DEPTH)L INS POOL9 FROJIDS 400 Pie SIDE-MULL AREA• •�xX'/ SAM'`,PIIS TRACE Q nF' SHOYER - 1 TOP OF BANK -� I DRAIN ].A IC MK DISTANCE E2NV.�1 TK' C TAX AND BALDIW YLTH CELLARMASDENT 51MUTANW. ],ALL GOVER9 ARE RERF'ORC®GOtIJ�TE(OR 521J (p{p OR 5'Mpi D19TANCE R 911-M Le•0N A 9lAB. 5.A5 HK DISTANCE�TYEHi TAC Fnei£ST RSCORD®(aFAADW.T13i LEVE N.D BDTTGw OP W. I W 5. A 5'MAIL tTSTAKE EETYEBt TIC BTTIG TAMC AND DST.BO%(YAl9e FRLBIT)S fMINTARED. LPI,ilAIY FNLS V FWTRAp�. L'GM!!OH•!SRTY .w,ic� 1 /___ _ _ U 4..ARI e'rfpl D1--.@-'Tffi:ALL LEALHIN9 roA4 AND-,IL TANG IS MAStTACSD. fir: 9A1ID,PIrC,TRArL _\ - - I , H4LIaiAY S J : w GRAVEL rrr 'su '•. (1 rs1+A AREA �� \ I �U -IVnI-E A TRSAIYENT GAPAGTY CP OhlY ILYO 6ALLLN9 19 fa'li):®FH1 TRC N.eS�R OF EN5PN5 t , • am.F00'S.EXSTINS 5EPNC TAMC S UPA13E OF ACLOM VATING IP TO A 9 0"= CAPKRY. -WiO.E A SIDE-KALL LEIOIt:NG A.Eh OF OILY JW FT'S fSG,TRc�P8t TM!LT•SDi • fla5TpL5�ROdr',�95TL G LPK1@F PO0L5 A�LAP/8E OF ACIG!?IODwTINe li TOA �� i i�'� EAST.154TORY M.FR, b!fit CAPAGTY(aO0 FT)" ' 1 DYE LING W EA58BLT 1E+a5T. (5 BEDROOMS) "� LIGHT EROYq - ( I O�I SLAB N F.F.Ti•46.x2' I I ea mn EXISTING SEPTIC SYSTEM DETAIL SILTY 540 P1b i GARAGE SLAB EL. 459 I aD'- 10 6"w"Y� TS'FROM TOP OF . ' SCALE,NTS \ BANK��' , I PRO-ECT/ZONING DATA uearr b• 100'FROM TOP TAX MAP 50d 1/' 51LW 5At w \ SANG ICOO-40-01-05 I � FINSCOA O ZONlh75 DISTRICT R-80 NON-GOI�ORMIN6 f'.I-i FrtaSNERY Plr� Z / W FEB e B 1 `S (�6063 LOT COVERAGE > 1 %LOT ' f DESCRIPTION(FOOTPRINT) AREA COVERAGE OF '.HD' /% { C�$ I TEST ADJAOENr AREA �� LIGHT EstOYN u (} / E G 9G ' I GAY i FICLAY .f BUIWINGDEP PIPJV�tYP YtT o i TOTAL LOT AREA t 48,915D S.F. � ,4 TOWN OF 801 MOL 4`K`1 CCS'A AREA ENT AREA FROM 55925G S.F. 1 /' HAY BADS!/OR //, SILT FEN'CIN'G TO BE I , EXISTING I STORY DNELLING Ib90D SP. 4b% 4oD'!f.'C MISTALLED OURINS PROPOSED HOOD DECK 1 ROOD 5F. I 09% •�� LIBHi-m SILTY 7� LLAY/GLAY, - TOTAL AREA OF ALL STRUCTURES 1990A S.F. Sb% 4-•�1 PIIEJVI3 Y FpE,YET LIMITS OF OLEARINS, �. cRADINS 1 EROUNp MAXIM)M LOT COVERAGE ALLOYED-20% I DISTLFBANGE -\ ` .4' i \ 0 LP. LP. `` EXISTING SLABS O GRADE SOOT GF. 1 EXi5TS NG WOOD STEPS 2800 ,F. Gb% MD''j 5r: TOO S s LISEXIST.Noor, !`m. - ad I f 1.FLOOD MAP DAra j� I j Y�5iA 1L.'IN6 Z I I 1` 1� T13L I rOi MAP.:96105COISTH W MAP DATE:09)25/2009 EASE+@lT- FLOOD ZCNIES,X 1 VEIb W -' ' -512 PROTECTIaVSILT FENCIN5 TO E6 'LIOff L430hDI GAY, I �/ Z I 15TALLEDSCVTMOLD AS FEwf;zD BY"T!¢Ta V3lY P1!s�1ST I' ,/�- -/ Q L_ 1 5.SURFACE WATERS OR YerLAID"ARE 6 " TER 'B7,2O." PROJECT: ..� LOCATED YUTHIN 500'OF THE PROPERTY 4.EL.EVATON5REFERENCE NAWI9B8 n w 9DD' VARKARIS S.NO VISIBLE YELLS LOCATED YUTHIN 60'OF m >•�- qE O \ SEPTIC 5L$ECT PR7PERTY LINES. a.A VK m i 0 WATER TFE FOLLOYtNG LOTS WITHIN 150'OF PROPERTY .•�- METS •• UTILIZE PUBLIC HATER AS PEt SCN& .. 4.692be' 556'9T•� \\ (' 5CT,.1000-40-I-2 .. '. ----- - - - -- -� - - - 62345 CR 48 5CTNi-1 1-5 9OD' --_---._____._--.-_-__-_i__-__ _ &CTM,10000-1-,) ./:._.b._... _ tE°F PAYs'�NT GREENPORT,N.Y.11944 SGTM 01000-40--6 = ---�-- �� NORTH ROA D SCTM 01000-40-I-1 N O R i M ROAD DRAWING TITLE' LOCATION MAP SITE PLAN 3 ENLARGED SITE PLAN GRAPlIGSGALE SITE PLAN 5CALE:NT5 EXISTING SEPTIC SYSTEM SCALE:I°=40'-0' SCALE.V=15'-0' NOTES SUFFOLK COUNT✓ HEALTH DEPARTMENT APPROVAL e.Yb a m.tYgg.seal to t rm ra.wrth waa ra orb i xs H.S. REFERENOE NO.: R-22-1226 eb dbn,Id atad/«34 hwre.ReN11 M toN 0 tM mvebt bumf b.NI gr Nnll w Saabs m b ok d e o k b wa a b t, a mctbn 9.NI wtbb Mem Me a fl4 kmk my t w pr=4115-&4 4 11,alb m b•d w T I.9epNc takt N1o11 w ceetrvctad d preeast rowete,/bmrglms, eller d1e 2a+.a..pmiW ro cmlpbn.Lee 5,e Lark etord r«m 5-114,9.10.Tanks tMt ae cmt h pbce req Ye prI«appreva'free tM q•Nmbrt«�,roved LeNle extmtislg Yrto 7a vs d nb empue terk PAGE: paye5abropa y�pybm,she napb,ebv,m amm mar«bro h mdmpbrol o ham p«w. ro to k 5 pp mums a xm.w w1 b hr a aep«a ar ma,.t be emrrtbe by a Leeroea P mroeew ml a ghe«. imw nepv. ddbu mn ora e.�e mew a ase rm nearer m mmemd r ..m:DeparNlrss etntlmm«a IONYCFR Apperblx Ts-A r«tlb Io-M:rpresnre eemthg b reeonmaboe re ee At a mhrram.H+n/icor o.1d r.mle d m c«uem latae n.+st w wia.emdl dfam:o-mp-r. TM ve d steel talo b prahbP.ed. tl aro-d:m�al�bm ealolAhkany poA'md S P-101.00 4.A Oitrkaxon bav/mmhob«drotrbhbn bechhg etrwGe Nail w ].LY.Io•e otF be•pecpb4 5a leacltr5 etrvcNre/system tb!rdlow 4.Scplb fork moaaun en Mali povimm a Idzl d r,onurronve T.Hcrcvm precn:ml,Itorcr.te•ept<tmks Nall rot b lecoted wN.h rPequhed la mil lmrs wld,norm than E!)b«hM vbvicerea Woaa a a•oplk:tank doll w am•ybe h accordmce wW sectkn 9-107 and matorkl n a prommm�t lowtbn d arch ecce..cprn65 a.«„that grwnd� Fa Halimlkve the ae placed Wfhn gandwater,fro IbmatNe tleslg ro apprwae b!fro Deporemne 5-110 d fhb star' a 'enbme Mm imk mq w ratml'. wttcm�Rimm p«tbre,W b ID tuhme leve k�mvL eeerdea/e.¢racstl gern4.mtar ebvdWl,d tln eeptc tank ebll w 5.Tb tap d W eeplb tattle s')l not w bcefae geatm Nm 25 feet 5.N o mhhvR all sepVc tcNa vnNl ban]'J-Vrl1 cwmroe acca•a PREC/5r GONCR-�iC SErt1c rANK GGNSTNXT`ON IaPG11FEITVT9, r 11Wcmly crnvt xree.In wme Were TI•b rot practicablerFa «bn!hm nc root wlcw/Mal game. openYg.wihh i]•er gado a a gods broae wm tM hbt ad mepiac tort Nan w wdayrmored p a le hdxn awls fro Y sl DATE 1 04 _ aAbe.rm•p«Wmy.Cevms.Mn ww eNier 30-hG1 abrolmr watmrlkpt L RaMarred marmite halm a mnhvm,ewryre»4a.x,gN d recardea apoceem gnmbmler mbvatbn«,d bmk te.ted to armors 6.N a mnY1•m,all.aripl6y mafimb..holl bre]O-HA cmvere0 1 OF 1 SDOO p -.__ __ -__ 1 W Ynect-prem/lamkhg mast Ym raven m b+errnopbett calms ofP_par .T-..Yah(psi)ae 25-dna.EDC. tl}mresa prI«M eperatbl. cyantg•tm goam Iacmad arm/tb hbt mel wRlmt.Lova» 5t'r1Gu C1+,-rr U::^An.ve.T m ti :I+S�n� I rt gam,.Nt mm.er.aw anumeyaal.mre.hmn m deekrm n =1M.eltwr]o-e�dmlebr.lamruy,l mw w.eaprod 1mmkYy dace wltl,•udon 5.111 d Nm etaldad. 2 Ybll MlCkrefD shall w a mhnvn d!Mae hrM.,mlaN iM Georg 9.h caval when cmrdrea tmk.ae Malbd n g�..The r®:Ym cevmm a tbrmoplxdc raen d Thal gado.NI Lmvan � ,Z,y-,,,2� be been<errabe ty a rbw rak Lmeasea PMc••bral E+galme.w see proro••w,o1 Nbn ubn.R er play eac•bum1,ra proem me .Hall w m.,kee h ar�«m�..m,ammtlan 5-nl w ne.ta,eaa N S.[.xn.\04______=_-. 4.Nan a scptb tak b rgprovctl W w hatalbd h a trtro.nj« amp4Yq wIY1 op opproprbte rogrYomsnte to tnln ran mamWctW,.NI Iryt d bw taJc(w:th«Mrrart ackaVg«pb ad]A:en d boli®U vAtha aea.tM uM shall be dsslgnd wd/er YmWibd to wMrmtad Ib,EeEbm and top ehdl Jch rehf«etrg to•eels!rn cpplbd 115e at leov!15 Lroe mere em tb,uaht d tb water dlsp!oeed, 1.Y7rm Ygkfy ma,`ebe ae eparovad to w btalbd Y1 a 1 C,.r:,."i-•,r.:-^.•,;:^••'r':t- _.::1,1-,M:::.T'u.-t t'.'•_1 Vtl-]O-or H-]o lom6n m ae.lcy,otem tr�AA9NrO. f«w d 500 pwndv per mquae rod(per). ho b»ymcy molculatkm ehon w dor wvig Ncjnat I'Mpammo,tho mmlblo ahau w mmvjlee eo be ;. -,,•. e,pecbdkecorded geuTd.abr elevatbn wnh tb tak erryty.Soil tra4a be«Yig to meet tb req�Ymrenb d AASHTO x-30« D r,C ^^,rte-,cr!-,_•-_'.:.. -C.�-r ,..-'cn'1i 7I:' 1 5.5eptb taN1 SMA b%, rtk)d and-11-ted d samd and 5.Precast aanereb secebm s 1 I.e sealed Mtn aro n)w.h"1 tap d the eo+k(e)•Mn rot w cwmld«ed/Jen mtorm'u+bg NS]O IoadYg. �( ^':- C_:I:,i�c, I du-abb malerbis the«o rot eubJmet a exmemve mrrcebn a rubber pnt•aslant whlrh cmlorne to ASTM 0490. Sa arcant of anNerblg a wim!wekAd raquYotl. 5 �N M. O - 1,a_I":ss_•��CAL-r. b.NI tort mmt w wa•ertkjrt'B.o mmthotle d enarY 3 ta•b am Nall e.hMlet MInvmee ret leevbavdamtlan aa:llewanplM mafbdid 0.1 Aamt 4'9«wM (J) fiet Q�.V ' RA tlMded firm Wm cmnQarmente wW a trorovene wall.Tb IYyt tlb4YvNm bases. r r [ (t A wolertkfm W it w e15nr voalnm tes•.hg«water preaewo tmtmg aorryatmant.Han bm a Aqud valaro of 50-'!9%or B:e regwed Ibvd I.WGali eeptic[�accordhg a rm,Nfacturm a recammerdataro Mille 0 I lI�=O Z1 -�„t�}q.y t•'V metMb m rolk«s, Sme aC total sjetam uQmlt� caMornYa MN biem eted«a.NI y,plvabb recmmnenmtlrnv 9 So9alrg mm0 2 vF have an Wbe d'aneter d]foal« * r P'_dj r1,e moWoettvm•bIl w hPlmronted. a b[de sea d]lad by 3 fool. T.Yauvn tmtYg,Beal lM amply!«k ad appy a vacwm a Tam(4) 5.NI caner pp'pe•wroll penetrate the vertical•IGewall d Ye fork ad rrieertOaml)d merely.The lark ro oppreved'A 90%d loom b Nall w•eabd Ah gat«other memm m e a fM 3.The•epee tmk Nall w Y.a1bd d bvel n all tlkectb,s(wM m 10. ww«p'pe penetredmn h 4e emtpfhg b doll w 9j. 037405�Q held fa Go mbtRee. DepabrotN such as natertlgh!sea lee rlaxNle Jotrd arG tM PAe rmwlmrn tobrmee In dry drectbn d r/erre gv«tm ImJJ on a mo-bnm ^aler.'lid,t. (^` 5aeket emanea a me ppe wAn•tamlem alae!.eremrmle uam,(v) 5-�>�ora d praporty bvelea ad monpaceed sad rtrem Aram Qp NE`N roc pea garo SITE PLAN HATCH KEY: SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 IS PROP05ED BUILDING ADDITION Q 0) �lS SUBJECT TO VERIFICATION BY A LICENSED W Z O SURVEYOR. THE INFORMATION ® PROPOSED ACCESSORY STRUCTURE R ' ' REPRESENTED ON THI5 SITE PLAN IS TO THE y x, ARCHITECT'S BEST OF KNOWLEDGE. J H PROPOSED 2ND STORY LTJ 2. SURVEY INFORMATION WAS OBTAINED Q Lu >; FROM A SURVEY DATED NOVEMBER 8, 2021 � Z AND PREPARED BY: O Z J AERIAL LAND SURVEYING -� J 53 PRO55T DRIVE Il- Lf) Y SHIRLEY, N.Y. 1196-f ., r O O T: (83�) lb-7-8393 O O Ln - r ti Q J 00 y 1 Z 0) tO ` « Q Z rI . w- J N LL Lo r- LA uj cr uj 109.6' (DEED) _ N4'i°4"I'50"E _ 10"i.9Q' (ACTUAL)-- LOGATI ON MAF a p Q I , - ' SCALE: NTS Al �O ' I� o I LIMITS OF CLEARING, �A(5E <E� d APPARENT HIGH�_ -. _ _ _ _ GRADING 4 GROUND �---- �-WATER LINE I Q I �- DISTURBANCE - - - - - E>s 1342' Q i (11/10/2021) �_®Q 1 •QQ PROJECT LOCATION &SCOPE d EXISTING ' ' - INTERIOR RENOVATION TO S I NC LE FAMILY RES I DENGE WOOD SHED REFLAGEMENT OF ALL EXISTINO WINDOWS 4 EXTERIOR DOORS SITE PLAN &ZONING DATA 6.6' TO BE I REMOVED , o o D - REFLAGEMENT OF ALL EXISTING SIDING WOOD DECK - TOP OF � I � i�ROfi�OSED REAR WOOD DECK �-®®� •QQ GENERAL NOTES I EXI5T. OUTDOOR 1 ENERGY TABLE O SHOWER WITHOUT STRUCTURAL DESIGN CHARTS � DRAIN 26.5 �i/ FRO�ECT DATA : I GEHA AREA 1 / I - -(s5' - - - STLK VEL I -QQ�•QQ HOEDOWN, ANCHOR BOLT, KAY I 5.6' STRAPPING, & NAILING DETAILS m 4 I PROJECT / ZONING DATA FASTENING SCHEDULE a 1 ' EXIST. 1.5-STORY WD. FR. i _ 1000-40-01-05 a to DWELLING w/ BASEMENT I , TAX MAP # =Q®� QQ FRAMING GRAPHICS E' (4 BEDROOMS) Z v EXIST. n , ZONING 1715TRIGT R-60 NON-CONFORMING BEAM CONNECTION PATTERNS w '15' FROM TOP OF I �' ( p SLAB m __--___-- lIN6 I F.F. EL. = 46.'12' ' BANK ;TED TO O GARAGE SLAB EL. = 45.3' 1 LOT AREA 1.1 ACRES FIREBLOCKING DETAILS KATER _ A ❑ GofO - I STORY DWELLING #Z13(o7; JUNE 05 1962 100' FROM TOP OF l m CL I it 24'5 I i GofO - DWELLING W/ GARAGE - ® � •®® PROPOSED DEMOLITION PLANS z BANK \ - __ 13.5 NEW _ 1 #Z2151; JULY 08, 1965 v� _ _ \\ 1 243' m / STONE ADDITION z z I / PATIO 21.5' /i Lu FEMA FLOOD ZONE X g m I =IL I I V I I NEW WALKWAY - o J) r m 0 I Q I i I LOCAL rETLANDS DISTRICT NON JURISDICTION = 1 ®� •®® PROPOSED FOUNDATION PLAN Q a N0. r0� � � � �I � - - - - - - - - - - -- - - cu'v x m I a DEC D15-RICT NON-JURISDICTION ----- O� N Ov -- - - -- I K ( I' /I Q / gyp( �p HABITABLE SPACE EXISTING PROPOSED tii 04 K TEST to _ - I ®�.®® PROPOSED FIRST FLOOR PLAN Q N p I HOLE v� O o p I / Q w BASEMENT AREA O S.F. 690 S.F. HAY BALES VOR O I II II d I FIRST FLDOR AREA 1,145 S.F. I,145 S.F. PROJECT: SILT FENCING TO BE i I w INSTALLED DURING O g I In TOTAL B=DROOM COUNT 3 4 -�® I .O® PROPOSED EXTERIOR ELEVATIONS CONSTRUCTION i 1 i I _ _ �n ARKARIS PROPOSED BUILDING SECTION RENOVATION `� �I sem' rR®NT - LIMITS OF CLEARING, I I Y� vl I YARD SETBACK GRADING 4 GROUND -- ' j p'L DISTURBANCE I ��p wl I --- �s LOT COVERAGE =�O .®O DESIGN DETAILS DWV/ WATER SUPPLY RISER 62345 CR 48 EXIST. WOOD I I z ` dl I i GAS RISER GREENPORT, N.Y. 11944 SHED TO BE � , � 01 I � % LOT REMOVED / I 1- I - DESCRIPTION (FOOTPRINT) AREA COVERAGE OF ADJACENT AREA � EXIST. 1.5-STORY ' � �u11 / I DRAWING TITLE: WD. FR. DWELLING I I I TOTAL LOT AREA 46,913.0 S.F. I w/ BASEMENT � Z I \ � ---- i A \ II EX15T. WA R I TOTAL PDJAGENT AREA FROM 35,325.0 S.F. 24.5' 3' W ' �/ GEHA AI;EA STEP AN &ZONING DATA SCOPE SERVICE GE ' Z I EXISTING- I STORY DWELLING 1690.0 S.F. 4.6% PROP05:D WOOD DECK 300.0 S.F. 0.5% TOTAL AREA OF ALL STRUCTURES 1990.0 S.F. 5.6% PAGE: Lu 0)Iw 556°g�2O '- I_ _-�,__ _ **MAXIMUM LOT COVERAGE ALLOWED - 20% W I I - �� _ I EXISTING SLABS ® GRADE 500.0 S.F. 1.4% ,w �,n -____ EXISTING WOOD STEPS 260.0 S.F. O.8% G-001m00 I� � I � 90.0 A) I� o 4 I WATER DATE: 12/22/22 1 OF 9 556°37'20"W-__--�.-._ 90.0' II � bMETER REQUIRED SETBACKS - MAIN BUILDING REQUIRED EXIST. PROPOSED COMPLIES EDGE OF PAVEMENT NORTH ROAD NO RTH R O AD FRONT YARD 50.0' 65.6' 65.6' YES �tiRED q�'C SIDE YARD 20.0 9.3 9.3 NO � �� ' A � FULL 51 TE PLAN PARTIAL SITE PLAN _ - � �0 BOTH SIDE YARD5 40.0 33.6 33.6 NO SCALE: 1" = 40'-0" SCALE: 1" = 15'-0" >'w d O TREAR YARD OP OF BANK FROM '15 O' 25x.7' 253.1' YES N ' I -A "' ALL NON-CONFORMING SETBACKS ARE PRE-EXISTING NON-CONFORMING; NO �` " o+ PROPOSED INCREASE TO NON-CONFORMITIES" 9T�G�� I�I � �� . ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING & STRAPPING DETAILS. 0) '•' SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" Q () - --- NEW PARTIAL HEIGHT0 _ EXISTING TO BE DEMOLISHED WINDOW CHART W m O WOOD FRAME (L.G. STL. _ _ WHEN APPLICABLE) EGRESS Tq EXISTING TO REMAIN CLEAR J F•- ROUGH OPENING WINDOW DIMENSION -r NEW FOUNDATION WALL TAG TYPE MODEL # OPENING TEMPEREDNEN Q W '; 5TL. WHENDAPPLICABLE) ----- - -- - - -- - HEIGHT REO'D:24" l WIDTH�L HEISHT - , WIDTH HEIGHT OPEN REO'D: 5.15.F. O Z NEN I-HR WOOD FRAME RATED G. DTL. ® MIN. (2) 2"x4 STRUCTURAL 1 ( Z POST FOR 4 WALLS A DOUBLE-HUNG TW210210 51-0 � L3-0 � 2-I I J 5,-0 i1E_ J J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL11-- m Y POST FOR b" WALLS), U.O.N. B DOUBLE-HUNG TWI8310 I-10 4-O I-q 4'-0 A m 0) O NEW 2-HR FIRE RATED G PICTURE DHP310310 3'-II WOOD FRAME (L.6. 5TL. `Q WHEN APPLICABLE) - Z '* m D DOUBLE-HUNG TW26310 2'-8 4'-0 21-7 [44'-0 � J _ 0 E �GASEMENT ] CX14 2'-8" 4'-D 2'-7 4'-O" 1.7 S.F. DOOR SCHEDULE PROVIDE CENTER MULLION FOR WINDOW E TO MIMIC DOUBLE-HUNG WINDOW LOOK Z W J DOOR MATERIAL F AWNING AR251 2-8 I-5 --- TAG - ---- - > �' O cn NOTES Y O TAG DESCRIPTION MANUFACTURER p -� N - - �_ -- --- -- Z d iit RATING G DOUBLE-HUNG TW26210 2 8 3 0 2-7 � 3-O WIDTH HEIGHT � ►- d � _-- - ----- ---- O -a vi 45 MIN. RATED f - 5- -- - - --� Q Z SELF-CLOSING H DOUBLE-HUNG TW2 0410 L 3'-O 2'-1I 5'-O �" 5.8 S.F. - -- cl� FIRST FLL LOOR J DOUBLE-HUNG �F TW18210 =r-lo ," 3'-O I'-q 8" 3'-O �" - w L 1 -- - 101 SWING THERMA-TRU 3'-O" b'-8" • • (o K DOUBLE-HUNG TW3046 3'-2 �" 4'-8 3'-1 4'-8 �" 5.8 S.F. [� _ Lo f � MODELr-I J O 1 L 102 SLIDERS (4 PANEL) =:A:N=r,>ER5=E_NII'-cf b'-8" I i� • 068-4 103 SWING JELD-WEN 2'-4" JE: 104 SWING JELD-WEN 2'-O" b'-8" • II -- �I W Illi 105 DOUBLE SWING JELD-WEN 2'-8" 6'-8" F-:-: I 77] - - - F --------_- -- 11 U - - 106 5WINGJELD-WEN 2--6" 6-8" �--- �-' r JL = J 107 5WING JELD-WEN I _ ff 105 SWING JELD-WEN 2'-6" 6'-8" • i -- -- ---- -- -- --- NATURAL LIGHT VENTILATION VENTILATION loci - JELD-WEN 2'-6" b'-8" NATURAL LIGHT � -- - - --- -- SLIDERS � �� 8-O' FLOOR 110 SLIDERS JELD-WEN 4-O 6-8 • - _ AREA 565 S.F. ASA 770 S.F. 95 REQ. S.F. PROV. 3S REO. S.F. PROV. II► SWING JELD-WEN 2'-6" 6'-8" --- � _ - - ---------- - - 6 LIGHT 112 SLIDERS JELD-WEN 4'-O" b'-8" • ' 45.2 S.F. 4.6 S.F. REQ TD E___-1 F -- N REO'D 61.6 S.F. 18.8 S.F. 4 - - - - - - NT 22.6 S.F. 4.0 S.F. VENT _ A-301 p NEW P.T. (2) 2"x10" REQ'D REO,D 30.8 S.F. 11.6 S.F. r - 113 �--6�- ry mQ DROPPED BEAM ARTIFICIAL L16HT ARTIFICIAL LIGHT j f I HABITABLE BASEMENT AREA: 565 50. FT. HABITABLE 5A5EMENT AREA: 770 50. FT. 114 SWING THERMA-TRU 3'-O" 6'-8" • A-- REQUIRED LIGHT: b FOOT CANDLES /50. FT. �(,�UIRED LIGHT: 6 FOOT CANDLES /SQ. FT. - - ---------- - 1 (1) bW LED BULB = 450 LUMENS (1) 6W LED BULB = 450 LUMEN5 GARAGE 115 OVERHEAD q1_01. 7'-O" • - F O I ( I b FT. CANDLES X 565 SQ. FT. = 3 3q0 LUMENS b FT. CANDLES X 710 5Q. FT. = 4,620 LUMENS 3,3g0 LUMENS /450 LUMENS - 1.5 -A II6 SWING THERMA-TRU 2'-8" b'-8" MINIMUM h.5) bW LED LIGHTS REQUIRED MINIMUM (10.3) bW LED LIGHTS REQUIRED L I-I ^ g� NEW P.T. (3) 2"x10' - MINIMUM (8) 6W LOW VOLTAGE LIGHT MINIMUM (11) 6W LOW VOLTAGE LIGHT I" FIXTURES REQUIRED BASEMENT FIXTURES REQUIRED DROPPED BEAM --------------- --- f V NEW EXHAUST FAN SHALL BE INSTALLED NEW EXHAUST FAN SHALL BE INSTALLED 001 I SWING I JELD-WEN 2-8 6-8 I ry O - I WHERE VENTILATION IS NOT MET BY MEANS WHERE VENTILATION 15 NOT MET BY MEAN5 Q OF NATURAL CIRCULATION THROUGH WINDOWS > - • .0 n OF NATURAL CIRCULATION THROUGH WINDOWS 002 SWING JELD-WEN 2'-8" b'-8" • I�� I - Q ® OR DOORS TO OUTDOOR SPACES AS PER OR DOORS TO OUTDOOR SPACES AS PER I u NYS MECH. GODS SECTION 403.3.2.3;INSTALL NYS MECH. CODE SECTION 403.3.2.3; INSTALL a d• w EXIST. REAR AS PER MANU. SPECS AS PER MANU. SPECS Q I 003 SWING JELD-WEN 16-5.. 1 • �� I z O FOUNDATION WALL IIII 8 F 004 II SWING JELD-WEN 2'-0" 6'-8" r -- 005 I-- SWING JELD-WEN 2'-6" - b'-8 • - --_ _.. 12 (2)2"X8" PT HDR 2_0 (2)2"X5" PT HDR 006 SLIDERS JELD-WEN 6'-O" b'-8" • ExIST. o N L � UP • � - ---- -- - - 5M/GO Q 4 m z FOUNDATION PLAN NOTES PROP. N = GL. s z w ONEW TILE FLOOR: NEW LAUNDRY ROOM: �j ar m 1 10 I. NEW WASH /DRY HOOK UP ' A O th I. NEW TILE FINISH (H.O. TO SELECT) UPON O N O 006 2.ONE LAYER THIN5ET(LEVELED PROPERLY) 2.COORDINATE LAUND. ROOM 3 DOOR DIM.'s PROPOSED z V aC W/51ZE OF EQUIP. IS N- BEDROOM PA-501 NEW SUMP PUMP: 3.PROVIDE HOOK UPS AS REQ'S PER MANU. X ® 1'15 S.F. �I NEW 3' FL0 RL Lu d� `H O2 1) PROVIDE NEW SUMP PUMP BY "ZOELLER" OR D IN x K 01 EQUIVALENT. PROVIDE CHECK VALVE. DRYER EXHAUST NOTE: P O• N04 2) INSTALL AS PER MANUFACTURER SPECS. FOR SM/GO W N INSTALLATION BELOW EXISTING SLAB. I. DUCT SHALL TERMINATE TO EXTERIOR 3) CONNECT ALL NEW PIPING TO EXISTING WASTE SYSTEM. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY Oi I Q N OPENINGS 3.DUCT SIZE AS PER MANU. _ ONEW WATER FILTRATION SYSTEM FOR ENTIRE HOME; 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 13 14 EXIST. (3) 2"X10" GIRDER 005 H.O. TO SELECT BRAND; INSTALL AS PER MANUFT. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN PROJECT: SPECS CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO N CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ADD q.5"LVL TO BOTH SIDES ADD q.5" LVL TO BOTH SIDES EGRESS WINDOW WELL: SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO OF EXIST.61RDER WHERE OF EXIST. GIRDER WHERE VAR KARIS c O PROVIDE NEW EGRESS WINDOW WELL 3 COVER$Y EXCEED 5 FEET AND SHALL BE LISTED AND LABELED OST HITS 61RDER FROM ABOVE 001 = POST HITS GIRDER FROM ABOVE = _ "ROCKWELL;ELITE SERIES" bb"W.X60"H. OR EQUIVALENT. IN ACCORDANCE WITH UL 2158EXISTING�A. 6ARAGEA6 TO EXIST. GIR IRDER W/ " LAOS LAO TO EXIST. ORDER W/ " LAGz S O 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D AND ON 12"00 - UP AND ON 12"OG ' RENOVATION INSTALL AS PER MAN. SPECS. SLAB PROP. - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS MECH. GL. q '� RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I IS S.F. WINDOW NOTE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL EXIST. m O 1. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN SCREWS 5EGURITY " MODIFIED CASEMENT,DOUBLEHUNG, OR GLIDING (AS NOTED); 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER PANELS BASEMENTLOCATION TO THE INSTALL AS SEE NOTE #41 IN "OLA55 WINDOWS MAX. LENGTH OF THE DUG.S. FOROT SHALL BE REDUCED 2.5 E Sq0 INTERIOR AND DOORS" ON PAGE G FINISHED/CONDITIONED 003 -002 IF CASEMENT FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° S.F. PROP. O ROPOSED 62345 CR 48 �' ATHROOM WINDOWS - ALL GSMNT WNDWS SHALL HAVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOESEXIST. I SPACE X® ,S S.F. GREENPORT, N.Y. 11944 STRAIGHT ARM HINGE WHEN NOT INCLUDE THE TRANSITION DUCT. ELECTRIC NEW 3" FLOOR 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE PANEL TO DRAIN W 004 ry F TILT WASH DOOR NOTE: REMAIN 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 11 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON IDRAWING�_ TITLE: 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND PLANS BY 'JELD-WEN' (OR EQUAL). 10'-12" �J\ 13'-OY2" II'-6" O O PROPOSED FOUNDATION PLAN WINDOWS (TVP. FOR ALL) U.O.N.;PROVIDE ATA 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON MINIMUM (2) 2"XS" HEADER U.O.N. PLANS BY 'THERMATRU' (OR EQUAL). �R0 EGRESS NOTE: 3.DOOR TYPE TO SELECT IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF S. INSTALL A5 PER MANU SPEC.'s EGRESS SHALL BE FOLLOWED: 6.PROVIDE (2) 2"xELEMENTS AROUND DOORS (TVP8" . FOR ALL) U.O.N.HDR.,U.O.N. 5 EXIST. (3) 2"X10" GIRDER 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING NET CLEAR OPENINO........... 5.1 S.F. VENT •• NET CLEAR HEIGHT............... 24" MINIMUM NEW STONE PATIO d Lj NET CLEAR WIDTH................. 20" MINIMUM 12 SMOKE DETECTOR / GO DETECTOR NOTES: STEPS UPON GLEAN r 10 PAGE: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT COMPACTED FILL O FOUND 8 POSTS FOR WB D. DECK: SMOKE /CARBON MONOXIDE COMBINATION DETECTOR �p PROP. AR WD. P.T. P05T d P. GONG. PIER UPON FOOTING AS PER HARD WIRED TO EACH OTHER w/BATTERY BACKUP. i- i LAUNDRY DECK DETAIL (TYPJ 2.INSTALL ALL AS PER MANU. SPEG.'s d 002 RQOM 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 53 .F. 2 A :102m00 FOR WOOD STAIRS ® GRADE: IN COMPLIANCE WITH LOCAL CODE O 4" THK. P. GONG. PAD 8" WIDE x REQ'O LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) 13 PROVIDE NEW 80 GALLON HOT WATER STORAGE DATE: 12/22/22 6 OF 9 TYPICAL LEDGER BOARD a EXT. DECK: TANK; INSTALL A5 PER MANUFAGT. SPECS a'_o" ,� s'_o„ Ex TING U-TRAP \�) O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS PROVIDE (1) NEW 3 TON HYDRONIG AIR HANDLER: 2 -I 4 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS 14 I. UNIT TO BE SELECTED BY HO _ 3. INSTALL 1" O.C.H. D. 6ALV. JOIST HANGERS BY 51MPSON' (OR 2.PROVIDE TONNAGE FOR BASEMENT "ZONE I" FRD a FIRST OPOSEFOUNDATION PLAN EQUAL) FLOOR 'ZONE 2';UNIT LOCATED IN BASEMENT ��RED AR 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING a I-HR FIRE RATED WD FR INTERIOWALL CONSTRUCTION: 8ci0 S.F. HABITABLE Sf=AGS BENT OVER TOP EDGE OF LEDGER BD. v R 5. SEE NOTED DETAIL IS (CONSTRUCT PER UL DESIGN NO. U505 IN CONFORMANCE w/ SCALE: I/4" = I'-O" �� 4 >� �� n UL 263 STANDARDS) �O TYPICAL BATHROOM NOTE: I. (I) i" DENS GLASS FIRE RATED SHEATHING (BLOCKING O I. WALL BOARD ALL PLYWOOD SEAMS) UPON I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.2N4" STUDS ® 16" O.G. w/SHOE k DBL. TOP PLATE UPON ALL BATHROOMS 3.(1) i" DENS GLASS FIRE RATED SHEATHING 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 4.INSTALL ALL AS PER MANU. SPEG.'s TUB SURROUNDS ATF 0374 'a 3 2. SHOWER FLOORS 5. INSTALL CAVITY d CONTINUOUS INSULATION (WHEN 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON APPLICABLE) AS PER SECTION d ENER6Y TABLE e: 2.2. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT TOWARDS DRAIN) UPON 2.3. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR,WRAP DRAIN 4 ATLEAST 12" UP WALLS y� I ��y� , ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING v I DETAILS. O **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** Q U NEW PARTIAL HEIGHT _ O EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. WINDOW CHART Lu WHEN APPLICABLE) EGRESS Lu c1q EXISTING TO REMAIN CLEAR �-- rl F-------{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ROUGH OPENING - WINDOW DIMENSION OPENING W TAG TYPE MODEL # TEMPERED Q WIDTH REQ'D: 20° W STL. WHEN APPLICABLE) HEIGHT REQ'D:24" - WIDTH --,� HEIGHT WIDTH HEIGHT Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL OPEN REG D: 5.7 S.F. - A DOUBLE-HUNG TW210210 3'-O �" 3'-O �" 2'-II �" 3'-O �" O _ Z WOOD FRAME (L.G. 5TL. © - POST FOR 4 WALLS OUBLE WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo Y „ B D -HUNG TWI8310 I'-10 �" ' 4'-O �" I'-9 �" 4'-O �" POST FOR 6 WALLS), U.O.N. O NEW 2-HR FIRE RATEDLO O O WOOD FRAME (L.G. 5TL. G PICTURE DHP310310 3'-II 4'-O 51-11 ,11, O 4'-O J" [� d. 0 0: WHEN APPLICABLE) ---][_-_ -D IF DOUBLE-HUNG TW26310 2'-8 I- 4'-O �" 2'--i 4'-O �" IL_A Z E GA5EMENT GXI4 2'-8" 4'-O 2'--1 4'-O" L 7.� S.F. IF F- Q �� jr Fr) OOR SCHEDULE * PROVIDE CENTER MULLION FOR WINDOW "E" TO MIMIC DOUBLE-HUNG WINDOW LOOK ZLU -- - -- - _j DOOR MATERIAL F AWNING AR281 2'-8" I'-5 2'--7 I'-5" Q _J00 TAG DESCRIPTION MANUFACTURER D d N RATING NOTES G DOUBLE-HUNG TW26210 2'-8 �" 3'-O J" 2'--1 3'-O J r-I WIDTH HEIGHT p w - ---- - - _-- -_ __ Y eel O L7- X 5ELFI-CLOS NG H DOUBLE)HUNG TW 10410 3'-O �" 5'-O �" 2'-I I 5'-O �" 5.8 S.F. ZQ Z t4 FIRST FLOOR J DOUBLE-HUNG TWI8210 101" 3'-O e" I'-9 LL Lu--- -- l 101 SWING I THERMA-TRU 3'-O" 6'-8" • K DOUBLE-HUNG TNT 046 3'-2 �" 4'-b 3'-I 4'-5 5.8 S.F. [� N _ LSO I - -- r-I O 102 SLIDERS (4 PANEL) ANDERSEN II'-9A MODEL _ #17WGI2068-4 103 SWING JELD-WEN �F 2'-4" b'-8" • - �- - - 104 SWING JELD-WEN 2'-0" b'-8" - Lu 105 C DOUBLE SWING I JELD-WEN 2 6 '-8" '-8" ! • U 106 SWING JELD-WEN 2'-6" 6'-8" - • 10-T SWING --JELD-WEN 2'-4" b'-8" I Ii 0 J Q Q .,_..� 108 SWING-� -- JELD-WEN 2'-6" b'-8" • - _I - - _- - -- 59'-b" ` 109 IF- SWING � JELD-WEN 110 SLIDERS JELD-WEN 4'-O" 6'-8" - 8'-O" III SWING JELD-WEN 2'-6" b'-8" • IF 112 SLIDERS JELD-WEN 4'-0" 6'-8" • 26-b NEW ON. -113 �5WING JELD-WEN 2'-6" b'-8" I • IIA=1�INATURAL LIGHT NATURAL LIGHT JI � J VENTILATION VENTILATION 114 SWING THERMA-TRU 3'-O' 6-8 • FLOOR 435 S.F. FLOOR 130 S.F. GARAGE AREA AREA 115 9'-O" 7'-O" • OVERHEAD _ O % REG. S.F. PROV. % REG. S.F. PROV. NEN ON. 116 SWING LTHERMA-TRU 2'-8" b'-8" I • il ,' �j REQ p 34.8 S.F. 84.1 S.F. D 10.4 S.F. 23.6 S.F. BASEMENT ��I L ,� II �Qb I'1.4 S.F. 62.4 S.F. VENT 5.2 S.F. I I.8 S.F. - 1 - -- -- - - -- 001 SWING JELD-WEN 2-8" b'-8" • [� �` _ Q 002 SWING JELD-WEN 2'-8" b'-8" T • EXI5TINO a -- JJL - - OUTDOOR 11,x„ 5,-4„ Q 003 SWING JELD-WEN-- 2'-O' b-8'L --1 C_.._--�- -=J- - = I - - ! SHOWER To J _--------------- ---I REMAIN;OPEN TO Q VE 004 SWING JELD-WEN 2'-O" b'-8" • EXIST. P'� 102 H H 11 11 STORAGE Of W L_ �1 005 SWING JELD-WEN 2'-b" b'-8" • Ex ,� a -- - -_ m 006 SLIDERS JELD-WEN b'-O" b'-8" • - - 7'- FIREPLACE TO REMAIN; W EXISTING STONE FIN15H --_----- ---- 4'-5y2' TO BE REMOVED d Z REPLACED _ N II6 GEILIN6 BREAK LINE _ w J FLOOR PLAN NOTES ? EXIST. � � + EXIST. LIVING BEDROOM v v BEDROOM 0 ch NEW WOOD FLOOR: TYPICAL BATHROOM NOTE: = ROOF 128 S.F. z 130 S.F.255 (J Q OI I. EXISTING FINISH FLOOR TO BE REMOVED OS I. WALL BOARD t- `z 2.EXIST. J" PLYWOOD SUBFLOOR BENEATH TO REMAIN; I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN v 6D PROVIDE VAULTED X 0 D i>1 VERIFY INTEGRITY OF EXISTING MEETS MINIMUM ALL BATHROOMS .p 00 CEILING ® KITGHEN,� CONSTRUCTION STANDARDS d PLYWOOD IS IN 600D 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND X= DINING +E LIVING 04 CONDITION;(GLUE d SCREW) SCREW PERIMETER OF TUB SURROUNDS N SHEATHING 4" O.G. b 12" O.G. ® INTERIOR. 2. SHOWER FLOORS ROOM AREAS; 0 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON / v EXIST. 3: 0 0 10'-D" FLAT HEIGHT N 3.NEW 4" PRE-FINISHED WOOD FLOOR (TYPJ ON. z SM/GO • H � 2.2. CONCRETE MUD-5ET(SLOPE I/8" PER FOOT NEW TILE FLOOR: TOWARDS DRAIN) UPON PROVIDE 2OkW ON. (2) O 5 112 5M/CO I10 r "GENERAL" SR. a DBL. (� I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.3. WATER PROOF MEMBRANE TO COVER SHOWER GK) DBL. n POST TO 2.ONE LAYER T1iIN5ET (LEVELED PROPERLY) UPON FLOOR,WRAP DRAIN d ATLEA5T Oil UP WALLS m GENERATOR 114 POST TO PROP. (FILED UNDER 113 HDR. PROP. PROJECT: 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON _ _ 4.EXIST. J" PLYWOOD 5UBFLOOR BENEATH TO REMAIN IF q FIRST FLOOR BATHROOMS: SEPARATE HDR' (2) I.'iSxII.8l5" 2.OE 6-P LAM FLUSH HDR. O G GL. O APPLICATION) S_Q. CE) IN GOOD CONDITION;(GLUE d SCREW);SCREW 1. PROVIDE NEW TOILETS,SINKS,FIXTURES d TILE FINISH zj PERIMETER OF SHEATHING 4" O.G. Q 12" O.G. ® AT EXISTING BATHROOMS D LL ON. 85" _ IS'-I" BEARING WALL ENSURE EXIST. GJ LAP ON WALL -5'-4"-, VARKARIS 2. PROVIDE NEW BATHTUB/SHOWER COMBO AT GUESTRENOVATION INTERIOR. BATHROOM Qr I ~ � NEW ATTIC ACCESS - PULL DOWN STAIR: 3. PROVIDE NEW SHOWER ONLY AT MASTER BATHROOM EXIST. I to M .�� 0� I 3 ATTIC O PLOP. O I. MIN. 350 # CAPACITY GARAGE 3'-I" 4'-b"-�I ry�� IHATCH > SM/CO 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. NEW LAUNDRY CLOSET: 510 S.F. - m IO I. NEW WASH /DRY HOOK UP 22"x3o") PROPOSED � ®� � _ � 105 3.DBL. FRAMING WHEN NEW OPENING 2.COORDINATE LAUND. ROOM d DOOR DIM.'s I KITCHEN Z i m w/SIZE OF EQUIP. > 8'-s" 6'-8" 62345 CR 48 4.INSTALL AS PER MANU. SPEC.'s 3.PROVIDE HOOK UPS AS REG'S PER MANU. 14 0 loo S.F. cV O N 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS � �� oLGREENPORT, N.Y. 11944 103 PROP. lob 108 PROVIDE RADIANT FLOOR HEATING IN KITCHEN d DRYER EXHAUST NOTE: m M - - -- - - - LNDY. O FIRST FLOOR BATHROOMS I. DUCT SHALL TERMINATE TO EXTERIOR O�'ROVIDE o 4 O CEILING BREAK LINE 10 Q• 6A5 ! EXIST. _ GL. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I / I RANGE m EXIST. DINING CL. SM/� O O DRAWING TITLE: DOOR NOTE: OPENINGS `; / 8'-I" ROOM b gF 104 V z O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 3.DUCT SIZE AS PER MANU. 7v I / I - 100 S.F. N Q PROPOSED FIRST FLOOR PLAN PLANS BY 'JELD-WEN' (OR EQUAL). 4.DUCT SHALL BE EQUIPPED w/A BACKORAFT DAMPER I 1 DIN _ :2 X 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN PLANS BY 'THERMATRU' (OR EGUAL). CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 13 W VENT 3.DOOR TYPE TO SELECT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 101 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO / I 5. INSTALL AS PER MANU SPEG.'s EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I / \ IVAN IN ACCORDANCE WITH UL 2158A. A B G B O EXIST. �' v M BEDROOM 6.PROVIDE (2) 2"x8" HDR.,U.O.N. / _ - "I. SEE PAGE G-003 FOR ALL OTHER FRAMING 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID I I -,- 1 O BATHROOM 36�5P. 128 S.F. 12 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS / 115 m m J 40 S41\ F. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O PAGE: NEw STONESMOKE DETECTOR / GO DETECTOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METALPATIO 8 STEPSO �®I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 7 MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ®3m00 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR � � HARD WIRED TO EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE - Q NEw 2.INSTALL ALL A5 PER MANU. 5PEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED H ON -co 101 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES _ NOT INCLUDE THE TRANSITION DUCT. n 6 iv DATE: 12/22/22 7 OF g OWINDOW NOTE: WOOD DECK: I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN II I. PROVIDE FIN15H DECKING BY "TREX" OR EQUIVALENT q'-O" 5'-O" CASEMENT,DOUBLEHUN6,OR GLIDING (AS NOTED); 2. FINISHED DECK HEIGHT < 30",NO HANDRAILS OR D - E INSTALL AS PER MANU. SPEC.'S. FOR GUARDRAILS REQUIRED 2'-2" 2'-4" 5'-7" 8'-3" 5'-I" 8'-2" NATURAL LIGHT l$ SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS VENTILATION AND DOORS" ON PAGE G-002 IF CASEMENT A/G NOTE: 13'-6" 24'-6" 21'-b" FLOOR WINDOWS - ALL GSMNT WNDWS SHALL HAVE 12 1. EXIST. AIR HANDLER TO BE REPLACED AREA 128 S.F. ., STRAIGHT ARM HINGE WHEN 2.EXIST. DUCTWORK TO REMAIN d UPDATED A5 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NECESSARY % REG. S.F. PROV. TILT WASH 3.RE-ROUTE EXTEND COOLANT LINE AS REG'D FROM PROPOSED FIRST RST FLOOR FLAN ,t 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. AIC GOND. REQ D 10.2 S.F. 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND A/C CONDENSER: pgR qtr wINDOwS (TYP. FOR ALL) U.O.N.;PROVIDE ATA VENT MINIMUM (2) 2"X5" HEADER U.O.N. i. REMOVE d REPLACE EXIST. A/C CONDENSER SCALE: 1/4" = 1'- MINIMUM 5.1 S.F. 2. SIZE CONDENSER BASED ON NYS MECH. CODE. I,I45 S.F. HA�BI TABLE Sf= A(f E EGRESS NOTE: 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING IN COMPLIANCE WITH NEW YORK STATE BUILDING OF ENTIRE GU. FT. OF BASEMENT d FIRST FLOOR ~1' CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4. INSTALL CONDENSER ON GONG. PAD Nr EGRESS SHALL BE FOLLOWED: SAS METER: _J y o37 qy NET CLEAR NET CLEAR OPENIN&........... .......... 24" MINIMUM 13 EXIST. GAS METER TO REMAIN �` (�� NEt�`�� NET CLEAR WIDTH................. 20" MINIMUM 14 ELECTRICAL METER: I EXIST. ELECTRIC METER TO REMAIN 0., d) ELEVATION NOTES U Q � TYPICAL SIDING: W 0 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. PROVIDE WHITE VINYL SIDING;H.O. TO VERIFY BEFOtZE W � INSTALLATION Q W �- TYPICAL 5/4"x4" 'AZEK' (OR Ea): � w O2 I. PROVIDE AT ALL wINDOwS/DOORS - _ O (n Z 2. PROVIDE AT ALL FRIEZE BOARDS _ - - 5. PROVIDE AT ALL CORNER BOARDS HOOD DECK: -- ---__ - - -- - Lo OB I. PROVIDE FINISH DEGKIN6 BY "TREX" OR EQUIVALENT - ate-�a�_ c - tea- _ 2. FINISHED DECK HEIGHT< 50", NO HANDRAILS OR ___ ____ __ _ _ _- - -__— _ _--_ m O --- SITE LAYOUT NOTES: SITE PLAN HATCH KEY: j �.. I. THIS 15 AN ARGHITEGT'5 SITE PLAN $ IS ® PROPOSED BUILDING ADDITION r, n Q U SUBJECT TO VERIFICATION BY A LICENSED vv A7 �. ,. Z 0 SURVEYOR. THE INFORMATION ® PROPOSED ACCESSORY STRUCTURE Lu N REPRESENTED ON TH15 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. ® PROPOSED 2ND STORYVVI � [ nc) J �j ri 2. SURVEY INFORMATION WAS OBTAINED Q LL.I � FROM A SURVEY DATED NOVEMBER 8, 2021 � �. Z AND PREPARED BY: AERIAL LAND SURVEYING O Z J 55 PRO55T DRIVE SHIRLEY, N.Y. 11967 , O O T: (855) '787-8593 O O Lo m - YAP }i� 0 cr am r - \' - nn Q LU < r\ FEE: ��PU P1': COMPLY WITH ALL ODES OF00 f�OTIFY BUILDING DEP�,RTI,�Efi�P AT NEW YORK STATE & WN CODES > �' O �" 7�5-1802 SAM TO Pel! FOR TMIA AS REQUIRED AND C JDITIONS OF Z e0-I O . rFOLLOWING INSPECTIONS: J O 1, FOUNDATION - TWO REQUIRED i' O In Y , \ r ' FOR POURED CONCRETE Q Z 4 2. ROUGH - FRAMING & PLUMBING S ' '-� G BOARD N\\ ♦ • R - '" 4 3. INSULATION 0Utr��DT UN TRUSTEES W 4. FINAL - CONSTRUCTION MUST LO m r•I - t BE COMPLETE FOR C.O. -f OLO ALL CONSTRUCTION SHALL MEET I�c , r-1 J O �''tEQULI'R a frEWS OF THEE C00Fa`5'F N'!11%/'t� s YOFK ST PLOT f SPOT F� RETAIN STORM WATER RUE FF PURSUANT TO CHAPTER 2 Del OF THE TOWN CODE. w \ �r I- \ a i OCCUPANCY ORLu PLUMBER CERTIFICATI J v ON LEAD CONTENT BEFO E 109.8' (DEED) z .0 USE IS UNLAWFUL CERTIFICATE OFOCCUPA GY v J 7°47,50"E 10799' (ACTUAL) WITH CERTIFICATE a N4 LOGAT I ON MAI•' .........:....m.m ---i SOLDER USED IN WATE r w I SCALE: NTS OF OCCUPANCY EXCEED 2110 O I% EA to p to i� RO�IE�fi �� E : FADE KED : APPARENT HIC+i__ LIMITS 1-r. WP4TER LIME J GRADINGF GROUND LU �IgN (11/10/202'1) I Q I DISTURBANCE ALL ; t5 , IN , TE Q I p O-QQ I ,QQ PROJECT LOCATION &SCOPE WATER LINE ED 1 1 EXISTING - INTERIOR RENOVATION TO S I NO LE FAMILY RE51 DENGE 01 wooD SHED _ SITE PLAN & ZONING DATA TLING. EFQ �C. EKING TO BE REFLAGEMENT OF ALL EXISTINO NINDOWS � EXTERIOR DOORS y r 1 QN 1 � 8.6' 1 REMOVED - REQ ,4GEMENT OF /ALL EX I ST I NO S I D I NO PROP05ED L 0. i N I WOOD DECK - FROFOSED REAR NOOD DECK INSPECTION F3 QUI ECS �@OO2 ,QQ GENERAL NOTES TOP OF BANK 1 0 1 I I ENERGY TABLE STRUCTURAL DESIGN CHARTS SRO EST DATA : t - o IN GEHA AREA E 6.5' EX ST. GRAVEL I - j,QQ HOLDOWN, ANCHOR BOLT, -------- I I - ALKWAY B10 N' ' d0 r 45.611 STRAPPING, NAI DETAILS ", \a,... end d ctv�r r FASTENING SCHEDULE , \\ \ testi c :;s\�:.\\ � ': .�ems:\....\.::�.\..,�i _ �r • 1 I I I ( TAX MAP # 1000-40-01-05 FRAMING GRAPHICS EXIST. m EXISTING I STORY DWELLING I ZONING DISTRICT R-80 NON-CONFORMING BEAM CONNECTION PATTERNS mus ; "01q c an als 75 FROM TOP OF 1 �' I p SLAB BANK - O N I LOT AREA I.I ACRES I/ _�� I _ � 1 m FIREBLOCKING DETAILS D J .nd as p 100 FROM TOP OF m 245' GofO - 157ORY DWELLING #Z1567; JUNE 05, 1962 ,�- I I ,�© PROPOSED DEMOLITION PLANS all S ne y .Od \ BANK 1 _ - i I I 243' 13.5' rcj I OofO - DNELLING W/ GARAGE #Z2181; JULY 08, 1965 ADDI---� " r z z _ 21.5' q 3 FEMA FLOOD ZONE X ! I I ' LOCAL WETLANDS DISTRICT NON-JURISDICTION - 102 .00 PROPOSED FOUNDATION PLAN 0 1 LnXI NIL d O I 1 �I DEC, V15TRICT PENDING ui N� p A i77777,777-7,7`777 I K � I I � I � \\ \\\\\\\\\ _ PROPOSED FIRST F UA HABITABLE SPACE EXISTING PROPOSED I O�.®O FLOOR PLAN a W p BASEMENT AREA 0 S.F. 950 S.F. I � HAY BALES $/OR ( I 0 I I } FIRST FLOOR AREA 1,145 S.F. 1,145 S.F. PROJECT: SILT FENCING TO BE K 1 INSTALLED DURING 1 =TOTALBEDROOM COUNT 5 3 -�O I .00 PROPOSED EXTERIOR ELEVATIONS `� I PROPOSED BUILDING SECTION VARKARIS CONSTRUCTION � 1 I \ - -___ _ ' RENOVATION LIMITS OF CLEARING, I I I \ \ SETBACK GRADING 4 GROUND 111 DISTURBANCE 7 \: \.>,: \ 1, Iff . \.:. �\\ \,: \\ �\ - DESIGN DETAILS :...,.. \\ \ SOI EXIST. WOOD I � I � -' DWV/ WATER SUPPLY RISER 62345 CR 48 SHED TO BE 1 I , 90 LOT GAS RISER REMOVED I I I I DESCRIPTION (FOOTPRINT) AREA COVERAGE OF GREENPORT, N.Y. 11944 1 , ADJACENT AREA EXIST. I I x DRAWING TITLE: STORY TOTAL LOT AREA 48,915.0 S.F. FRAME NOUS ' I I tu TOTAL ADJACENT AREA FROM PROJECT LOCATION & SCOPE 1 I 1 CF-HA AREA 55,525.0 S.F. 24.5' I 3' SITE PLAN & ZONING DATA ' } ' EXISTING I STORY DWELLING 1,690.0 S.F. 4.890 PROPOSED WOOD DECK 500.0 S.F. Ob% 1 a I ( , TOTAL AREA OF ALL STRUCTURES 1990.0 S.F. 5.690 _ PAGE: -J "MAXIMUM LOT COVERAGE ALLOWED - 20% � I 556°37'20"W -- -�- � � _ I EXISTING 5LA55 ® GRADE 500.0 S.F. 1.4% Lu 1 v i EXISTING WOOD STEPS 280.0 S.F. 0.95% G-00loOO u, ° zi 1 � � I' I m 03/21/22 1 OF 9 0 DATE: ° ---J .r 3 \ \... ,: W R \ �\ \� REQUIRED EXIST. PROPOSED COMPLIES EDGE OF PAVEMENT y� NORTH R O f� D NORTH R O A D FRONT YARD 50.0' 85.8' 85.8' YES I=ULL SITE PLA PARTIAL SITF- PLAN SIDE YARD 20.0' 9.5' 9.5' NO SCALE: I" = 40'-O" SCALE: I" = 15'-O" BOTH SIDE YARDS 40.0' 55.8' 55.8' NO Q REAR YARD FROM TOP OF BANK 75.0 259.7 255.1 YES APR 1 12022 `�� `�,4 ** ALL NON-CONFORMING SETBACKS ARE PRE-EXISTING NON-CONFORMING; NO D9�. 74 „�tJ PROPOSED INCREASE TO NON-CONFORMITIES" BUILDING DEPT. OF NS. TOWN OF SOUTHOLO NOTES I$ 5FE01F I OATI ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I ATI ONS d m IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 575) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q U TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. of ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK SEIN6 PERFORMED AND SHALL COORDINATE THE BD. BOARD 11 INSUL. INSULATION F_ a) PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF a Z O SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2, ALL LUMBER IN CRAWL SPACES TO BE I5" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR LLJ 5" MIN. FOUNDATION EXPOSURE. ACENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W = N GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E BLDG. BUILDING �K KIPS (1000 LBS) -i W T'I GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb",UNLE55 (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 5. 501L TO HAVE MIN. BEARING GAPAGITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPE,.'s MANUFACTURER'S SPEGIFIGATIONS �; APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN.OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM ; � Z 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN& Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL 5OLID-5AWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL -j _ PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. J_ J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM F- LO Y FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. GH I.B. UNTIL 151 TIER OF FRAMING IS IN PLACE. n" m 0 RULES SPECIFIED IN I.I THROUGH 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 � NORTH AMERICAN VERTICAL DATUM OF 1x88 0 p 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 0- to m OF THE ONNER/BUILDER COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED >' I 1* m 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED WIZ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOVT. CONTINUOUS O.G. _-� ON CENTER SHALL BE CLARIFIED WITH THE ARGHITEGT/ENCINEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERSE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE Z t 6 WITH THE WORK. DBL. DOUBLE OCG. OCCUPANCY m 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. I- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE F.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qQ. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARGHITEGT/EN&INEER. DAYS OF 4,000 P.S.I., U.O.N. J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE = � 00 -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTG A I a0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH > d' O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z 0) CD FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN , T-1rq 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD �< TA C) WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 Z >- d' Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. II PRESSURE TREATED Q Z r-1 II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15T5, THI5 (1) WALL TIE PER (3) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED LL J CV DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, x Cfl APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI RISER Li'l � LvI r) II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA f` Ln AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR 1 RM. 11ROOM 0 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE R.R. � ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF 11 14. PROVIDE X CR055 5RAGIN6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITEGT/ENCINEER. NO FAR FLOOR AREA RATIO BTL. STEEL ll SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT LiJ 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY cr 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I-' RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLAS5 AND LEAVE WORK i6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 0 NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV• FIRST FLOOR ELEVATION 11 TEMP 0L � TEMPERED GLASS W BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DEVON DRAWIN65, WHERE EVER APPLICABLE. E- 1.1. PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK 0 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA V J 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 6" ON EACH 51DE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. Q - GENERALLY, SEPARATE DOUBLE JOIST THE THIGKN>=55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM 03'7 SPECIFICATION FOR GYPSUM LATH, OR ASTM 0101 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-ONTRACTTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TVP. TYPICAL s, �N- _ A5 PER PAGE 6-003. I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 5" \: I'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, „ „ MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: ` METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN6 UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD I THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, - ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARGHITEOVENGINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM15SION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR -- - - ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. HNGR HANGER ZR - l ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EI TH�fER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN I.clE MICROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ¢ G /� /� G A LI SURE THEY ARE IN ACCORDANCE WITH THE DRAWINRO SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLIICABLEOR NOOD-BASED CODE EVALUATION REPORTS.STRUCTURAL- USE PANELS OR 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. INSULATION 4 FENESTRATION REOU I REMENTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND SPECIFICATIONS OF THE NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARGHITEGT/EN6INEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANYPROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 6YP5UM WALL BOARD COMPONENT COMPLIES 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT VALUE CITATION (PER 2020 NYSECGG) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE COMPOUND METHOD. _ PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIQ4.1 CELLULOSIC 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLESS FENESTRATION U-VALUE AIR LLE KAOE- 0.30 CFM/SF MAX AIR pLEAKA6E - 0.30 CFM/SF YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR OTHERWI5E NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE PER R402.4.3 b TABLE R402.1.4-CLIMATE ZONE 4 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER MEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. DEEMED APPLICABLE. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED5E5. „ [CEILINr-R-VALUE R-4q SPRAY FOAM INSULATION MIN.R-VALUE - 4t: YESSPEGIFIGATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANELSIDING USED IN 3. 5/5 , ONE HOUR RATED, TYPE XGYPSUM BOARD ON CEILING AND WALL5PER TABLE R402.1.2 -CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHE6 IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING EXTERIOR(2"xb")WOOD R-I4 2"SPRAY FOAM INSULATION MIN.R-VALUE - 20(CAVITY) 22. PROVIDE FIREBLOGKIN6 A5 PER NEW YORK AGGESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED PLUS INS BATT INSULATION;TOTAL YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FRAME WALL R-VALUE R-25 INSULATION PER TABLE R4o2.'2-CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION CONCRETE PANEL5 OF 5/5" THICKNESS MINIMUM. OF THE HOLE SHALL NOT BE OL05ER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. EXTERIOR(2"X4'7 WOOD MIN.R-VALUE - 20(CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FRAME WALL R-VALUE [R-2 I 3"SPRAY FOAM INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IgQO (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BASEMENT WALL R-VALUE R-15 BATT INSULATION• INTERIOR MIN.R- UE - 13(CAVITY)AT INTERIOR OF WALL GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, PER TABLE R402.12-CLIMATE ZONE 4,NOTE(c) YE5 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). ALL OPENINGS. FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = 14 z STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 11 PER TABLE R402.12-CLIMATE ZONE 4 YES w NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5GHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ 6. FASTEN GYPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PACE 6-003. 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). ASME 515.2.I SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE WITH THE 2020 NY5 ENERGY CON5ERVATION CON5TRUCTION CODE U51N6 CHAPTER 4[RE]. U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES ELE07RICAL: CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER A550CIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM (AF4PA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TO 2011 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE &OVERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/ (2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ci.i PLUMBING GORE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COMPLETION OF WORK. Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P05TING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (0 MIN. I6" &ACE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, o MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: TABLE R501 .7 HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY - GENERALLY,VERIFY OR PROVIDE HARD WIRED CLIMATIC 4 OEOORAPHIG DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 A5 SET FORTH IN THE MANUFACTURER'S SMOKE DETECTORS w/BATTERY BACK-UP 1N: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. CONSTRUCTION CODE. U.O.N. WITH TOP GAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG A. EACH SLEEPING ROOM GROUND SNOW LOAD 25 LB5 w/6" RISE 4 w/ (2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE VARKARIS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. DEFLECTION SET 6' DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. B. OUTSIDE OF EACH SEPARATE SLEEPING 5TR GTUR MEMBER BASIC WIND SPEED 130 MIPH ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL GENERAL WIND PROTECTION CONNECTION NOTES: AREA IN THE IMMEDIATE VICINITY OF RENOVATION 2.2.6" PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES CONSTRUCTION;55TD 10-�iq AND 2015 SSG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE THE BEDROOMS (GENERALLY THE HALLWAY) RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B GORE EVALUATION REPORTS CONSTRUCTION GLASS WINDOWS AND DOORS MANUFACTURERS ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE G. EVERY LEVEL OF DI�'.'.'.LLIN6 L/150 , I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATON WALLS, 'S . W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.-1. SCREWS: 50REW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 INTERIOR WALL5 4 PARTITIONS H/150 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER WOODSGREWS (INCH SERIES). WEATHERING SEVERE 62345 CR 48 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT CLEARANCES ARE PROVIDED. - INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL FLOORS 4 PLASTERED CEILINGS 1-/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. ALL SLIDING GLASS DOORS, SKYLIOHT5, AND ANY GLASS UNIT INSTALLED MECHANICAL, FUEL OAS: FR05T LINE DEPTH 3'-p" GREENPORT, N.Y. 11944 WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE ALL OTHER STRUCTURAL MEMBERS 1-/240 DIRECTLY TO THE 3. METAL PLATES, CONNECTOR OR RS,RSSUBJECT, SCREWS, BOLTS AND NAILS EXPOSED UNLE55 OTHERWISE NOTED. MEGHANIGAL CONNECTIONS: TERMITE MODERATE TO HEAVY AREAS SHASHALLS BE STAINLES TEELOR HOT D PPED GA CORROSIONAN ZEDCOASTAL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WI ITH NYS MECHANICAL GORE AND, FUEL GAS GORE DRAWING TITLE: . ALL MEGHANIGAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES MANUFACTURER'S SPECIFICATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL PLUMBING EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1-/240 SHEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ENERGY CONSERVATION CONSTRUCTION GORE. BY "SIMPSON" MANUFACTURER. SY5TEM5 TO NYS PLUMBING CODE AND NY5 DEC REOULATION5. STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 b. PROVIDE FLASHING PANS UNDER ALL 5LIDINC 6LA55 DOORS, WINDOW5, OR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2'x4 LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5TRUOTURAL DE51ON LOAC)S PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8' PER 5. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLAS5 FOOT. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ?. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: USE LIVE LOAD DEAD LOAD G-OO2mOO I6" WITHIN 4' OF EXTERIOR CORNERS. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH - DISH WASHER.........................................2" ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - KITCHEN SINK........................................2" 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY...............................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - SHOWER/TUB..........................................2" OF J' AND 3x3 x�' WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, T VARIATIONS IN CONNECTOR CONFIGURATION 5HALL BE APPROVED BY - TOILET........................................................3" DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ROUGH OPENIN6, U-FACTOR, LIGHT AREA, VENT AREA,AND EORE55 ARCHITECT p - LAUNDRY .................................................2.. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONGRETE/MASONRY REQUIREMENT5. DATE: 03/21/22 2 OF 9 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS - FLOOR DRAIN....................................... . PASSANOER VEHICLE 6ARA(9E5 50 psf AS PER PLAN AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM 3 HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" TEMPERED &LA55. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 p5f 15 psf 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. "1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 20 psf 15 psf MISSILE TEST OF A5TM Ela9b AND ASTM E1556 A5 - - MODIFIED BY 2020 NYS BG DRAIN COOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW �P ( SECTION 301.2.1.2.1. Gpsf �GJ y h1 � GARAGE DOOR &LAZED OPENING PROTECTION SHALL MEET PROTECTION. 'C � THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR INSULATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 p I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED �� ' it ,* ANSI/DASMA 115. WITH BACK FLOW PROTECTION. h� r! C .A 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FOIL FIBERTOLBE PLACED TOA55 BATT LWARD WARM SIDE.ATION BY JOHN ANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf Q ,i z�, 1% A THIGKNE55 OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' 5HALL a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STAIRS 40 psf 15 psf BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 2. PROVIDE 2 R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION HEALTH DEPARTMENT STANDARDS AND REGULATIONS. p p ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY N �-{ � PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED E CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR &UARDRAIL5 AND HANDRAILS 200 psf 15 psf 'A 0 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FOUNDATION WATERPROOFING. TO CONGEALMENT OF PLUMBING. -9�� 4 �O 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 12 OF N CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: psf FOR ATTIC - q" R-30 FOR FLAT CEILINGS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. ON THE BUILDING. NOR ANY POTENTIAL DAMAGE THEREOF. - 5.25 R-300 FOR VAULTED AND CATHEDRAL GEILIN65 - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION "ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS A50E 7-10 (MINIMUM DF-516N LOADS FOR BUILDIN65 AND OTHER STRUCTURES) /� I �! TYi�I GSL N I NC/STRIA I NO RCL) I RMNTS FOR FASTENING SCHEDULE A a 0 I�P� I I�tO/STR NO 1�l I ND®J /D®®RSR UL IT/ SR/ LATERAL NIND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p ~ O (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, Lu Z O NOTATION: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 5.1,P. 1,511) "ALL 5TRAPPING TO BE V4"x 20 GAUGE** -- "SIMP5ON" EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) � � rT-I B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255, P. 211) ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE W G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM, TABLE 5.250,P. 2112; -USE IOd NAILS IF STRAPPING 5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) UJI ALTERNATE AS PER TABLE 5.25D, P. 2115) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE z A D (2018 WFGM,TABLE 5."i,P. 15q) FASTENER SPEC. FASTENER E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) CONNECTION DESCRIPTION p to ( � I AND QUANTITY SPAG I NG J J G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. 1111) \� ROOF 4 CEILING FRAMING � i � � I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d E w O O COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER a LC) 0 FASTENING SCHEDULE E3 .._-"-��"""' AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,#2 a BTR. IN DRY USE =. R.R. SERVICE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS CONNECTION: 2 CEILING J0157 TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) a 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O �ry • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP = A FOR STRAP - 3 8 d COMMON . . HOLES,SET NEN MEMBER. �— NOTATION NAILS ® EA. END OF STRAP. • • A B G D E F 6 • • : • : 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP Q J ROUGH - FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES R?+ 5.SEE SECTION 6 FOR.ANY REGZ'T TO CLINCH THE NAILS(TO J_ 00 ROOF SPANS OF 24' OR GREATER, TI6F+TLY BOND THE END OF THE NAIL TOA 110°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE &RAPHIC BELOW) > O 2'-0" 2 1 1 1 1 1 � USE 4 4 d COMMON NAILS ® Z O (fl EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END J 1-4 SECTION 12.4-PLACEMENT OF NAILS I SPIKES I TABLE 4'-O" 4 I 2 2 2 2 SLOPES OF 5:12 AND GREATER. GR 4-I. Q � RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END * - PROVIDE (2) 2"x10" HDR (MIN) U.O.N. (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) CONNECTION BI 4 E32 N AT RAFTER TO TOP PLATE TO STUD 1 2 5 4 4 4 CONNECTION: W�4LL FR�rMING � Ix ri • I` =) Lf) FOR STRAP - 3 8 d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT 0 J O . . EA. END OF STRAP: ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. 51DE ,f SEE WHEN IN TOWN OF ISLIP OR NAILING 1 • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN ---� �I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. w SIMPSON # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG ED6E5 FOR TOENAILING - 3 8 d COMMON NAILS H USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W CONNECTION �- FOR G.J. TO R.R. - q I6 d COMMON NAILS BOTTOM PLATE TO FLOOR J015T, BAND JOIST, Lu REQUIREMENTS FOR '--- .._. 2-16d COMMON 12 PER FOOT V RAISED C.J.'s (WHEN AT G.J. TO G.J. GONNEGTION: ENDJO15T, or BLOCKING (FACE-NAIL) _ J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW 0 J _ _16_d COMMON NAILS FOR G.J. TO G.J. - a I6 d COMMON INA IL5 FLOOR FRAM I NG Q GONNEGTION GI 4 G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST `" tt BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END _ AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END « TO STUD CONNECTION:Z --�j « BLOCKING TO SILL or • G "-- - TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK GI '== •... , FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST JAI NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-bd COMMON PER J015T �' FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - 2 I6 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 5-16d COMMON PER JOIST 4 --- ------, BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON ' PER FOOT .. ROOF SHEATH I NG STRUCTURAL PANELS: INTERIOR ZONE bd COMMON b" EDGE / 12" FIELD CONNECTION DI D2 SOLID GIN6 PERIMETER EDGE ZONE 3 Sd COMMON 6" EDGE /b" FIELD o A.BAY GABLE ENDWALL RAKE OR RAKE TRU55 N/ bd COMMON 4" O.G. UP TO q" RAKE OVERHANG GE I L I NC SHEATH I NG AT STUD TO FLOOR ASSEMBLY TO SILL PLATES) CONNECTION: C)2 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Q FOR STRAP - 3 8 d COMMON NAILS ® EA. 1 I END OF STRAP (WRAP STRAP UNDER SILL PL) NALL 5HEATHING a FOR EA. PLATE TO STUD ABOVE d OR BELOW - ' '- _2 d COMMON NAILS 6 EDGE / 12 FIELD ---- STRUCTURAL PANELS Sd COMMON ° . ` ° ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS "i" EDGE / 10" FIELD FLOOR CONNECTION N1 # LPT4 SIMPSON (OR -- - STRAP w/(5) Z EQUAL) ® PLATFORM TO SILL PLATES of AI STRAP TONAa EA.ES 2 ST?�ND,4RD/,4LTERN�.TE A.JOIST-IrOR FLOOR SHF-ATH I NCC (SUBFLOOR) ALTERNATE USE SIMPSON k2.5fU U CONNECTION E STRUCTURAL PANELS: ... •---"' I" or LESS: bd COMMON 6" EDGE / 12" FIELD, w ..•--"'"""�� GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. w AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHIN6 NAILING 15 REDUCED. a - PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHIN6 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER ° . SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ° a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: + �� - WHEN WALL 5HEATHIN6 I5 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. FOR STRAP - 3 S d COMMON NAILS ® EA. - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH �( c END OF STRAP (WRAP STRAP UNDER SILL PL) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE VAR f\AR IJ RENOVATION FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. ~•�"'""•-� ° _2_ —1&— d COMMON NAILS 62345 CR 48 GREENPORT, N.Y. 11944 SPLG I NCS OF TOF FLATS DRAWING TITLE: TOP PLATE HOLDOWN, ANCHOR BOLT, LSPLICE ENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B 8 G - FOR WIND - EXPOSURES 540 - ALL OTHER GASES ONE STORY SLAB ON GRADE FASTENING SCHEDULE BUILDING MINIMUM SPLIGE';'ap BUILDING MINIMUM SPLICE1A4 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) _._.. ---- --- PAGE: 12'-0" 21-011/21-61, 12'-O" 5'-0" I6'-0" 5'-O"/5'-q" I6'-O" 4'-0" G-003mOO 20'-0" 41-0"/5'-0" 20'-0" 5'-0" 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" DATE: 03/21/22 3 OF 9 25'-0" 5'-O"/6'-5" 28'-O" T-O" 52'-0" 6'-O"/"1'-6" 52'-0" b'-O" 56'-0" 1'-O"/b'-q" 56'-O" q'-O" I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 1 J 't !R Rn CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 7 y LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-C" V-011/101-all 40-O" 111-011 !• PROVIDE AN EQUIVALENT NUMBER OF NAILS �� Or1� O (C� 2.TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50'-0" 15'-0" IN EXPOSURE B )1 " 5.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL 60-O 12:-Ou/15i-0" 60i-Ou I6:-0u HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; 11 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70-O 141-011 70-O I q-O NOTED MIN.SPLICE LENGTH BY THE FOLLONIN6 FACTOR 9 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): O" SO'-O" 22'-0" q'WALL- 1.125 10'HALL- 125 II'WALL- 1.5'15 TH15 COLUMN w/MULTIPLIER 12'WALL- 1.5 FOR 10'-0" WALL 4.TOP PLATE5 SHALL BE A MINIMUM OF STUD&RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP C IRDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TANDARD5, IT 15 REQ'= FOR FRAMER TO HAVE A I �+—�L/ ( I�vO � � � Y `�� RM I`l�./ Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULEU ASSEMBLY REQUIREMENTS: (FOR ENC I NEERED LUMBER Dc. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) o �_ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 116 W Z O 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION W = N DESCRIPTION TOGETHER SIDE BY 517E ARE CONTINUOUS OVER BLOCK I NO UNDER LOAD BEARI NCC NALL PATTERN THREE OR MORE 5UPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J �- eT-I MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS o 12"O.G. P Q W >_ THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Z STUDUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. STUDS B (3)ROWS IOd NAILS a 12"O.C.ocp. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 (n SUBFLOOR 5UBFLOOR c (2)ROWS V2" a BOLrs• 12"o.c.srAE6ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE °J Z DBL.® ENDS TWO-PIECE PLATE SERVE A5 FIRESTOPPIN6. J_ � SOLE PLATE BUILT UP GIRDER P MAX.32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ~ Ln D (2)Rows 1/2" BOLTS• Ib^O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE � 0 SOLE PLATE E m BOLTS m 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF J015T SERVES AS FIRESTOPPING. 0 O O ROwS I/2" (2) BETWEEN 1/6 EACH PIECE, OTHERS 5TAOISERED WITH A DISTANCE 5 5. FIRESTOPPIN5 SHALL BE 2 INCHES OF WOOD BLOGKIN6 a F (2)ROWS 3-3/b"TRU55LOGK SCREWS 0 12"O.C. 4 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. >_ d' m SGRSVm ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z B (2)ROWS 3-3/b"TRUSSLOGK SCREW5 m Ib"OZ. 51DE w/ IOd NAILS, TWD NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 0 SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS SERVE A5 FIRESTOPPING. H (2)ROWS 3-3/b"TRUS5LOCK SCREWS 0 .2411 o.C. BETWEEN NAILS IN A HORIZONTAL LINE. F" a J015T SCREWED ON(1)SIDE OF MEMBER THREE-PIECE 'f. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND Z J MAXIMUM OFFSET (2)ROWS 5"TRUSSLOGK 5GREw5• 12"O.C. Q J Lu BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WDOD BLOCKING PLACED BETWEEN JOISTS J015T DEPTH, d SCREWED ON BOTH 51DE OF MEMBER P NAILS ON EA. 51DE w/TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. —� 00 MATCHED SIZE OF BLOCKIN6 (2)Rotas 5"TRU55LOOK SCREWS• Ib"o.C. 4 UNDER NON-LOAD BEARIN FIRE5TOPPIN6 AND K 5GREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 > � 0 BLOCKING OTHERS 5TA5GERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES A5 FIRE-STOPPING. Z (4 PARTITIONS ® 32' O.G. STUD L (2)ROWS 5"TRU55LOGK 5GREw5 a 24"O.G. BETWEEN 1/6 r.� SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 32„ BETWEEN NAILS IN A HORIZONTAL LINE. J 'r-1 DOUBLE PLATE Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL rI O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z GE I L I NO BRAG I NO P FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 STRINGER TO SERVE A5 FIRESTOPPIN6. CANTILEVERED FLOOR IN BE M5 a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Q Z rl GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b”OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N 4 CONNECTION PATTERN 'B'WHEN lo' OR LARGER P, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W (D STUD 2.WHEN 5CREWIN&OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO cr rl OFFSET FASTENER5 1/2" FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r- O LO GABLE END FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 SUBFLOOR SOLE PLATE 2"x CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILINGQ LATERAL BRACE® b'O.G. TRUSS BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE J O JOI5T , 2) IOd NAILS TRUSS OR LEFT UNFILLED So THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /�' I �'`� $� j� J� PLATFORM FRAME CONSTRUCTION 5HRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON I `lA I L I I `lO FATTERI `4S FOR 5I E�E LOADED BEAMS (I c . FLUSH I BEAMS) NONCOMBUST15LE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE Lu lo)Bd -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRE5TOPPIN6. NAILS FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING FIRE- STOPPING FIRE- FIRE- FA5TENING RECOMMENDATIONS FOR 51DE-LOADED, 5TOPP1N6 STOPPING SOLE W MULTIPLE-PIECE MEMBERS J015T " 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' = J $LOCKING 2"x4" BLOCK NAILED TO EA.BRACE VERTICAL U J 2 ROWS Ibd 8 ROWS Ibd 2 ROM)U' 2 ROWS)4' 2 ROWS" N/(4) IOd NAILS COMMON COMMON 2%, OLTS.24" BOLTS BOLTS FIRESTOPPIN6 WHEN o 12,O.G. 0 12"OZ. .G.srAGssErtED° 0 12"O.G. a b"O.G. COVERING IS APPLIED TO UNDERSIDE of 20 a.STRAP 3%1 Q STUD 9 GTWO GYPSUM BOARD ROWS 12"O.G. THREE ROWJOIST'SS 12"O.G. � LOCATION I LOCATION 2 LOCATION 3 DOUBLE PLATE • 5d COOLER NAILS a 10" O.C. (10) bd NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION 4 NOTE: ENDWALL STUDS AS NOTED IN NOTES '7 8 8 ° ° ° ° S NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY •DENOTE ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 LOCATION VER STUDS, UNLE55 TOP PLATE 15 4"® EDGE/12"o FIELD FULLY BLOCKED SOLEOF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPING DESIGNED To CARRY THE LOAD SCREWS ft - VW TYPE W OR 5 FIREsr°PPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TAOCERED TWO ROWS b"O.G. THICKNESS WASHERS EXTEND THROUGH THE FULL I CKNESS OF THE MEMBER.USE SHERS UNDER HEAD AND NUT. OO INTERIOR STUD DETAIL OVERLAID ROOF B.5TA66ER EACH ROW of FASTENERS BY 12'. O 2'SPACE ATTACHMENT (9) \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOAD5 ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK \� BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECT MAY BE IONS Y DOUBLED FOR b°O.G.OR TRIPLED k FOR 4"O.G.NAIL SPAGIN6. LOCATION 1 \ \� 5112.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T 2 ROW5 OF 16d COMMON NAILS 02"O.GJ FOR DEPTHS 12"OR LESS FIRESTOPPIN6 4 bd NAILS LOCATION 8 LOCATION q 4a EA.END a R.R. 6.5 ROWS Of Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14",16"4 18". LOCATION 10 FULL WIDTH 2" BLOGKI ZO F- tu GON57RUG7I ON DETAILS I$ N i ND LOAD PATH GONNEGT I ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR SRR EW1N61NSTL. NOT TO SCALE EXIST NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ,CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOGK'N& TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. 11 R.R.AS SHOWN INC STUDS PLAN VIEW NOTE: SIMILAR a SHED' HOOD JO I S WOOD JO ROOF,R.R. IN LINE GRI PPLE STUD Lv BLOCK I NC JOIST HANOE HEADER GENERAL REGU I REMENT5 FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADS � HOOD O I RDER HOOD JOIST JACK STUDS MAIN MEMBER %00_� 300 W JOIST FRAM I NO OVER NOOD ORDER JOIST FRAM I NC FLUSH N17H O 1 RDER/HEADER NPI G AL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X s APPROX. 500 w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, VA R KA R I S I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER,FOR TH15 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD HALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILSBOTTOM PLAT 50770M FLAT 62345 CR 48 IN EA. SIDE WHEN FASTENED TOA 2"xb° TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE GREENPORT, N.Y. 11944 GRIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NC HALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 5LK'6 TO R/L 51DES w/ STRAPPING TO R/L SIDE5) u O w PAGE: TOP PLATE ® o=I N N I ND RESISTANT CONSTRUCT 1 ON GONNEGTORS GHIM. CHASE WALL z Q T_ CONNECTION LOCATION; PART NUMBER: NOTES: —O O ■ O O cj to RI DOE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS �z 4 3 0 Vx Q ® RAFTER-TO-HALL H-7 APPLY TO EACH RAFTER DATE: 03/21/22 ROOF oD_� z 4 OF9 o � RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz REQ'D BLOCKING -'Q PLATE-TO-HALL STUD 0520 ® 011 APPLY TO EACH WALL STUD TO AL16N w/STRAPPING IU ul ® EA. LEVEL THE FIRST ABOFL ®z w K 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or 6520 @ 56" APPLY TO EACH NALL STUD ,��R��A C FLOOR/01-6. ® HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD �� 0% CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD o SHEAR NALL HOLIDDONN ANCHOR SSTB16 APPLY TO EACH SIDENALL END N IST. FLOOR-UNDER-51 LL PLATE 6520 NRAP UNDER DOUBLE SILL PLATE 9T a p*; 0� SIDE V I EN PLAN V I EN I I (USE KITH 5" SQUARE WASHERS) FOF USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. _ FOLLOW MANUFACTURE'S RECOMEN=ED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. (5E I `1E AL I ME30L < 'I : � a ' NEW PARTIAL HEIGHT f- _ EX15TINO TO BE DEMOLISHED WOOD FRAME (L.G. STL. O WHEN APPLICABLE) J N EXISTING TO REMAIN r-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) 0 _ W Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL J Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -_-- ---_- H Lo P05T FOR b" WALLS), U.O.N. it O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. STL. EXIST. d Lo m WHEN APPLICABLE) UP Z 'q m O Z cr W X V I I J 00 I I w ® EXIST. J - I BASEMENTPORTION OFJill Ci - 1,195 S.F. EXISTING WALL TO Z }. 14* 1 BE REMOVED FOR a Z ri NEW EGRE55 J N \ I I I I WINDOW LL W tD EXIST. AIR Ln cr r-I HANDLER TO BE ILo 'ri —B— -0 REMOVED _ _ _ (5) 2"X10" HEADER _ _ _ 0 J` =) O EXIST. HW TANK TO BE VEXISTING SLAB REMOVED W m U W XU III 1 ~ V ivo lu i U J lu � x0 a - (3) 2"X10" HEADER DEMOLITION NOTE: ALL EXISTING WINDOWS TO BE REMOVED AND REPLACED IN KIND EXISTING U-TRAP FROPOSE17) FOUNDATION DEMOLITION PLAN 50ALE: 1/4" = P—O" DEMOLITION NOTE: • ALL EXISTING WINDOW5 8 DOORS TO BE REMOVED AND DEMOLITION NOTE: REPLACED IN KIND;EXIST. HDR5 TO REMAIN; IF WINDOW PROVIDE SHORING AND SUPPORT TO ALL AFFECTED OR DOOR SIZES INCREASE CONTACT ARCHITECT FOR STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT NEW HEADER SIZES. OF ANY DEMOLITION OR CONSTRUCTION. 0 ALL EXISTIN6 SIDING TO BE REMOVED • ALL EXI57IN6 FLOOR FINISHES TO BE REMOVED • EXI5TIN6 DROP CEILING THROUGHOUT TO BE REMOVED • ALL EXISTING ELECTRICAL FIXTURES TO BE REMOVED Z EXIST. w SHED -------- ------------------ ------ 42 S.F. -----425.F. ======= ========-======= _____�___== _____�_____ V ____ 7EX15TIN6 FIREPLACE FINISH w 1 I I TO BE REMOVED Q \ II III I \ II III I II III I u EXIST. LIVING EXIST. III I PROJECT: ROOM BEDROOM 235 S.F. 128 S.F. EXIST. BEDROOM CONCRETE CONCRETE STOOP VAR KAR IS 153 S.F. TO BE REMGVED EST. _ --- -- RENOVATION EXISTING WALLS i TO BE REMOVED DN. (2) 11 I \\ I RSR. I 62345 CR 48 ---- ----------- ---- ----------- �__ - ____ _=== RIT i /'ll GREENPORT, N.Y. 11944 ---- i!_ 1 DN. all I I I III \ / I I -------- I III I ALL EXI5TIN6 KITCHEN I I GL I III \ / I I III I CABINETS, APPLIANCES I I I L.......10 S.F. --J III 1 I II -------J III EXIST. 1 AND FIXTURES TO BE L-------------- -__----_ DRAWING TITLE: 1111 GARAGE REMOVED —L ----- ---- -------� 510 S.F. r--- 1 1 EXIST. I I EXIST. PROPOSED DEMOLITION PLANS 1 1 I 0111 DW � I I GL. I I GL. EXIST. DININGn ---- - --- ---- - ------- ROOM I I I ! I ' EXIST. I I 100 S.F. I��1(�� KITCHEN I I j j "---EXIST. I 100 S.F. I I EXIST.rJ��r Ll u-, PAGE: - ----------J 20 S.F. AIL A-101.000 L0 J ---- I EXIST. \ ------ --;- ------, -- _ / ^ \\ EXIST. --------------- I I 1 BATHROOM I BEDROOM I -5('-5 p / 155 5.F. _J EXIST. -- __=_=_' i ii i DATE: 03/21/22 5 OF 9 BATHROOM \\ 40 S.F. ------------------ II III Ir i II I itlLuIL /ii ir II IL_�,1 R!F-Q qRC�i� V/ < ALL EXI5TING BATHROOM FIXTURES d FINISHES TO & BE REMOVED IN BOTH BATHROOMS FROFOSED FIRST FLOOR DEMOLITION FLAN OFN�� y� 50ALE: 1/4" = 1'-0" �, I �i.r ,� e ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING $ STRAPPING I� T Ivl DETAILS. O **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" Q \ \. \. 01 \ : ... \ \... \ \ \ \ .\ \ \ .\\ \ \\ a .� .\\\\gym `�. \. �. _ - NEW PARTIAL HEIGHT `C ART \ \ \ .a\.. .\ vim. o \\.. ... \...\ \\\. \ 01 \ \ ` "\... \\• EXISTING TO BE DEMOLISHED �. \ \ LLJ C14 \. \\ \� \\..\.-. W WOOD FRAME (L.G. STL. \ ... \\ \ .: \\\ ,:.2 : \ WHEN APPLICABLE) \\` \` EGRESS EXISTING TO REMAIN ....e, : CLEAR F- J -I .: :,, WINDOW DIMENSION W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL TAG TYPE MODEL # \.:, \... OPENING TEMPERED Q W �. \.:.; STL. WHEN APPLICABLE) '\>\\ \\; HEII&HTT REG'D:24" c ;... \.,.. _.°. ryWIDTH HEIGHT . . . F:OPEN REQDZ O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL f \°> ff r'= 1 Z A _]LDOUBLE-HUNG TV-210210 w3 .°\3'-O ,�\ : 2'-11 ® POST FOR 4 WALLS \ J WOOD FRAME (L.G. 5TL. •• F- J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL B DOUBLE-HUNG TW15510 �' Ic ,,; w \4'»Gi I'-q 4'-O �" F�- Ln Y P05T FOR b" WALL5), U.O.N. °' ', w O O IF NEW 2-HR FIRE RATED ,R M "` O G PICTURE DHP3I0310 ` "°'` ' ( ;{'.- ,: 3'-II 11 41_0 II O O WOOD FRAME (L.G. 5TL. a `' Q �- <. \. L77 WHEN APPLICABLE) ,:.. \ D DOUBLE-HUNG TW26310 \.. Ir „ v x 21_� II 4=_O II Z m E CASEMENT GXI4 �..� : � 4'-0" - O 7 �\�\ �\ �fE I II : 8: ::• : , 2--r � -1.-1 \...\ ..o\ \. \ \. �... ..\ \.. \ u n IF \..\ .:..:.. ...,�,,.,<. ,,. \�.•.:\. ,,>\\�: ..�. \. .��\.. �:�.�; �., .\ �\�\ \. ,.\ \\ ...\\ � \,.�; PROVIDE CENTER MULLION FOR WINDOW E TO MIMIC DOUBLE-HUNG WINDOW LOOKLLJ - - --- - ' DOOR MAI:\\\" [0 \ # iE f i II I II J 00 a < ' F AWNING AR281 e 8\\\\ • , :2'--7 I �' . -- O \ ;: FIRE TAG DESCRIPTION MANUFACTURER \{ NOTES " `'" _ Z O Cfl \\ tf)° RATING G DOUBLE-HUNG TW26210 = i '\.j,.; €- "\: 21_'711 31 O �11 \: o", \. WIDTH HEIGHT .,. \\` ... ,.: Y 0 45 MIN. RATED ....„ \ r c; SELF-CLOSING = E \0 1 \ �\` H }; \\ DOUBLE-HUNG TW210410 QZr-I \\ \ \ \• \ \. \ MIMI, \ .\ �. \ �. � ��<• J DOUBLE H N TWI8210 -I©° �, L .. \. �\ \ \ .\ \ \.. \.. SWING THERMA-TRU 3-O 6 8 +r 4\ 3'-2:\ :. \\4`' " ,: 3'-I 4'-8 101 �► K DOUBLE-HUNG TW3046 [� .\ dF ..,. :.:: MODEL 102 SLIDERS 4 PANEL ANDERSEN \ +� #FWG12068-4 rI J O ( ) \ 103 5WING JELD-WEN 2'-4" 6'-8" \ wz LL1 104 SWING JELD-WEN E2'-O" 6'-8" \ `+ `. F__I 05 DOUBLE SWING JELD-WEN \ \\\ '\ c; \J► \ \ :.. 106 SWING JELD-WEN 2'-611 10-7 � 5WING � JELD-WEN 2'-4" b'-8" 108 POCKET DOOR JELD-WEN 2'-6" 6'-8" .s, - IOq 5WING JELD-WEN 2'-611 61_811 NATURAL LIGHT \ VENTILATION 110 SLIDERS JELD-WEN FLOOR -no S.F. -'� AREA III SWING JELD-WEN 2'-6" b'-8" +\ \ - - - . - - `� REQ. S.F. PROV. I ERS JELD-WEN 4'-O" b'-8" \ \ \ - - - - - - - - LIGHT 112 5LD \a` \ \\ \o - - - - N} �Q,D 61.6 S.F. 18.8 S.F. 4 �`- VENT 30.8 S.F. 11.6 S.F. tn A-301 - NEW P.T. (23-:27,107 REQ'D 113 5N IN JELD-WEN 2'-b" 6'-8" \ ��` \ �\ \^\\\ \ (� DROPPED BEAM \ .. \\ Q I ARTIFICIAL LIGHT 114 SWING THERMA-TRU 3'-0" \\\\\\\\\ \ a \\ \\\ ! HABITABLE BASEMENT AREA: -170 SQ. FT. REQUIRED LIGHT= b FOOT CANDLES/SQ. FT. (1) 6W LED BULB = 450 LUMENS GARAGE \ \ \ IIS q-O 7-O mm 6 FT. CANDLES X?70 50. FT. = 4A20 LUMENS OVERHEAD '` \:, ,\\'\'\ \.' 8'-I" 8'-I" 8'-i" 4,620 LUMENS /450 LUMEN5 = 10.3 I I6 SWING THERMA-TRU 2-8 6-8 • \\�\ \ �► �, `\ i I MINIMUM (10.3) 6W LED LIGHTS REQUIRED \` - - - - .\, ..: MINIMUM ... . \\ .......�.. ,....>..... .. .. ... ..,. .......,�....>... >�. .:�. �\ iI 6W OW VO TA \ r .\ \ ( L L 6E LIGHT \. \\ \ \ \ \.. \ \. ..., ...� . ... . ... \ ..... .�\:.. .......... ,.. '� .. NEW P.T 3 2x10 \\\. A N1 � \ .. .\. .. .\ .. ..... . ... . .. .. . .<::.::._,:;,��.; ��. \ FIXTURES REQUIRED \. \\\\. �, \ :.: \.. - I ..�...�••...:. ._ >.. . ....;:... ........ .... ....,�. .� \•.,. . �� .�.. \\ .\�\\ \\\\��.\\�.. _ � DROPPED BEAM 001 SWING JELD-WEN 2'-8" " v NEW EXHAUST FAN SHALL BE INSTALLED N= WHERE VENTILATION 15 NOT MET BY MEANS -\\,-•- \,F "ry OF NATURAL CIRCULATION THROUGH WINDOWS 002 POCKET DOOR JELD-WEN 2'-8" b'-8" `'\\ ;\ '"' '4\\�` OR DOORS TO OUTDOOR SPACES AS PER ` :: _ Q ® 1 NYS MECH. GORE SECTION 403.3.2.3; INSTALL Q EXIST. REAR AS PER MANU. SPECS tu 003 5WING JELD-WEN 2'-O" I u z Q FOUNDATION WALL 8 F F 004 SWING JELD-WEN - _M ... (2)2"XS" PT HDR (2)2"X811 PT HDR 12 EXIST. O UP • O �m 4 - - 5M/CO 1 Q m FOUNDATION PLAN NOTES )ICK: z NEW TILE FLOOR: NEW LAUNDRY ROOM:OI I. NEW TILE FINISH (H.O. TO SELECT) UPON 10I. NEW WASH / DRY HOOK UP 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s ry OU 2.ONE LAYER THINSET (LEVELED PROPERLY) W SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO S PER MANU. 15 x ® A-3ol ONEW SUMP PUMP: NEW 3" FL0 iu 2 1) PROVIDE NEW SUMP PUMP BY "ZOELLER" OR D IN ry K EQUIVALENT. PROVIDE CHECK VALVE. DRYER EXHAUST NOTE: P N 2) INSTALL AS PER MANUFACTURER SPECS. FOR 1. DUCT SHALL TERMINATE TO EXTERIOR INSTALLATION BELOW EXISTING SLAB. w 3) CONNECT ALL NEW PIPING TO EXISTING WASTE SYSTEM. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY I Q OPENINGS p 3.DUCT SIZE AS PER MANU. NEW WATER FILTRATION SYSTEM FOR ENTIRE HOME; 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER = 14 O H.O. TO SELECT BRAND; INSTALL AS PER MANUFT. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN '� 13 I EXIST. (3) 2"XIO" 61RDER PROJECT: SPECS CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ry - -®--e -9 - - -A- - - -�- - -9 - - - + CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ADD c15' LVL TO BOTH 51DF-5 ADD q.5" LVL TO BOTH SIDES EGRESS WINDOW WELL: SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO OF EXIST. GIRDER WHERE OF EXIST. 61RDER WHERE OPROVIDE NEW E6RE5S WINDOW WELL 4 COVER BY EXCEED 8 FEET AND SHALL BE LISTED AND LABELED P05T HITS GIRDER FROM ABOVE O - P05T HITS ORDER FROM ABOVE _ _ VAR KAR IS 11 " 1 IN ACCORDANCE WITH UL 2158A. EXISTING G TO EXIST. GIRDER W/ ' 001 V _ ROCKWELL;ELITE SERIES bb"W.X60'H. OR EQUIVALENT. ' LAC-75 LAG TO EXIST. GIRDER wr " LAGS z 4 RENOVATION INSTALL AS PER MAN. SPECS. 6.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RI61D GARAGE AND ON 12"OG UP AND ON 12"OC _ _ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS SLAB PROP. q [Q `t RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST MECH. GL. _ O WINDOW NOTE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL EXI5T, Imo'SF ! m 5 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN SCREWS SECURITY MODIFIED CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER PANELS BASEMENT - I' INSTALL AS PER MANU. SPEC.'S. FOR LOCATION TO THE WALL OR ROOF TERMINATION. THE -no S.F. PROP. X V II 5U55TITUTIONS, SEE NOTE #q IN "CLASS WINDOWS MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FINISHED/CONDITIONED cv O PROPOSED 62345 CR 48 AND DOORS" ON PAGE 6-002 IF CASEMENT FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° WINDOWS - ALL GSMNT 0-002NNDN5 SHALL HAVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES SPACE z BATHROOM GREENPORT N.Y. 11944 5TRAIOHT ARM HINGE WHEN NOT INCLUDE THE TRANSITION DUCT. ELECTRIC NEW 3" FLOOR 1 x ® ry F 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 003 '15 S.F. PANEL TO DRAIN W/ 004 N TILT WA5H DOOR NOTE: REMAIN TRAP 4'-O" 3'-2" DRAWING TITLE: 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. O II I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 3 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND PLANS BY 'JELD-WEN' (OR EQUAL). WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE ATA 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON MINIMUM (2) 2"X8" HEADER U.O.N. 10-IJ�2 13-Oy2 11-b' O GL. PROPOSED FOUNDATION PLAN PLANS BY THERMATRU (OR EQUAL). EGRESS NOTE: 3.DOOR TYPE TO SELECT IN COMPLIANCE WITH NEW YORK 5TATE BUILDING 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU 5PEC.'s E6RE55 SHALL BE FOLLOWED: 6.PROVIDE (2) 2"x8" HDR., U.O.N. 5 F EXIST. (3) 2"X10" 61RDER '7. SEE PAGE 0-003 FOR ALL OTHER FRAMING a VENT NET CLEAR OPENINO........... 5."1 5.F. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NET CLEAR HEIGHT............... 24" MINIMUM 24-I NET CLEAR WIDTH................. 20" MINIMUM 12 SMOKE DETECTOR / GO DETECTOR NOTES: 10 PAGE: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT _ O FOUND $ POSTS FOR WD. DECK: SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ROP LAUNDRY WD. P.T. P05T $ P. GONG. PIER UPON FOOTING AS PER HARD WIRED TO EACH OTHER w/BATTERY BACKUP. t ROOF :102m00 DECK DETAIL (TYP) 2.INSTALL ALL A5 PER MANU. SPEG.'s Q 002 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5 9 2 IN COMPLIANCE WITH LOCAL CODE FOR WOOD STAIRS ® GRADE: O 4" THK. P. GONG. PAD 8" WIDE x REaV LENGTH UPON b" GRAVEL UNDER 2"x1211 P.T. STAIR STRINGERS MAX. 1611 o.G.,U.O.N. (MIN. 3 5TRINOER5) PROVIDE NEW 80 GALLON HOT WATER STORAGE DATE: 03/21/22 6 OF 9 13 TANK; INSTALL AS PER MANUFACT. SPECS EXISTING U-TRAP TYPICAL LEDGER BOARD ® EXT. DECK: O8 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS PROVIDE (1) NEW 3 TON HYDRONIG AIR HANDLER: 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAO BOLTS 14 I. UNIT TO BE SELECTED BY HO I 616110.0. 2.PROVIDE TONNAGE FOR BASEMENT "ZONE 1" 4 FIRST }PROPOSED FOV I `4�A7I O I `I; PLAN 3. INSTALL H.D. 6ALV. JOIST HANGERS BY SIMPSON (OR FLOOR "ZONE 2';UNIT LOCATED IN BASEMENT EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 I-HR FIRE RATED WD. FR. INTERIOR WALL CONSTRUCTION: �5O S.F. HAE317AE3LE Sfi�AGE) I,2cf� S.F. OROSS AREA SCALE: I/4" = I'-O" �RG`) ,��4, BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL IS (CONSTRUCT PER UL DESIGN NO. U505 IN CONFORMANCE w/ UL 263 STANDARDS) TYPICAL BATHROOM NOTE: I. (1) J" DENS GLA55 FIRE RATED 5HEATHIN6 (BLOCKING ® �� ? , i- C„{ O I. WALL BOARD ALL PLYWOOD SEAMS) UPON Q I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.2"x4" STUDS ® 16" O.G. w/SHOE 4 DBL. TOP PLATE UPON * ° ALL BATHROOMS 3.(1) J" DENS GLASS FIRE RATED SHEATHING ^ , 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 4.INSTALL ALL AS PER MANU. SPEC.'S TUB SURROUNDS •A 2. SHOWER FLOORS 5. INSTALL CAVITY 4 CONTINUOUS INSULATION (WHEN '9j, 0 740 �0 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON APPLICABLE) AS PER SECTION 4 ENERGY TABLEN. QF 2.2. CONCRETE MUD-5ET (SLOPE 1/8 PER FOOT 1 TOWARDS DRAIN) UPON 2.3. WATER PROOF MEMBRANE TO COVER 5HOWER FLOOR,WRAP DRAIN 4 ATLEA5T 12" UP WALLS IL 0N �� ,/ . ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING ERALDETAILS. 67 **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" U \. \ \ \ T A H_IGHT \ - EW PARTIAL \ \ .� � .� _ N �,. I � ' \. \ \. \. \..\\. ... \ \ \ ...\ Z uj EXISTING TO BE DEMOLISHED , �, :� a.\. ,..��\\> ,\\\\. \ ��\ \. �\\\... W --i WOOD FRAME (L.G. STL. \ . ... \ . a,�.a:�; �,.-k.,.......,��.. \\\.. �. �... .. . .:>�... ,a •;� �`.,. - = � ...�_._ \ � .\. �.\\\ �...,::. ::.>... . D 04 WHEN APPLICABLE) v EGRESS e-I EXISTING TO REMAIN \°\ \ WINDOW DIMENSION CLEAR W �---�� NEW FOUNDATION WALL ~° GI? :?; ; OPENING TAG TYPE MODEL # ` TEMPERED Q W >- TEMPERED WOOD FRAME (L.G. \\ , STL. WHEN APPLICABLE) :\ \\ \ WIDTH REQ'D: 20 '.• v \ HEIGHT REQ D:24 WIDTH HEIGHT o\ OPEN REOV: 5.1 S.F. ~ MIN. (2) 2"x4" STRUCTURAL \\ µ° Z NEW I-HR FIRE RATED ® A IFDOUBLE-HUNG TW210210 \\ .,' \\ 3� C7 "' 2'-II " 3'-O " J = POST FOR 4" WALLS _ WOOD FRAME (L.G. STL. F- J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL „ , " . \ H Ln POST FOR 6" WALLS U.O.N. B DOUBLE-HUNG TW18310 I`41 ' " 4 I - 1 i 4-O O O NEW 2-HR FIRE RATED ), \\\ \ WOOD FRAME (L.G. STL. ` \ Q OLo cr G PICTURE DHP310310 ' !1` tE: \\�../:_� � 3'-II 4'-O � O O WHEN APPLICABLE) \;\\\\ T \ , D IFDOUBLE HUNG TW26310 ,: \\ \ .. 4 .,,, 2 1 r 4 O E CASEMENT 6X14 " " \ 0 : -� 4-- 2 7 4 O 77 SF \ \ \\. \. \ 0 v. .. \. \•: \. \. \:: \. \. IF \. \. \,a \ \: \\ \.. \ \..... \.... �\•:... . ... ...... ,.:,,��;... ..��... >_.,. ::• ...��.,....:. -.\:.. ...•.. ... ��\. ..�. ... :.,. . \. .. ��• PROVIDE CENTER MULLION FOR WINDOW E TO MIMIC DOUBLE HUNG WINDOI^I LOOK Q W - 41 \. \\. F \ \\. J_ DOOR \. ? 1 MAL \\: \\ \\.. ii :E 00 \ ;. \ F AWNING AR281 \�� \ \ , \: \ \. .\.: :\: \, arc"` .. >�•F \:. �• :�c •��\ 2 FIRE •�\.:: ''\• .\• O T G DESCRIPTION MANUFACTURER :, ?, ! NOTES - O G DOUBLE-HUNG TW26210 \ , ., S =•' '�0: 2-7 15'-0 A \ .. . RATING �' r-I WIDTH HEIGHT \• •,`,\ \\• 45 MIN. RATED (2) (2) ` ` `\ ` Y O \.. \,, . ..! SE F-GLOSI NG H ;i. \\: 5' 7. ° 2'-I I 5'-0 5.8 S.F. Z \ ;\\,. L DOUBLE-HUNG TW210410 ;,: \\: ' QZr-I ... � .,.:. .�� asp \ \. \ \ \ \ \ \ \\ \ \ \.. \ a \ \ � \ i� \ \ \. \... o. .\.> \. \ \. \ \ \.e \\ \. \ \ , .. �. .. \ \ �. :.,.... .\ J DOUB E HUNG 182 O \ � �..\ � \\.. \. :\\ ti/ th 101 SWING THERMA-TRU 3-O 6-8 \,: \ ► K DOUBLE-HUNG TW3046 S.F. 1` Ln \ MODEL 102 SLIDERS (4 PANEL) ANDERSEN L -8" ,° _ O \ \ i #FNG12o68 4 103 SWING JELD-WEN 2'-4" b'-8" • ,'' ``' ... F77- 104 SWING JELD-WEN F2'-O" b'-8" `" � \ \ \' ;\ a. \� ., lillu IF See i:�°�`i�<a<' \ 105 7F-DOUBLE SWING JELD-WEN 41-011 b-8 \\\ ' 106 SWING JELD-WEN 21-61, (01-all � I i W F- -j 107 SWING JELD-WEN 2'-4" \ p U 109, FPOCKET DOOR JELD-NEN 2'-6" 6'-8" "'++ 117% \„'\ �F IOa SWING JELD-WEN 2'-6" 6'-8" SLIDERSA JELD WE 4-O 6 8 \ . I10 L \ \ 3 O Nam, c III SWING " " \ a JELD-WEN 2-b 6-8 s:\ :: 112 SLIDERS JELD-WEN 4'-0" \\'\ \ \ \ I13 SWING JELD-WEN L2'-b" b'-8" ,• \ NEW DN. .,.-. NATURA -T- •\\\\ \\„ \\ L L I GHT 4 NATURAL LIGHT 4 114 SWING THERMA-TRU IF3'-O" 1 b'-8" .' �� \.°: \ VENTILATION VENTILATION \\ \ \ \\\_\ FLOOR FLOOR ��>��..� \��:<.::. .��. � �� 435 S.F. 130 S.F. GARAGE \\ oo\: \ e. I15 OVERHEAD `I-01, 'T O \ \\O AREA AREA % REQ. S.F. PROV. % REQ. S.F. PROV. 116 SWING THERMA-TRU 2'-8" b'-8" \ ;1 , ~ \\\ �' - Q p 54.8 S.F. &4.15.F. Q p 10.4 S.F. 25.6 5.F. - - �.. � ..� \ \. �. VENT \ \ PENT O \ \.. \... \ `\ \. \ .\ \ .\\ \ S.F. .4 5. 5.2 ..,... ...�... . ... .. \. \� \. .. . ... �. \ t I S.F. �....\ \\\. . .� :....�\\..�� ......��..,\.\.\\.... ......�\. \. � �. .\ \. ��\�.� \\\ <.�:. .�\� �\.. N READ READ �� \\•:. \ �\ \ •moo.v..;,, .a..: \. \�.:�• ��a.. ��\\\: °a. �_;� \.; @,o :� '�.\\\per "\- - - 001 SWING JELD-WEN \ ;� _ 0 (RE _ 002 POCKET DOOR JELD-WEN 2'-8" b'-8" " i `✓ - �� \. EXISTING 003 SWING \\ ""\` \ \ SHOV4EOUTDOOR �\�� SHOWER TO JELD-WEN 2-O b-8 \\'\: ` ; PROVIDE RETRACTABLE ^`.. REMAIN;OPEN TO ,.: ;: EXIST. ABOVE ! AWNING ABOVE H H 004 SWING JELD-WEN 2'-0" 6'-8" ; l02 STORAGE 42 S.F. FIREPLACE TO REMAIN; _ y2, Ft EXISTING STONE FINISH N 4-5 TO BE REMOVED 6 REPLACED u� II6 CEILING BREAK LINE FLOOR PLAN NOTES i EXIST, ? EXIST. 2 w EXIST. LIVING v v BEDROOM 2 BEDROOM NEW WOOD FLOOR: TYPICAL BATHROOM NOTE: _ 2 0OM 128 S.F. z 150 S.F. 0 OI55 I. EXISTING FINISH FLOOR TO BE REMOVED OS I. WALL BOARD `fl 2.EXIST. " PLYWOOD SUBFLOOR BENEATH To REMAIN; I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN U 0 D > VERIFY INTEGRITY OF EXISTING MEETS MINIMUM ALL BATHROOMS - �?- I PROVIDE VAULTED\\ W w CONSTRUCTION STANDARDS B PLYWOOD 15 IN 500D 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWERS AND j 00 CEILING ® KITCHEN, CONDITION;(GLUE d 50REN SCREW PERIMETER OF TUB SURROUNDS DINING � LIVING 1� SHEATHING 4" O.G. 6 12" O.G. ® INTERIOR. >&< 2. SHOWER FLOORS 5 I ROOM AREAS; 5.NEW 4" PRE-FINISHED WOOD FLOOR(TYP) 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON EXIST. ® 10'-O" FLAT HEIGHT SM//00 H E2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT ? j 5 112 O rb� a NEW TILE FLOOR: TOWARDS DRAIN) UPON _ PROVIDE 2okW DN. (2) O I 5M/GO �/ \\ I10 O2 I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER r GENERAL RSR. DBL K ( DBL. " 6ENERATOR 114 I POST TO PROP. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON FLOOR, WRAP DRAIN k ATLEAST 18' UP WALL5 m 113 POST TO HDR. PROP. PROJECT: 5.NEW 4" DUROCK CEMENTBOARD (OR EQUAL) UPON (FILED UNDER - 4.EXIST. J" PLYWOOD SUBFLOOR BENEATH TO REMAIN IF q FIRST FLOOR BATHROOMS: SEPARATE HDR'_ _ I (2) I."ISxll.B'i5" 2.OE 6-P LAM FLUSH HDR. O GL. IOq 1 SP IN GOOD CONDITION;(GLUE SCREW);SCREW O I. PROVIDE NEW TOILETS,SINKS, FIXTURES d TILE FINISH APPLICATION) - - - - III II S.F.S_4„ 11 S.F. E VARKARIS AT EXISTING BATHROOMS • '"`"`"` PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. ® �� f8'-I" BEARING WALL ENSURE EXIST. GJ LAP ON WALL � � � 2. PROVIDE NEW BATHTUB/SHOWER COMBO AT GUEST D IL DN. 8 5 4 RENOVATION INTERIOR. BATHROOM � � ~ � 5. PROVIDE NEW SHOWER ONLY AT MASTER BATHROOM 1 Oi O U - - ONEW ATTIC ACCESS - PULL DONN STAIR: EXIST. in in --p p0 I 3 ATTI( �. ROP. in I. MIN. 350 # CAPACITY GARAGE I 5'-I" 5'-oil x' I HATCH 5M/GO GL. N NEW LAUNDRY CLOSET: iv 105 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 310 S.F. � � I 52 S.F. m 10 I. NEW WASH /DRY HOOK UP I 22"x3o") PROPOSED � � 00 � 2.COORDINATE LAUND. ROOM b DOOR DIM.'s 3.DBL. FRAMING WHEN NEW OPENING w/SIZE OF EQUIP. -- KITCHEN ! y I 11 y 62345 CR 48 4.INSTALL AS PER MANU. 5PEC.'s 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 14 (96 I 100 S.F. iv O GREENPORT N.Y. 11944 PROP. LNDY. lob l08 PROVIDE RADIANT FLOOR HEATING IN KITCHEN 6 DRYER EXHAUST NOTE: _ _ m In l03 FIRST FLOOR BATHROOMS I. DUCT SHALL TERMINATE TO EXTERIOR O I GEILIN6 BREAK LINE GL 10 Q O _ GAS Q EXIST. - 21 S.F. 5M/00 DRAWING TITLE: 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY N / DOOR NOTE: OPENINGS . I I RANGE m EXIST. DINING CL l04 O p O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 5.DUCT SIZE AS PER MANU. n I / \ I I - I 100 S.F. 8 SF ~ G PROPOSED FIRST FLOOR PLAN PLANS BY 'JELD-WEN' (OR EQUAL). 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER - / DW - X 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I / I L.._. , • I r. _ �_ ._ . u1 PENT PLANS BY 'THERMATRU' (OR EQUAL). CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I / I N 101 5.DOOR TYPE TO SELECT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 15 I / I * EJ T• S. INSTALL A5 PER MANU SPEC.'s EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I / 1 O �, U TH M EXIST. 6.PROVIDE (2) 2"x8" HDR.,U.O.N. IN ACCORDANCE WITH UL 2158A. / T A B G B _ EXIST. cV 5 SF BEDROOM 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID I I ,- 0 BATHROOM 128 S.F. 12 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS / 115 \ m m J 40 S.F. � PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST q O SMOKE DETECTOR / CO DETECTOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL - EXIST. DN.I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SCREWS To 8 �® SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER O q a HARD WIRED TO EACH OTHER w/BATTERY BACKUP. LOCATION TO THE WALL OR ROOF TERMINATION. THE MD T 2.INSTALL ALL AS PER MANU. SPEC.'S MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O • 00 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 451 BEND AND 5 FEET FOR EACH q0° 107 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES :D IN COMPLIANCE WITH LOCAL GORE - r G DATE: 03/21/22 7 OF 9 NOT INCLUDE THE TRAN51TION DUCT. OWINDOW NOTE: WOOD DECK: I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN II I. PROVIDE FIN15H DECKING BY "TREX" OR EQUIVALENT CASEMENT,POUBLEHUNG, OR GLIDING (A5 NOTED); 2. FINISHED DECK HEIGHT< 50", NO HANDRAILS OR D E INSTALL AS PER MANU. SPEC.'S. FOR 6UARDRAIL5 REQUIRED 2'-2" -2'-4" V-7" q'-6" q'-5" 8'-5" 5'-I" 8'-2" NATURAL LIGHT l$ SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDO 5 VENTILATION AND DOOR5" ON PAGE 6-002 IF CASEMENT A/C NOTE: 15'-6" 24'-6" 21'-6" FLOOR WINDOWS - ALL GSMNT WNDW5 SHALL HAVE 12 I. EXIST. AIR HANDLER TO BE REPLACED AREA 125 S.F. STRAIGHT ARM HINGE WHEN 2.EXIST. DUCTWORK TO REMAIN 8 UPDATED AS 5q-6 2.IF DOUBLE HUNG - ALL DBL. HUNG NNDW5 TO BE NECESSARYAll % REQ. S.F. PROV. TILT WASH 3.RE-ROUTE d EXTEND COOLANT LINE AS REQ'D FROM FROFOSED F I RS7 FLOOR FLA 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. A/C GOND. LIGHT 10.2 S.F. 19.6 S.F. �'�� A�� 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND A/G CONDENSER: Q D ��5 �� M. WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A I. REMOVE 6 REPLACE EXIST. A/C CONDENSER SCALE: I/4" = I'-Oil 5.1 S.F. q.b S.F. � MINIMUM (2) 2"X8" HEADER U.O.N. 2. SIZE CONDENSER BASED ON NY5 MEGH. CODE. 1,145 S.F. HAE3I7AE3LE SFAC E; 1,&cl0 S.f. OROSS AREA � EGRESS NOTE: 5. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING 2 IN COMPLIANCE WITH NEW YORK STATE BUILDING OF ENTIRE CU. FT. OF BASEMENT 4 FIRST FLOOR CODE, SECTION 8510.2.1;THE FOLLOWING MEANS OF 4. INSTALL CONDENSER ON GONG. PAD EORE55 SHALL BE FOLLOWED: GAS METER: NET CLEAR OPENINO........... 5.7I S.F. 15 EXIST. GAS METER TO REMAIN �T 0 7 yO NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 14 ELECTRICAL METER: OF NF� EXIST. ELECTRIC METER TO REMAIN ELEVATION NOTE5 TYPICAL SIDING: LL Z O O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Lu =) N CONSTRUCTION STANDARDS 2. PROVIDE WHITE VINYL SIDING;H.O. TO VERIFY BEFORE W INSTALLATION Q w TYPICAL 5/4"x4" 'AZEK' (OR EQ): O2 I. PROVIDE AT ALL WINDOWS/DOOR5 Z 2. PROVIDE AT ALL FRIEZE BOARDS Z 5. PROVIDE AT ALL CORNER BOARDS _ J _ I— J WOOD DECK: O I. PROVIDE FIN15H DECKING BY "TREX" OR EQUIVALENT _ _ 2. FINISHED DECK HEIGHT < 50", NO HANDRAILS OR / O OUARDRAIL5 REQUIRED EXISTING d O ROOF TO Lo W REMAIN [t m _ .._ a�. j O = Q 00 Z � az -H - - - Lo Im a00 ❑ F.F. � � r.q Lo 115 � � � '�•I J O F F 50UTH ELEVATION (FRONT) w 5GALE: 1/4" = I'—O" H W F= U = J U J Q e. P RETRACTABLE AWNING® EXISTING Ell ROOF TO REMAIN ' D 102 REJ F NORTH ELEVATION (REAR) NEST ELEVATION (LEFT S I l )E) 50ALE: 1/4" = I'—O" SCALE: I/4" = I'—O" w 0 >U W w H Q BU I LD I N5 5EGT I ON NOTES OINTERIOR WALL CONSTRUCTION CNP.): PROJ ECT: APPLIES TO ALL HABITABLE SPACES IN BASEMENT $ ADJACENT TO UNHABITABLE SPACES. \/AR�AR Ic V • 2"x4" STUDS ® 16" O.G. W DBL. TOP PL. $ PT SHOE PL. �/ • MIN. R-13 INSULATION RENOVATION • 5/8" GYPSUM BD. WALL FINISH TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHIN5 (BLOCKING ALL PLYWD SEAMS) 4 TJV — 62345 CR 48 • 2"xb" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE • FOR EXISTING 2"Xb" STUD WALL - PROVIDE 2" NEW G.T. AS PER PLAN GREENPORT, N.Y. 11944 SPRAY FOAM (R-14) PLUS R-II BATT INSULATION; RETRACTABLE TOTAL R-25 AWNING • FOR EXISTING 2"X4" STUD WALL PROVIDE 5" SPRAY NEW HDR. AS FOAM (R-21) PER PLAN DRAWING TITLE: • 5/8" 5YP5UM BD. WALL FINISH NEW SIDING NOTE (TYP): PROPOSED EXTERIOR ELEVATIONS O s I. INSTALL NEW WHITE VINYL SIDING PROPOSED BUILDING SECTION 2 "TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PECA, 2 _ 4.PROVIDE ALL NECESSARY TRIM FOR O N PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF w 3 6O O6 FOUNDATION WALL PAGE: OTYPICAL CEILING CONSTRUCTION_ • R.R., G.J., $ G.T. " NOTED ON PLANS (® SPANS �® �■ OVER 8' INSTALLL "X" BRIDGING ® CENTER OF {<MD}.}E1.( LIVING ROOM � SPAN, U.O.N.) 00 • MIN. OF R-411 SPRAY FOAM INSULATION EXIST. F.J. 3 O DATE: 03/21/22 8 OF 9 m� I III III I 117 7II III O K III I�ECGRE55 WELL RE0 ARC,cy I /T d WINDOW ��ti `( M' O <Z-1 BASEMENT L _ _ _ 141 J EAST ELEVATION (fid I O HT 51 DE) 5GALE: 1/4" = 1'—O" SECTION 1 -1/A-201 (P� 5GALE: 1/4" Q U D � 67 J TA H TA a Lu >- � z o � z 5/4"xb" P.T. DECK J J BOARDS � � Y 00 in 0 NOTE: 5/4"xb" P.T. (L :, Lo M FINISHED GRADE ALL DECKING SHALL BE FASTENED DECK BOARDS P.T. DEGK JO15T5 AS CF m /\\jam\j\\jam\jam\jam\�j\ EXTERIOR SHEATHING AS w/COATED DECKING SCREWS BY NOTED ON PLANS (2) 1/2"(P HOT DIPPED 6ALV. z PER SECTION NOTES "DECK MATE" (OR EQUAL) _ 0 BOLTS ® EA. POST w/OVERSIZED SIDING MATERIAL AS 5/4" x REQ'D PPER PLAN tV INTO BEAM, POST, DECK TIE 4 END NUT 4ED = 0 PER SECTION NOTES HEIGHT P.T. RISER � RIM BOARD ASSEMBELY Z � °— —° ° ————— ————— P.T. BEAM AS NOTED Q J \ \ \ \ \ \ BUILDING PAPER b HOUSE WRAP 5/4 xb" P.T. - Z TO FULLY OVERLAP FLASHING = EXIST. STUD WALL DECK BOARDS 7- 00 N- SOLID BLOCK ® 12" O.G. J_ 2"x BLOCKING ® EA. > d' 0 j>/jam/j�/j�/j�/%/j "Z" FLASHING STRINGER TO MATCH SIZE (2DEGKJ015TON DTIE ® (IBOLT"w/OVERSIZED WASHER Z OF P.T. DEGK JOISTS r 5/4"xb" P.T. DECKING IEA. POST d END NUT PRE50RED INTOOc OAP FOR SEGTION/DETAILS) NOSING FASTEN STRINGER TO POST # DEGK JOIST TIE Z � 4 lrrPJ SIMPSON ABA44 DRAINAGE 4" THK. x 8" WIDE x WIDTH FASTENERS IN. 6 ® COLUMN BASE 'ry 4"x4" P.T. P05T m J cV OF STAIR P. GONG. PAD I _ co 2"x12" P.T. STRINGERS ® Ib" 11 OR Ln IIx vi \\ \\ \\ \\ \\ \\ \ //\//\ 2"xb" P.T. BLOCK IN BETWEEN _ O.G. (MIN. 3 STRINGERS ® 12"0 'SONOTUBE' FILLED 11 O Q EA. STAIRWAY) 50LID w/P. GONG. nU EA. STRINGER. FASTENED TO METAL DTT DECK TENSION P. GONG. PAD w/ 19/64" x to (MIN. 4,000 P51) Z JOISTS A5 PER PLAN FASTENED w/(2) 'FLASHING TIE BY '51MP5ON' (OR 5-1/2" CONCRETE SCREWS BY t- } 5/8" cP x 5" LONG HEAVY DUTY GAL. EQUAL) GALIBURN (OR EQUAL) - MIN. o LAG BOLTS ® 16" O.G. INTO MUD SILL 8 COUNTER (5) SCREWS PER BLOCK O" MIN. W EGRESS WINDOW WELL: RIM BD.;WHEN ® FOUND. WALL FASTEN PROVIDE NEW E&RE55 WINDOW WELL 3 COVER BY w/(2) 5/8"0 x 5" LONG APPROVED FLASHING P.T. DEGK JOIST AS PER PLAN GRADE GRADE "ROCKWELL;ELITE SERIES" 66"W.X&0"H. OR EQUIVALENT. MASONRY ANCHORS ® Ib" O.G. INSTALL AS PER MAN SP=-05. o W EXIST. FOUNDATION WALL EORESS Jul I Nr O)CN NELL SEDT I ON rfLEDOER GONNEGT 1 ON 17E7A I L EXTERIOR HOOD STAIR DETAIL 4 EXTERIOR HOOD DEGi< DATA I L � J f�-301.00 50ALE: 1/2" = P-O" A-301.00 5GALE: 1" = 1'-0" A-301.00 5GALE: 3/4" = I'-O° A-301.00 5GALE: 3/4" = I'-O" . H Z w O >>U W Li.i Q O PROJECT: VARKARIS 4" FRE5H AIR VENT RENOVATION LL J I L THROUGH ROOF I R- 5111 ROVIDE "ABESCO FF200 FREXPANNO FOAM" O Q R EUAL) NOTE: i AT ALLDIPENE7RATI�5 NQFIRE V ALL PLUMBING WORK 62345 CR 48 I RATED WALL5 AND < SHALL CONFORM TO U I FLOORS/GEILING5. PRODUCT Q LOCAL PLUMBING CODE k GREENPORT, N.Y. 11944 I CONFORMS TO A5TM E 814, 4 I ASTM E 84, AND UL 14'19 I DRAWING TITLE: FULL _ DESIGN DETAILS KITCHEN LAUNDRY BATHROOM 2" _- _-_ 1 FULL FULL FULL RISER DIAGRAMS CLOSET ----1--'-r- 1-- � BATHROOM p KITCHEN LAUNDRY -- _ � CLOSET BATHROOM ALL PLUMBING WORK BATHROOM EGEND SHALL CONFORM TO I I I 1 LOCAL PLUMBING CODE 1 p 12 2' I j 2"1 I H------1 T R SUPPLY p� p� KITCHEN 5 2"1 1 2 I 1 2 2111 GLEAN OUT � p� I I Q� SUPPLY o 1 1 11 51, I " 1 AS REQ'D !L I 0 1 I I f—.._.._..—{ GOLD WATER PAGE: I i I j EXIST. F.A.I. TO I S Q q4 I I I I�Q4 REMAIN I�� I EXIST. VENT „ I I I 1 I :� z I ;� I Q4 I U I •3 I Q PROVIDE "ABF-500 FP200 FR 14, DW 2.: I I_ 1I1 IU iv =1 IU �I 'KI �:� W.G. I �VI IX W.G. EXPANDING FOAM" (OR EQUAL) RANGE A-301. 00 1 ISHOWER - _ 1 :- v 1 I v WASHER I TUB cVl I� tV 1 I NI = 5HOWER -ry i �ry m N I �N ivl I. m AT ALL PENETRATIONS IN FIRE EXIST. 3 :211 3DW WASHER �I I i I I �I :� TUB RATED WALLS AND m G.O. --; GEILIN6S. PRODUCT REGULATOR 2 : FLOORS/ G.O ---L-- -- -- --1=-----1=------ -' I----� �.._. _ ._. =F, ..__.. I �._. _. _. �.. T-_ T— _ _. L.._. T I_.._.._1._.._.._.._. _..J CONFORMS TO ASTM E 814, 0 6ENER. G.O. 4 _ _ - _ _ A5TM E 84, AND UL 14'79 EX 6A5 CONNECT TO I I I '3 1 $I i j I I SUPPLY DATE: 03/21/22 9 0 F 9 I I I Iv I IU I I I I 1 EXIST. WATER I I N I I cV 1I I� 1 I 1 LAUNDRY - SUPPLY SYSTEMFULL Cp. ROOM BATHROOM ROOM 1 21. L.AUNDRI' I jKI •I MECH. I TO STREET I N I 2111I I I I 1 I I ROOM I ROOM I + WATER MAIN 2"I I 211 1 12 411 z TO 5EPTIC, F NOTE FULL ALL P LUMBING Q �aF-D ARCSYSTEM d 12 I I w BATHROOM IK j I w w FUEL 6A5 WORK 1 Q z� Iv 4 bCh64 Q SHALL LOCAL FORM 5" FLOOR I ISi O FILTRATION e < �� DRAIN w/3" I _ 1. I _ I N1 b4 W.G. SYSTEM FUEL 61A5 CODE k !�f TRAP SHOWER I I I 2 WASHER I SHOWER J211m WASHER FLUME31 NO RI SER - DRAIN / NASTE / VENT FLUM1=31 NO RISER - SUFFL1' OAS RISER - SUFFLNr FOF ti�4�"`r'� 50ALE: NTS SCALE: NTS 5GALE: NTS