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HomeMy WebLinkAbout47368-Z Town of Southold 9/24/2024 a y P.O.Box 1179 H 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45577 Date: 9/24/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8150 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-5-23.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/21/2021 pursuant to which Building Permit No. 47368 dated 1/21/2022 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: single family dwelling with unfinished basement,covered front porch,rear deck, second floor balcony, unfinished attic storage space and attached garage as applied for. The certificate is issued to Frade,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1537 3/30/2024 ELECTRICAL CERTIFICATE NO. 23-85906 12/13/2023 PLUMBERS CERTIFICATION DATED 2/7/2024 ob Graham w v Auth ed nature o�S�FFeI�,� TOWN OF SOUTHOLD All ay BUILDING DEPARTMENT a z. TOWN CLERK'S OFFICE cc oy SOUTHOLD, NY a� 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#: 47368 Date: 1/21/2022 Permission is hereby granted to: Frade, Paul 33 Gallahad Ln Nesconset, NY 11767 To: construct single-family dwelling as applied for er DEC Trustees & SCHD ap provals. At premises located at: 8150 Main Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 87.-5-23.6 Pursuant to application dated 7/21/2021 and approved by the Building Inspector. To expire on 7123/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,869.60 CO-NEW DWELLING $50.00 Total: $1,919.60 spector Certificate of Compliance ........................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. ..... 188 PARK AVENUE BAN AMITYVILLE, NY 11701 .....................................................................P: (631) 598-5610 ............................ �«tr ........................................................................................................ eFi CERTIFIES THAT 710"rvj?"3.� Upon the application of Upon premises owned by Blue Topaz Paul Frade 1536 Railroad Avenue 8150 Main Bayview Road Holbrook, NY 11741 Southold, NY 11971 Located at: 8150 Main Bayview Road, Southold, NY 11971 Application Number#: 23-85906 Certificate#: 23-85906 Electrical License#: 48305 Section: Block: Lot: Building Permit#: 47368 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/Garage/Service Equipment/Air Conditioning Equipment/Generator- ROUGH COMPLETE 11/2/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable . code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 13th day of December 2023 Name QTY ARC-Fault- 15 Amp, 120V 10 Generator-20 KW- 100 Amp, 240 V 1 Transfer Switch - 200 Amp, 240V 1 Dishwasher Circuit-20 Amp, 120V 1 Motion Switch - 15 Amp, 120V 8 Service Feeder-200 Amp, 240V 1 AC Blower- 15 Amp, 220V 2 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano \\�pXWWlllW/////, APPROVEDo jnnun...... This certificate is not valid unless raised seal is present. -Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 568-5610 . ..........................................................................................:................:........:......................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Blue Topaz Paul Frade .1536 Railroad Avenue , 8150 Main Bayview Road Holbrook, NY 11741 'Southold, NY 11971 Located at:,8150 Main Bayview Road,' Southold, NY 11971 Application Number#: 23'85906 Certificate#: 23-85906 Electrical License#: 48305 Section:, Block: Lot: Building Permit#: 47368 Name QTY• AC Condenser_ 30 Amp, 22,0V 2 ARC-Fault-20 Amp, 120V 10 ;,Chandelier Lift 20 Amp, 120V 1 " Combo'Smoke & Carbon Detector- 15 Amp, 120V 3 Dimmer/Switch ' '15 Amp, 120V 10 , 'Duplex-Receptacle 15 Amp, 120V 61 „ Exhaust Fan - 15 Amp,120V- 3 Exhaust Hood -20 Amp, 120V' ; 1- Fixture Outlet- 15 Amp,:120V 18 , Furnace/Motor.(4) Circuit-20 Amp, 120V 1 GFI Receptacle-15 Amp, 120 V 9 Electrical Inspector: Anthony Giordano This certificate is not valid unless raised seal-is present. Certificate,of Compliance ............................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188'PARK AVENUE AMITYVILLE, NY 11701 P:.(631) 598-5610 ....................................................................................."........................"............................................................................................... CERTIFIES THAT Upon the application of : Upon premises.owned by' Blue Topaz -Paul Frade 1536 Railroad Avenue 8150 Main Bayview,Road Holbrook, NY 11741, Southold, NY 11971 Located at: 8150 Main Bayview Road, Southold, NY.11971 Application Number:#:23`85906 Certificate#:23-85906 Electrical License#: 48305 Section: Block: Lot: Building Permit#: 47368 , Name QTY Heat Detector- 15 Amp, 120.V 1 Meter-, 200 Amp, 240V 1 Recessed Fixture- 15 Amp, 120V 58 , Service Disconnect-200 Amp, 240V 1' Switch - 15 Amp, 120V ' 18 Electrical'Inspector'. Anthony Giordano This certificate is not valid unless raised seal,is present. o�oS�FFot,��oG Town Hall Annex �� .y Telephone(631)765-1802 54375 Main Road P.O.Box 1179 co co Southold, NY 11971-0959 4-1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 7J�o Owner: F f adze. (Please print) Plumber: ?obu4 Ctiv� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of 20# :A George Marinos 4Notary Public, State of New York otary Public, �v,C�,�,{� County Reg. No. 01 MA0003730 Qualified in Suffolk County Commission Expires 03/25/2027 1 SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. °`�courm ' 765-1802 = INSPECTIO-N [ FOUNDATION 1ST - [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [CODE VIOLATION [ ] PRE C/O REMA S: _ . O_ b✓ u DATE 3 3 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [�] FOUNDATION 1ST [ ] ROUGH PL13G. ` [ ] FOUNDATION 2ND [" ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 C'� 1Z •vDpr-rX^ G,/< i® 8" 6) 7-14KG fT-Gm S C?F IPEi�o-.t T;tz Z T®ALE i DATE '-(-7 -a.z INSPECTOR kim lh�� SOUTyO�O TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]' ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING = [ -FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fv me f � CpvI{-Ad (1 A lotxA ft DATE INSPECTOR OE SObry�� — (((JJJ # # TOWN OF SOUTHOLD BUILDING DEPT. �ycouto, 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t Llgv 'D ► Ts f D bv4im u," S DATE �S Zf1 ?/ INSPECTOR OF SOUTyo{o TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: DATE 1.0 INSPECTOR f OP SOGTy�� TOWN OF SOUTHOLD BUILDING DEPT. `ycouun��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAUL!gNG [ ] 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: - p � DC/"71< Qpj # on /Jwb9-4, 4'**�Vvl\ DATE INSPECTOR rl�al�z"'o, 61 ho�aOE SOpT�O� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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• nv oAL v- ,Adz RA" PC Oh UIAVP94t, �S L DATE �O`Y INSPECTORA "Vi4ox OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `yIOU 631.765-1802 qi5&5 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Rt, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL ARKS: v.- �vh&�eo�- i(& io S Kv u LIZ DATE INSPECTOR ;t�`W �[S. kil CCil VV.VI1tS Lill I-.►J.�?C�%1d 1151 .1lll%.. .. \\ 1 . 51 Avery Rd; Woodbury NY 11797- = ��ISI� Certified 516-967-6.959 - . ' .IECC/HERS Complianc . Specialist To.Whom it:may concern::, 01/08/2024 I;.AJ Afkham, a certified IECC/HERS Compliance Specialist, Resnet#2946623 and ICC #95.171.46, was hired.as'a third-party verifier to perform a-blower door:test at the.residence.: : ." 8150.Main Bayview-Rd Southold NY for-IECC-2018:Cbde compliance.J-conducted a Multi-Poirit Blower Do test,-and the Blower Door number:is well-.within.the. . :NY-IECC 18:E v . . :28:ACH50). . eases e:th Blower door test:report included with.this.letter: . Don't hesitate"to get in:touch with m with any questions: Specialist, hic. 51.6:-967-6959' . . .. AJ )HERSrating.us Envelope.Leakage. Test Testing.Company:. Technician: . .:Name:. -:Gree.nWorks Energy Specialist Inc. Name: AJ Afkham Address: 51.Avery Rd Credentials: RESNET Certificate.#2946623 Woodbury NY 11797 Email: AJ@HERSrating:us Phone:.516-967-6959 .:HERSrating:us Building,Information: Customer Information: ..:Project ID:: 8150.Main Bayview Rd Southold Name: Address: 8150. Main Bayview Rd Address:. 8150 Main.Bayview Rd. Southold, NY 11971 Southold, NY-11971 Geo-Tag Data: - Latitude: 41-.039518 - : Longitude:-72.419448 Timestamp:2024-01:-25. 1.0:31:32. Measured Leakage: .2:28 ACH50. Leakage Target,* 3:00 ACH50 Compliance-with leakage Target:. Pass Test ID:- Envelope Infiltration Test final Purpose of Test: NY IECC 18-Env. Leakage- Measured CFM50: 1,339:3 (+/-7.2%) Effective Leakage Area:,65.6 ina Building Volume: 35,208.0 fV Enclosure Surface Area: 0'.0 fte Coefficient-(C)- 88.2 (+/-49.4%) Exponent(n): 0.695:(+/- 0.138) Correlation Coefficient: 0.98080 Test Standard:-- ASTM E779 (single mode) Test Mode:.Depressurize Test Characteristics:: Pre:Indoor Tempt,66 OF Post Indoor Temp: 66 OF: Pre Outdoor Temp: 46.OF Post'Outdoor Temp::46 OF Altitude: 15-.0 ft Time Average Period: 30.:seconds Test Date and Time: 2024-01-25 10:40:22 2000: Depressurize 800 400'- m 200:.. _ . 4 5 6- 7 8 910 20 30 40 50 60 70 :Building Pressure(Pa)- Envelope Leakage Test Test Readings: Target(P� Bldg_( 'Ad ldg( a 'Fan (P� Flow cfm ;Confia Baseline -60.0 -59.3 -58.3 -78.1 1,591.5 Ring A =-54.0 =52.9 =51.9 -55:8 --1,350.8. ,Ring A _. =48.2 47.-2 =49:5 :1,274:7 Ring A -42.0 •-40.7 -39.7 :-46.2 11231.9 Ring A: -36.0 -36.1 -35.1 -40.0 1,147.9 "Ring A _30.0. .28:0 -27.0 -29.5 990.3 Ring A: ; .-24.0 . -24.4 723.4 =170.3 773.E : ..Ring B... =18.0 ­19.3 ­18.3 -129.0 674.0 " :;.':Ripg B'. Baseline 1.5, : :Test Equipment: Flow Device: .. Model 3 110V Fan .Pressure Gauge:: .DG1000. . . Serial#: 11964 Calibration Date: 2022-08=03 Deviations from:Standard: ; • :Correlation coefficien#is outside of normally accepted limits. Comments: None ; 'Report by TEC Auto Tesf1.9.1 8 , ©2023 The Energy Conservato Inc.., Page 2 of 2 P . Y O 9Y rY, ��� .�: -ti e: . 1 .-ii .J _, �T .i l� ray �,� ��tr �i .»:f . :� �;�" -���. ..r7 .h .��� 1�ty. ��. • � ..r _ _ ., _ �1� �i_ � - t- _ .':!►. �� . i. �� •�4 ��/t S�• �I�.i .,�µti j�."'��. i i!. �M L �. .i-� .+^ ��r•, ^+ r �,` t ��` wy_. l:.-_ .r ,?.� r.R a �� _ .. i �+: ��- \, r s �� � �n�� .�dt,-.. 'r i' s � •...t ��; - x � l 'l, e ,. +'.y ��Y.� �_, �, �, ,. ✓ '' ; ^��J /' �t i lam, , 1.�, '�` i.� �, .�„ � p i� +1 �'. `�: ��;'�� { ;, t r -, 1't.' _ `� ` ` _ N ar• - Y � �. - F�i SAS , ' ... _ r v. '`�i �1/�`� .. A� !• �l,' �' �il�. _ `fit 1. �f T3� J 'Fir �1 b y %,1 YYY� 'I ��� Y`, �'j �H 1 \ � `y L 1 �� 1 �" � !' IT . ' r � n'• r�r Q 4 y I, . f e r qq f !" 9 .�u • e • IL r 71, • 1 e 1 - I • e ' IMMD s � e / iRill � ,,re LT,mWis e f P,E 10A t sla YI� MIs a �� V�p�.0 �9 [� �' :� ,. 9± L�� � ,� ar' .e'er►i�L!/.�� , - P ��o�e�UFFO(KCOGyQ TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hal I Annex 54375 Main Road P. 0. Box 1179 Southold, N Y-11971:-0959 2 • �o,�y Telephone(631) 765-1802 Fax (631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT M D L3 U= � Far Office Use Only DD . PERMIT NO. � p BuildingInspector' JUL IJ.' 2021 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEFT. applications will not be accepted. Where the Applicant is not the owner,an TOIW41 Or, (TTITO][D Owner's Authorization form(Page 2)shall be completed. Date: ZZQ Z f OWNERS)OF PROPERTY: Name: vL � � SCTM#1000 Project Address: g[50 V I`�O�,r✓ l�f/�. f(�' Phone#: 516 gSZ Email: (NvLO40P411? 4Cof A kmQ•C�L''� Mailing Address: 33 Cbd1Q kad La,ye, ,VA&scouce4 IV,5e. 11yd CONTACT PERSON: Name: Mailing Address: cj .fir CZ9P6� 11'd'7 . Phone#: 5-16 rm-z 4031 Email: (31Of40fQ_,>,2(Q6eKekd 9°CW07 DESIGN PROFESSIONAL INFORMATION: Name: Z 901W Mailing Address: giddeK 6v YlV AA Phone#: CT Email: CONTRACTOR INFORMATION: Name: ry°' " Mailing Address 12� Sl r Uc, � ��d kl)7 AA44 jr 1-1'Y r,J� Phone#: l G '�� ` /Z Email: ©Orf IMO14 h-a)"Rrw4'dN IfJ9ci'raw DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition v❑Alteration ❑Repair ❑Demolition Y ' Estimated Cost of Project: C0ther_J_QLUJ J °l�(VU M ©m Will the lot be re-graded? #<es ❑No Will excess fill be removed from premises? tt�s ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with-respect to this property? ❑Yes 8Vo IF YES, PROVIDE A COPY. heck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issue`s as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): � GF'g ❑Authorized Agent Zk7-W**`ner Signature of Applicant- ®� Date: �/2/1262 STATE OF NEW YORK) S. COUNTY OF 9 4f/l- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above.named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;.and that the work will be performed in the manner set forth in the appli - iun, ' hel"aw+th, JOANN P.MAG% Sworn before me this OTARY PUBLIC,State of New York jy No.5010350 Qualified in Suffolk County r day of 20 Commission€xOres March 29,1023 PROPERTY OWNER.AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith,President �`e�®� s®�/�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®", �® P.O. Box 1179 Eric Sepen sli Southold, New York 11971 Liz Gi Telephone(631) 765-1892 Eliza e les Pr• " tw ® Fax(631) 765-6641 2�2a ,SOARWOF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2144 C Date: May 31, 2024 THIS CERTIFIES that the construction of a proposed two-story 40'x65.2' dwelling,with attached two-car garage; 6'x40' covered porch,and 10'x16.5' proposed deck, installation of gutters to leaders to drMells to contain roof runoff, installation of a public water line; (sanitarsystem 158' from wetland and out of jurisdiction),with a 60' Non-Disturbance Buffer area along the landward edge of the wetlands;with the condition that an Innovative Alternative Wastewater System be installed utilizing the approved plan, At 8150 Main Bayview Road, Southold Suffolk County Tax Map#1000-87-5-23.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 15,2020 pursuant to which Trustees Wetland Permit#9800 Dated January 20,2021,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a proposed two-story :40'x65.2' dwelling with atfached two-car garage;•6'x40' covered porch, and I0'x16.5' proposed deck; installation of gi tters•to leaders io drywells to.contain roof runoff installation of a public water line, (sanitarysystem 158' from wetland and out of jurisdiction);with a 60'Non-Disturbance Buffer area along the landward edge of the wetlands;with the condition that an Innovative Alternative Wastewater System be installed utilizingthe he approved plan. The certificate is issued to PAUL FRADE owner of the aforesaid property. Authorized Signature Glenn Goldsmith,President SO a Town Hall Annex A.Nicholas Krupski,Vice President ,` 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Southold,New York 11971 Michael J.Domino ® Telephone(631) 765-1892 Greg Williams '�� '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 15, 2021 Paul Frade 8150 Main Bayview Road Southold, NY 11971 RE: 8160 MAIN BAYVIEW ROAD, SOUTHOLD SCTM# 1000-87-5-23.6 Dear Mr. Frade: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 15, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9800, as issued on January 20, 2021 from Jack Cipriano to Paul Frade. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at(631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees GG/dd `'BOARD'OF SOUTH'OL-D"TOWN TRUSTEES� ,.,,,. SOUTHOLD, NEW YORKly 1, PERMIT'NO.9800 „ DATE.''JANUARY`20;202f ISSUED' JACK �L -PROPERTY"AD16RESg;:"81,S6,- IA'IN BAY-VIEW ROAD;gdUTHOLD' SCT_M## 1000-87-5-23..6 F - .. AUTHORIZATION r Pursuant to the provisions of Chapter 275 of the.Town"Code:of"the-Towii of'•Soutliold:and in- accordance with the-Resolution of the Board of Trustees adopted at the meeting"held'on January 20,'2021, and' �? FJ;.7.�j4�fs..s .. -. .: ,r`.t i.,•. f;. 4 .. ��.. - ...E:,!}"�:. ••t... ..K ,., � k' L kv in consideration'of"application fee'in thesuii of$ 250bQ paid by Jack•Cipriano-and subject to'tlie;Tercris and Conditions,asz.'stated-'in'lthe'Resolution; the"Southold Town'Board"df;-Tiustees`dUth'ofizes,=and"•pgrmits.the following: : . .- Wetland Permit`fo con"stiuct,a=.proposed.!two-story 40'x65.21-dwelling With-,,attached;two-car;garage; 61x401;covered:porck and.10'x16:5'proposed•deck;.the-installation of gutters;toleaders.to;drywelis t' . contain roof runoff; install a public,water line;.(sanitary,system 158''-from and:out of jurisdiction);with a 60' Non-Disturbance Buffer area along the landward edge of the.wetlands; with the _ condition-that an'Innovative.Alternative,Wastewater System be,installed.utilizing,the approyed plan; , m -and as depicted'on the survey prepared by Kenneth M.Voychak'Land Surveying,PLLC;received on - October 5,2020,and stamped approved on January 20,2021, 1N WITNESS WHEREOF,tFie said Board of Trustees hereby causes"its'Corporate:Seal to-be affxW,and these'- presents-to be subscribed by a majority of the said Board as of the 20th day'of January;'2021:` t` H ., NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: JACK CIPRIANO CIPRIANO PROPERTY 18 HAWTHORNE AVE 8150 MAIN BAYVIEW RD JSCTM 1000-87-5- 23.6 CENTRAL ISLIP,NY 11722 SOUTHOLD,NY 11971 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631)765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.913 NYTM-N: 4546.343 Latitude: 41°02'22.0" Longitude: 72°25'09.9" Project Location: Town of Southold Watercourse- Corey Creek Authorized Activity: Construct a two story single family dwelling with associated 10'x. 16.5'deck, covered porch, (3)sets of steps,attached garage,septic system,(2).drywells,and driveway. All work must be in accordance with plans stamped "NYSDEC Approved"on 1116/2018. DEP-ARNO Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03509/00003 New Permit Effective Date: 11/6/2018. Expiration Date: 11/5/2023 Page 1 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID I-4738-03509 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Ston B ookJ50 Circle Rd Stony Brook, Y 1 790 -3409 Authorized Signature: Date ZO V% Distribution List PATRICIA C MOORE Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee . and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the.form must also be signed and returned,along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Kenneth M. Woychuk, last revised 4/5/2007. Page 2 of 7 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 4. Install,Maintain Erosion Controls Necessary erosion control measures, i.e.,straw bales, silt fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place.before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 5. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 6. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands'or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 7. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. S. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 9. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. lo. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 11.-Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 13. Clean Fill Only All fill shall consist of clean sand,gravel,or soil (not asphalt,slag,flyash,broken concrete or demolition debris). 14. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then-the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. Page 3 of 7 AM .NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03509 16. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year,a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 17. Establish Vegetated Buffer To protect the values of the tidal wetlands,a permanent vegetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 18. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection SUNY @ Stony Brook 50 Circle Road Stony Brook,NY 11790-3409 Attn: Compliance 19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future_operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 20. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,solvents, lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 rt NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 22. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with Us permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions;must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at-least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 5of7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03509 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permitted to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims, suits,actions,and damages,to the extent attributable to the pennittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not hi compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the perimittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 6 of 7 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the pennitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 DWELLINGS EDGE OF WIPUBLIC WATER S.C-T-M-# DIST--IOOO SEC:87 BLK:5 LOT.-23.6 #RI0-05-0198 MAINBAYVIEW ROAD. (w)241*ASPHALT pAyE1W TOM MAINTAINED ............ ...... WATER.III /�P71 EDGE OF PAVEMEff -7 wron 16 Ur 16 IS 4*07' O"E 1 185.00, 61.00' 14 O.7T C21 04 9 b STAKES SET . ! 04-02-06 14 0 101MIN Qx '12 Iola" 5`Wow N TPII C" 'JPdR 59.9, 59.9, 12 7. DWELLINGS W/PUSUC WATER 1501—CONDOMINIUM L L I COMMON AREA LAND NIF OF "THE COVE AT SOUTHOLD- JO Bn LAND NIF SEAWARD STAKES SET OF JANICE HIL E TAKES LrI LMAN SHYLES PROPOSED" C't LIMITS OF C ING 00 f-IRIV Znvz- x ICn CC ELEv.ma SRO 60'NO R BUFFER -'C-- SANDY --R BDUNDA Y FyRN — �—TIL WRIE BROWN 1—\ pr IFIE�11-�-90\ LOAMY SAND -L8, PALE BROWN MEDIUM To COARSE SANG AS DFLNEAIED or U. N CCNSUL VEGETATED TIDAL WETLAND LINE IS JUL• /* 13.,2 5 rL2.2F .—I IIHW 2.5 N64.07'00"W IZ5.00'(DEED)\ 115.00'(ACTUAL) 10'.00 AM DWELLINGS pD IN W/pUBLIC WATER\ CREEK 6 X AND COND7 AP ROVE ASPS tERMS MONS DATE ,for 0 10.K4 1,2L--m Subject Property: Jack Cipriano I Main Boyview Road CONDOMINIUM\ 0 —T wwR h INVERT Southold, NY 11971 COMMON AREA T LAND NIF OF "THE COVE AT SOUTHOLD" S.T. TOTAL LOT AREA: 40,500 SQ,Fl% OR 0.93 ACRES UPLAND LOT AREA: 38,610 SQ.FT. OR 0:89 ACRES ALLOWABLE WERVIOOS SURFACE 5,791 S.F.OR 15X NOTE.. LOT COVERAGE: SILT SCREENING MTN MAY BALES ARE IREOVIRM ALONG APPROVED LIMITS OF CLEARING PROPOSED HOUSE 2,608 S.F.OR 6.7 X AS PER NEW YORK GUIDELINES FOR URBAN EROSION AND sEOwEmr DWFROL PROPOSED 1111 11 STEPS 110 SR OR 1111 -_EUVARON 04RAV-_— PROPOSED 1929 PROPOSED FRONT III REAR STEPS.59 S.F.OR 0.15% =V,&Mff,0,AXRA"QV OR ADDIRM TO TINS WWI I A WOLAIOV I, TOTAL PROPOSED LOT COVERAGE.2.877 SF OR 7.419 MY TO DIE..gUgwa!�s mossin sm�u nor a TZ, LISTED HDMV4 AID W W A=AgrS w 0%,sm 0 D`G`S�SHOW HSM"a"'"I`NDhDID To hMM-Wr Re�,,LINES 01�.M�m CASEI DRAINAGE CALCULATIONS: aqo�W W,ARE DR AND "hvIt"I S16AWAM SIRUtnW5 ffCAVM M�DIWDE`AM Wr WAUNM FP MUY IFHOENF W W PRSMSES AT IM RUE I W&Ky BLDG. FOOTPRINT = 2.608.SQ.FT, SURVErw.-DESCRIBED PROPERTY CERTIFIED To.JACK CIPRIANO, 2.608 x 0.166=432.9 < 433cf REQUIRED MAP 0'. (2) B'DIA x 5' DEEP DRYWELL=441cf PROVIDED FILED: SITUATED At.BAY VIEW COASTAL,BARRIER I T—W..SOUTHOLD XZNNEMtg�g L&Np SUgvRyIN,pELG IDENTIFIED 16�19"DIIRY SUFFOLK COUNTY,NEW YORK —D 5-11.1 And P.O.Box 113 Apabogus,Nm Y.,I,11931 UPDATE WETLAND FLAGGING 08- �3 18-18 �� '44>va . I FAE 25-92 S�--1'-20' DATEIALIG. 12.2005 10 (031)�Iwb 1,y.S usa AID Osaw .wmw w Subject: Sept. 1, 2021 8150 Main Bayview Rd Southold, NY 11971 To whom it may concern, I'm applying for a name change on a permit for premises known as 8150 Main Bayview Rd, at the present time i do not have any way to communicate with the former owner, (Jack Cipriano) as the entire closing process was virtual during Covid times. Please find the attached copy of the original deed for this property. Thank you Paul Frade 516 852 4036 S�fFUt,rt BUILDING DEPARTMENT Electrical Inspector QUO CMG TOWN OF SOUTHOLD � y Town Hall Annex -54375 Main Road PO Box 1179 o Southold, New York 11971=0959 yfj apt Telephone (631) 765-1802 - FAX-(631) 765-9502 Ol �` rogerr _southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: O 62 I� Name: Eau PeA S- LicenseNo.: p email: la 1106,C0W Phone.No: 6 n2 gpic E21-request an email copy of Certificate of Compliance Address.: (5 3 G f-cL OLCJ XIL ('?ql JOB SITE INFORMATION (All Information Required) Name: VyP7vL T ZJ4�)P Address: O -460 K VZ E ino Cross Street:. Phone No.: p Bldg.Permit#: LL7 email: v �C pom p► Tax Map District: 1000 Section: 010.00 Block: oS,.o v Lot:o 2 :BRIEF DESCRIPTION YF WORK (Please Print.Clearly) Check All That Apply: Is job ready for inspection?: ❑YES [INO' ❑Rough In .❑Final. . Do you need a Temp Certificate?: _ [ S ❑NO Issued On Temp Information: (All information required) Service Sizeh ❑3 Ph Size:. O O A #Meters Old Meter# Jew.Service. ❑ Service Reconnect M-Ufi"derground []overhead # Underground Laterals �❑2Frame❑Pole Work done on.Service?. ❑Y. ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �O�g11fF0LIr�oGy BUILDING DEPARTMENT-Electrical Inspector H z TOWN OF SOUTHOLD Gy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 230 Date Lf Zf52022. Customer Name ai Electrician Name p a Address 91,5o V �!'7- .04 Phone 2 0 316 e-mail e-mail blve Q Phone License# Size Phase�_Overhead Underground� #of Meters Remarks #of Underground Laterals 1 2 New "H",Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio ' val' 0 days from the a above. Authorized by O�OFFOt,�-COG Bbl I G DEPARTMENT- Electrical Inspector . APR ® TOWN OF SOUTHOLD o., z 1 own H I nex- 54375 Main Road - PO Box 1179 BUILDING DEPT. Southold, New York 11971-0959 TOWN OF SOU LD �yfj0 aa� egephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Company Name: (�I ve ToeQ?- rfec4 fc &W) eye yj Electrician's Name: (f)l V-10 F License No.: Elec. email: ve-tvPa;?5- oc e v )4 vo Co i— Elec. Phone No: T m n—z gn36 request an email copy of Certificate of Compliance Elec. Address.: 11536 DYO V©op A JOB SITE INFORMATION (All Information Required) Name: Ul- �LW�� Address: Cross Street: Phone No.: mz d 3 Bldg.Permit#: email: J vy c �C gwxw' Tax Map District: 001 0 Section: Block: Lot: ,2 4 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 2q019 Circle All That Apply: Is job ready for inspection?: YES&NO R Rough In Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size Ph 3 Ph Size: .2VV A #Meters Old Meter# ' ewServiceFl Fire`ReconnectOFlood Ftecorinect[:]Service Reconnect nderground ElOverhead # Underground Laterals ] 1 n2 VTq Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION P . r e BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE, made the day of 2021 between Jack Cipriano,residing at 19 Hawthorne Avenue,Central Islip,New York 11722 party of the first part,and Paul Frade,residing at 33 Gallahad Lane,Nesconset,New York 11767 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration,paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE A ATTACHED (DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises as conveyed to the grantor by deed dated 05/31/1984,recorded on 06/12/1984 in Liber 9201,Page 487. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first.part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF.• State of New York ) ss: County of Suffolk ) On this 7-� day of 2021, before me,the undersigned,personally appeared Jack Cipriano,personally known to me or proved to me on the basis of satisfactory evidence to the be individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities, and that by their signatures on the instrument,the individuals, or the person upon behalf of which the individuals acted, executed the instrument. Notary u51ic PATRICIA C MOORE NOTARY PUBUG.STATE OF NEW YORK Registration No.01M04861668 aualified in Suffolk County My Commission Expires dune 16; Schedule A Description Title Number ELS-2593.21S Page 1 ALL that certain plot, piece or parcel of land, situate, lying and being at Bayview, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of Main Bayview Road where the easterly line of land now or formerly of Turner intersects the same, said point of beginning,being the northwest corner of the premises herein described, RUNNING.THENCE along the southerly side of Main Bayview Road, South 64 degrees 07 minutes East, 185.0 feet to land of Russell Hillman; THENCE along said last mentioned land, South 25 degrees 53 minutes West 200.0 feet to a boat basin, 125.0 feet to a point; THENCE RUNNING along the westerly line of said boat basin in a southerly direction 50.0 feet to land now or formerly of Turner; THENCE along said last mentioned land, the following two (2) courses and distances: 1) North 64 degrees.07 minutes West, 70.0 feet and; 2) North 25 degrees 53 minutes East 250.0 feet to the southerly line of Main Bayview Road and the point or place of BEGINNING. FOR INFORMATION ONLY: Said Premises also known as: 8150 Main Bayview Road, Southold, NY District: 1000, Section: 087.00, Block: 05.00, Lot: 023006 Suffolk County Dept. of Labor, Licensing & Consumer Affairs = HOME IMPROVEMENTUCENSE is 4 Name ` ANNETTE M RIVERS 1 I Business Name E This cp! sf!Ps. thaf the W(DODMONT CONSTRUCTION CORP bearer is duly licenses! by -the County of suffolk License Number: H-29960 r Nolrcrw� Issued: 01 /0912002 Commissioner Expires; 02/01 /20 a s I� NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 1 1 747-31 29 . I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^A^^^^ 113585201 WOODMONT CONSTRUCTION CORP 124 SYRACUSE AVE PO BOX 475 MEDFORD NY 11763 SCAN TO.VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WOODMONT CONSTRUCTION CORP TOWN OF SOUTHOLD TOWN HALL ANN 124 SYRACUSE AVE 54375 MAIN ROAD PO BOX 475 PO BOX 1179 MEDFORD NY 11763 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD -DATE 11295 086-1 671959 04/19/2021 TO 04/19/2022 6/29/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1295086-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS .IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW . YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. VICTOR E PEREIRA SR(PRES)AND ANNETTE M RIVERS(SEC/TRES)OF A TWO PERSON CORP WOODMONT CONSTRUCTION CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEWYORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:248712394 U-26.3 a`o CERTIFICATE OF LIABILITY INSURANCE OsiZ9�z Z�DDnYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. . If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME' Takach&ASSOCIateS Inc. Takach&AssodateS,Inc. PHONE 631 366-2774 FAX(Aft, KM366 2739 112Terry Road E-MAIL CsMaUkachinsurance.com SfNthtom NY 11787 INSURER(S)AF 0 DI G COVERAGE NAIC# INSURER : Utica First Ins COITIP 15326 INSURED INSURER B: WOODMONT CONSTRUCTION CORP INSURER C: 124 Syracuse Avenue INSURER D: Medford NY 11763-3650 INSURER E: Shelterpoint Insurance Co 81434 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: . THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP ITR POLICY NUMBER LIMITS X. COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMSav1ADE Fx_1 OCCUR DAMAGEgTO (RENTED $50000 ART 511789202 0713=0 07/3CY2021 MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $1000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $2000000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGO $2,W0,0W OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY $ UMBRELLA LIAS OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ E NYS DBL&PFL D162787 04/14/Z021 oory2092 NYS LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall Annex THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Po Box 1179 ���_ SOthold,NY 11971 AUTHORIZED REPRESENTATIV <SR> ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD DWELLINGS W/PUBLIC WATER S.C.T.M.# DIST:1000 SEC:87 BLK:5 LOT:23.6 EDGE OF PAVEMENT #R10-05-0198 MAIN BA YVIE W ROAD (66') CL 18.60 CL 1794 24't ASPHALT PAVEMENT - TOWN MAINTAINED - - - - - - - CL 17.57 CL 16.73 - - - - - - - - - - - - - - - - EXISTING WATER MAIN- - - t1',NIT#71 � EDGE OF PAVEMENT I 'vNtt/!7216 16 S64°07'00'E I EL 16.6 185.00' t 86 7.00' 14 STK. I o.z's w 2 q �I 4 BEDROOM SYSTEM Q 1250 GAL S.T. O (2)8'ox6'DEEP L.P. 04 STAKES SET W ;Q p �Q 04-02-06 14 z 10'MIN w o 0. 8 NiV 8'MIN o 12 o WOOD Z CQ EL(12.0) sTEPs c.0. EL(14.. o a� z COVERED 0 PORCH 59.9' 59.9' 12 10 GF(10.!*, W o OPOSED DWELLINGS - 2 S M. EL W/PUBLIC WATER O DRY WELLING FFL 1 150' CONDOMINIUM ? o WELL CRAWL(9.0) \ COMMON AREAIZ Lo LAND N/F 3 N EL(8.5) .2' NE OF W o0 o POSED EL(10.5 FIR 2� -10 "THE COVE AT SOUTHOLD" SEPS o DE ONE BOON 0 16.5' 5'SWDE TEPS 00 RY SIN f LAND N/F DO SEAWARD STAKES SET OF 8 DEC. 8,,00-r- - JANICE HILLMAN SITYLES PROPOSED / LIMITS OF CL RING e / DO rn (D 8 ELEV. 16.6 N OL ANBRN DOW 60' NON DISTURBA E BUFFER LOAM 0.8' O BROWN x SM LOAMY SAND LANDWARD EDGE OF TIDAL WETLANDS �- 6 a PALE ES] AS DELINEATED BY SUFFOLK ENVIRONMENTAL ONSULTING ko MBROWN EDIUM p O OASTAL B RRIER RESOU BOUNDARY JULY I3,2018 -I6-9D � To o �p / IDENTIFIE COARSE _ VEGETATED TIDAL WETLAND LINE IS SP SAND C') SYNONYMOUS WITH TOP OF BANK TO Z ` 6 - - - WATER 14.4' T P OF - _ - -MHW L 2.5 - MLVI EL 2.2 - x WATER IN PALE SW BROWN MEDIUM N64°07'00"W 125.00'(DEED) ro COARSE 115.00'(ACTUAL) SAND 08-20-05 17 10:00 AM `\ O 00 co W/PUBLCDWELLINWATER LO � COREY CREEK TYPICAL CLEAN 011T 6 \ co SLATE OR-� STOPPER END SUITABLE COVER \ OR PLUG N64°07'00"1 70.00' 3CY ELBOW 60• WYE 1 Q C.I.LOCKING \ COVER TO GRADE Q EL(15.0)FINISH GRADE FLOW'; \ 10'SEPERATION I'uw-a'uar I 4='-FT. 0•MI 178�-FT, 1p .f 6 COVER 6 COVER 6= N 6"SLAB Subject Property: Paul Frode ZC� n INVERT) NV Main Boyview Road CONDOMINIUM �O `O ('337> ( VINERY INVERT Southold, NY 11971 TANK 2.66) cusR) �� FOUNDATION FLOW 9' EP RATION g'0 .7'COLLAR COMMON AREA \ Z WALL B TWE POOL CLEAN COARSE LAND N/F ` G ELIy 6 SAND& OF I 3'MIN GRAVEL USE I"OIA.APPROVED SEWER PIPE "THE COVE AT SOUTHOLD" 250 GAL. PRECAST S.T. TOTAL LOT AREA: 40,500 SO.FT. OR 0.93 ACRES 0 z EL(7.0 "r UPLAND LOT AREA: 38,610 SO.FT. OR 0.89 ACRES a ALLOWABLE IMPERVIOUS SURFACE 5.791 S.F. OR 15% NOTE: GROUND WATER EL 2.2 SILT SCREENING WITH HAY BALES ARE REQUIRED ALONG APPROVED LIMITS OF CLEARING HIGHEST EXPECTED G.W. EL 3.2 LOT COVERAGE: AS PER NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL. NGVD 1929 PROPOSED HOUSE 2,608 S.F. OR 6.75% ELEVATION DATUM: ------------------------- PROPOSED DECK & STEPS 210 S.F. OR 0.5% UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY PROPOSED FRONT & REAR STEPS 59 S.F. OR 0.15% MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN TOTAL PROPOSED LOT COVERAGE = 2,877 S.F OR 7.4% ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE DRAINAGE CALCULATIONS. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY BLDG. FOOTPRINT = 2,608 SO.FT. SURVEY OF: DESCRIBED PROPERTY �OFN£y CERTIFIED To: PAUL FRADE; 2,608 x 0.166=432.9 < 433cf REQUIRED MAP OF: �P2i MWCI.0 EQUATOR LAND SERVICES LLC; FILE(2) TDIA x 5' DEEP DRYWELL=441cf PROVIDED x A.�� OLD REPUBLIC NATIONAL TITLE INSURANCE SITUATED AT: BAY VIEW x COMPANY; FEMA MAPH36103CO166H \ \ \ SOUTHOLD TOWN OF: .r KENNETH M WOYCHUK LAND SURVEYING, PI.LC UPDATE FEMA DATA 09-18-21 COASTAL BARRIER BOUNDARY \ \ \ SUFFOLK COUNTY, NEW YORK 2r 050882 QJ Professional Lend Surveying and Design SEAWARD STAKES SET 12-08-20 IDENTIFIED 11-16-90 Sv P.O. Box 153 Aquebogue, New York 11931 UPDATE WETLAND FLAGGING 08-18-18 \ \ \ FILE PIIONE(891)298-1508 FAX(691)29n-IBBO N 25-92 SCALE: 1"=2D' DATE:AUG. 12, 2G05 N,Y,S. LISC. NO. DID. meinleining the 1.1-de of Robert J.Ile-I,&KanneLt.M.I1oy k DWELLINGS W/PUBLIC WATER S.C.T.M.# DIST:1000 SEC:87 BLK:5 LOT:23.6 EDGE OF PAVEMENT #R10-05-0198 MAIN BAYVIEW ROAD (66') CL 18.60 CL 17.94 24'1 ASPHALT PAVEMENT - TOWN MAINTAINED CL 1 7.57 CL 16.73 _.._. ._.._.._ .._.._.._.._.._ .. EXISTING WATER MAIN _.._ EDGE OF PAVEMENT TNY1171 � NYT#72 16 GUY 16 S 4007' 0E I 185.0 0 EL 16.6 ' 861.00' 14 srK. 1 - 0.2'S 2 LU Ca 5I 4 BEDROOM SYSTEM e� 1250 GAL S.T. O V) (2)8'Ox6'DEEP L.P. a Q cr 1 STAKES SET 04-02-06 14 10'M/N w O so W x 10.81 12 aW a i CD o WOOD Z O STE EL(12.0) PS C.O. o EL(14.0 2 59,9 COVERED D PORCH '.'.' GARA 59.9' x 12 10 ^ ). ....••:..:: ........:::..::.::..:.::::. o>.;> ::;:'':;>:;::::>': OPOSED DWELLINGS .........................: ......... 2 ST M. E W/PUBLIC WATER o DRY f; WELLING FFL(16. 150 --- CONDOMINIUM z wELL 0 CRAWL 9.0 z COMMON AREA 0 _ x 0 EA LAND N F EL8.5 OF W OD o'ED EL(10.5 "THE COVE AT SOUTHOLD" 9 '0 D ] 10 0 .- 16.5' S' WIDE STEPS LAND N/F 3 SEAWARD STAKES SET OF x 8 JUNE 14, 2016 JANICE HILLMAN SITYLES 41- 00 PROPOSED 00 LIMITS OF CL RING 00 r o \ FIRM IpNe x 0 8 Bo�ND - ELEV. 16.6 ._.._. .- OL BROWN O 60' NON DISTURBA E BUFFER ASTAL. Al BOUNDARY SANDY LOAM 0 8' \IDEN IFIE1\ I1-16-90\ BROWN x FIRM SM LOAMY SAND ZON FIRiy I E \ \ \ \ko\ \ \ PALE Cq °Nf A 6 ko MBROWN EDIUM Z \ \ ^C1\ \ W� TO >� 14D EDGE TIDA W DS VEGETATED TIDAL WETLAND LINE IS Sp COARSE AS DELINEATED BY UFFOLK E 'ARON ENT CONSULT] SAND /� \ \ \ JULY 13, 2018 \ \ \ \ \ \ \ \SY NYMOU,�ITH TOP OF BANK WATER 14.4' P L 2.5 - . . • L\ EL 2.2 - x • • • • - . . . . � • • \ \ \ M \ \ \ \ \ WATER IN / PALE SW BROWN » - MEDIUM /� \ \ \ \ �� \ \ N64o 07 00 j{T \ \ \ 125.00 (DEED)\ COARSE / 115.00 (ACTUAL) 0820 05 - 17' \ \ \ \ w� \ \ \ \ \ \ \ \ i \QCT 5 2020 w f 10:00 AM \ \ \ \ \ •\O w P R ` DWELLINGS ` ko c .C 0 R EY C R E AR of r:us EES ---- - W/PUBLIC WATER 'C�WOF`�OUOL� TYPICAL CLEAN OUT SLATE OR PER END 6 Q>"�T ) SUITABLE COVE OR PLUG 30' ELBOW � 60' WE I C.I. LOCKING \ \ \ \ \ \ \ 0-0\ \ \ COVERE TO GRAD 2 EL(15.0) FINISH GRADE FLOW--;-- 10' SEPERATION 1'MIN-21AX 2 1/4"-FT. a COVER a"Mf FT. a COVER Subject Property: Jack Cipriano ( �y -� INVERTS s � s siAe Main Bayview Road CONDOMINIUM\ \ \ �\ ro (13.37) (13.1 INVERT INVERT 12.66) (12.58) Southold, NY 11971 COMMON AREA TANK � i FOUNDATION �pyy H' RATIO 8'0 3' COLLAR / ZG� WALL POOLF 6' CLEAN LAND N COARSE SAND OF EL(9. do O 3'MIN GRAVEL > » O USE 4" DIA APPROVED SEWER PIPE 'THE COVE AT SOUTHOLD 0 1250 G L. PRECAST S.T. TOTAL LOT AREA: 40,500 SQ.FT. OR 0.93 ACRES Z EL(7. UPLAND LOT AREA: 38,610 SQ.FT. OR 0.89 ACRES o M ALLOWABLE IMPERVIOUS SURFACE 5,791 S.F. OR 15% NOTE: GROUND WATER EL 2.2 SILT SCREENING WITH HAY BALES ARE REQUIRED ALONG APPROVED LIMITS OF CLEARING HIGHEST EXPECTED G.W. EL 3.2 LOT COVERAGE: AS PER NEW YORK GUIDELINES FOR LRBAN EROSION AND SEDIMENT CONTROL. NGVD1929 PROPOSED HOUSE 2,608 S.F. OR 6.75% ELEVATION DATUM: PROPOSED DECK & STEPS 210 S.F. OR 0.5% UNAU7HOR12£D ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY PROPOSED FRONT & REAR STEPS 59 S.F. OR 0.15% MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN TOTAL PROPOSED LOT COVERAGE = 2,877 S.F OR 7.4% ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE DRAINAGE CALCULATIONS: NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANIIE-ED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OF- DESCRIBED PROPERTY CERTIFIED TO: JACK CIPRIANO; BLDG. FOOTPRINT = 2,608 SQ.FT. MAP OF: 2,608 x 0. 166=432.9 < 433cf REQUIRED (2) 8'DIA x 5' DEEP DRYWELL=441 cf PROVIDED FILED: SITUATED AT: BAY VIEW \ \ \ TOWN OF: SOU 1 HOLD KENNETH M 1POYCIiUK LAND SURVEYING, PLLC COASTAL BARRIER BOUNDARY \ \ \ SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design IDENTIFIED 11-16-90 P.O. Box 153 Aquebogue, New York 11931 UPDATE WETLAND FLAGGING 08-18-18 \ \ \ FILE it25-92 SCALE: 1"-20' DATE:A(JG, 12, 200j f 4 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 1 maintaininS the records of Robert J. Hennessy & Eenneth V. Roychnk �-� - - -- ff�p;mac ,: Esters, DWELLINGS " , EDCEOFVAvtYDa W/PUBLIC WATER S.C.7.M.1 DI5T:1000 SEC:87 BLK;S L07:23.6 MAIN dR10-OS-0198 BAYVI ROAD (66') 2sa ASPNSLT vAwuDa_TOWN UAPOAXEZ a e . n EDGE orPA 16. GIN NvTon S 4.OT' 0"E j 1B5.00' §` 61.00' SnG OXE 0.2s �. p Er#m SET a x 14 V N I 10;N1N W . O h'y Si 10 _ ? c 59.9, x� F(10.5)�,a___.'�.-r�"allT $"., A :DWELLINGS .b. CONDOMINIUM O o� _ "- WELLING L'r-'� W/PUBLIC WATER - O as :;as% FFL(1 150'—� COMMON AREA x A,,{:'eKK.l--- CRAWL(9.0)e`w'- LAND N/F bba� `tgm •=;:=i; 'a-s. �" 1 fix_ .- OF "THE COVE AT SOUTHOLb' `\ 10 8 SEAWARD snxrs sEr shPs LAND N/F ' AIDE K 70t6 OF ••?.: '• JANICE HILLMAN SITYLES PROPOSED ' i ? `y LIMITS OF C ING b, PlRy IOHf B R .. _ cc ELEV,16.6 OD9RySqU)r BROWN L0.14 0-a' _ OSam STAL BROmT - g ARRIER BDUNDAf�Y T T LOWsADD ": F!alpy ION f / �'\ \. _\ \(DEN IE�1 BROWN 6\ DaE SAND \ \ \ AS�13. 6 VEGETATED T"IIETINID L11E IS .". \ N1'WU�1MM TOP OF BANK �.•�'�n'f�-'�„ 14 EL 2.2 WARTl .1' _. - �MHV 2.5 •• .. —\: \ .. pro \ �•.�' Nb4.0T'00"W\ \ \ v\17- ♦ \ \ tT{ r 115.00'(ACPUAL) '. 1O.,OD AM ( \ \ \ \ ED \ .. ^DWELLINGS q o W/PUBLIC WATER \ \ \ \ \ �'• \ "\ \ \ '\CO R E I YS T \ 1 7 APR ASP TERMS �''•�•-�`. PANDnCONDNomarlsS�`f/Dr�213 \T0.00' DATE 2 raOSR GRAZE 10'SEPERAItlN Subject Property. Jack Cipriano Main Boyview Road CONDOMINIUM\ Z \ �o urvan� �' Southold, NY 11971 COMMON LAND N � Z twxa"°" eurlr n r oxuR ��."' i ' / O MSII POOL aLW OF "THE COVE AT SOUTHOLD' �� IbE A•WA sE"TR PPE auw a.� ".-rf�t„ t000 Rya'4s Y• TOTAL LOT AREA: PRECAST S.T.40,500 SO.F7. DR 0.83 ACRES UPLAND_ LOT AREA: 38,610 SQ.FT. OR 0.89 ACRES r m ALLOYAB{E aTPERMOUs SURFACE 5,791 S.F.OR 16i Na1G ^ •.�,`M`�1T LOT COVERAGE: SILT SCREENWO SMM MAY BALES ARE REQUIRED A[DNO APPROVED LIMITS OF CL£PRWC AS PER NEW YORI:OUZO L41ES FOR URBAN EROS"AND$FQWENF CONTROL PROPOSED NOOSE STEPS 21S.F S.F.OR OM% ae-nGN mna NVG 11929 PROPOSED FRONT aFEAR STEPS S. S.F. OR PROPOSED iR44T k FEAR STEPS 59 Sr.OR 0.155 NUIRNOPIFO ALDFAnaI Do ADpi}ArI Ia aK SGT1rY b A MOLARo/?Stt1Ml)]P3 tY IIH AEII YAM AAA axAZ_ur'N xs Or DRS YAP A'Or OEAPoTL!!R'tAAO.SUR1[TOTS[YB0.SSfD STAL 9vA4 Atlr BE W6OFAID 10 6F A VAtIO IRK om. GUAR ym aaulm ILRroY 9dtt Rw tix: .Y':v TOTAL PROPOSED LOT WYFRACL.RR7T SF OR 7.Ax o'xr ro M PERSON FOP RMDR DL SLLTKY a PRFPAArO AID Ov MS raASIF RI r!t aRr OTI/PANY GOK/bA101'IAL AGD/CY AAD 11110P/C bdnNRW 4 aim a,- LISIED NOKD't Alp N nL AS,J'QS Or N£eOAwO rdnTY110y,aIMGN)fa Aar lAr iRAYSfWAdL �yRy Nr.101S OR axn+r SNOAN IRRFFOY FROV;r PROgptr'"W S nl TDE SMVCM S ARE FOi A SPfaM PtAAO Osr Aw USC 11rONFoa Wr ARE - DRAINAGE CALCULATIONS: ^�r° � rP6 �DaAOED�aKra,, .-<,a AnADs AAxawu aaunaca Or um on¢R xsMPlelmPrs rawKNrs E;. ,n.YDAIYf RB9AGFACr S6UGaePrS RlDOQnlD G fxPKLUO]FD AP[Atli aIMANlfID SIAGiS PDYAWlr E r ov W MORSES Ar RZ IAIE Li SlARN:Y BLDG. FOOTPRINT = 2,608 SO.F7. swceY or:DESCRIBED PROPERTYCERTIFIED To:JACK CIPRUWO; YAP r: „ •% 2,608 x 0.i 66=432.9 < 433cf REQUIRED t� (2) 8'DIA x 5' DEEP DRYWELL=441cf PROVIDED RIUA�AT.BAY VIEW 1 `R \\ \ Iorl v;SOUTHOLD '�^ COASTAL BARRIER 80UNDARY It1aINEtN A jnMUK LAND SURVEYING,P13C IDENTIFIED 11-EUNO \\ \ SUFFOLK CWNTY,NEW YORK cul PP eLL[n6 8np1D1 a6 Dor UPDATE WETLAND FLAGGING 08-18-18 O.Bo IDe AGu•Do r�No York 11Y9 1 125-92 S 1'=20' OATEALIG. 12. 2005 Y/ ; rxoq LnnRRx-IeeR Nx Imq RnF16eL ((''yy::;�.�;,;^'�`' K Y.S/tl'C No 0.t(MS? e.wvvy o. r rr�.A rrr,"•xr.rA r V"cW i4,K...E."g' IIJ :iv7�k-� ._�_.�..,�.,.�>s,.r.:v��-.::u.L�.,.'3,x-�."_:�u'u�l�:•"a'�ri�',�e3:.a'"c �4-?,,:{=::..,-c-':;s��,;.[ry�" �`S7�'u.'3'-`"s-e.s•�v,"'_airs -;:�ts-«c��Y,..�-.-a;.`-i ,x_.;� - =awi: _ �..Yw:- :=��, �x x EiA•� n��at�rL»m-' �•=.�.��^U.g,--� .�"yi% ��'_7<.�,.*�"'�' 1`'�"e•�x•::-:�� .".':���'�,T�_���s,.y_.,.7:`-;s:;;�j`:�{3'; �a A5 BUILT 97E WrORNIATIUN: DWELLINGS SCTM.� DtST:1000 SEC:87 BLK:5 LOT:23.6 -5urrw.cOUH7Y U MAP 5 ID:I OD07-5-23.G W/PUBLIC WATER -� . .. -5CDH5 RprEPEHCC P R 20-1537 �F EDGE DP PAYEYDIT BRIO-05-0198 NEW OC115TRUCTION 2 STORY,A DEDROOM r1OtOE WITH PROP05ED VA ONT5 5AMITARY 5Y5TEM /Q� 5 �• c) LOT AREA:ACRt 0.93 h w MAIN BAYVIEW ROAD ow) -PROPERTY LOCATED AT 8150 KIAIN BAYVIEW ROAD.SOUTHCi D. c �� tt 1e.60 OL 17M 24•t"Ke T 1AYF1¢MT-TORT yyMA,� TO.NI CF 5OUrHN.APrcti.5UPrciR COUTr7Y.IIf%v YOPJ, O.17.57 4 f&73 SURVEY PROVIDED BY:KEHHEITH M lT'OYCHLJK SURVLVING T'LLC. a- ...... _.._.._.._.._.._.._.._.. _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._ t DOSTRG GiFR YeN DATED:091'18/2021, VERTICAL DATUM-IIAVD'1958 DAIL&I. EDP OF PA1E1Q/F ALL I IOM'VATI III1 1501F OP PROPERTY COHI ICCTED TO PUBLIC WATER SEPV. ':2• 1b PROPOSED UNDERGROUND ELECTRICAL 'J /71 I fJ DIMEN90NAL 5FIBACK TO 5UPPACE WATER 1Ni11R13IXRP OF PROPER TY s�C OH4B � SMNICE ONE(1 PROPOSED 50R FUTURE EXPANSION 5HO&I1 ON 5Te PIAH. Dp ���'• G POOL iY:TINIDFIAGGIi1GBY5UrFCU:f1MRGNMCIHALCO115ULPIIGDATCD]LILY 13 'IL7YE5'S` l6 185.00' 2018. S84'0T00'S I a 1 cello L ports: B61.OD' 14�• I 11's 1.Ut5194 FOR 4 DFUROOKI HEWCOt15TRUCT1IXl t+Ol1t. 2 2.51TE PLAII NID REFEREIICE CLE/ATIO6 TO BE L)5E0 FOP VA OM5 SAHTARY 5YSTEHI ins PRO HYDROACTION CCH5TR(1CTIOH ONLY.ENACT PROPERTY DOUNDARIF5.UTILITY LOCATIOI15 AND CLEVAT10115 g^ LPAN I/A OWES ARE HOT GUAP.NITCED. 1W0(2J OSED PRECAST CONCRETE 3.EIEVAT0115 OF5EO ON PROPERTY 5UPVEY. �• 4.OU51TL'UTIU IY KIAKK.OUT5 TO EP PERFORMED BY COtirRACTOP,PRIOR TO PCP,FO?l.111IG SIIC Ex 1r[V OOL 6'DIAMETER A G V/OP.Y.. L.F/1 MC DEP111.a 5.SO4L TE57 HOLE DATA PROVIDED 0+1 5UPVFY Bl•KrHtILT/M IYOiCHUK 5UR,VEY7I IG ruC Q W In I 10'ellN LP K p PR0e05t0 rA o`rt5 sLPTC SY9rzIJ r0z LF•r0 a IYD6C0`.t PSS1t)nICR W t) 1.Gilt(1)HIDPAACIIpI IFAII�00 VA CiW5 U 07 2.OIIL f II IADW,%CT10:111C C011TR0L PAIIEL A11p tfP80 COI.IPREy;JO{;AAEI,R'.LY r'• �•• -• t0A' \ i - N 3.OH MLt C f 1120_IIICtt f ,a 9A51PJMltOl HON ADH M GRATItIG Z r- L'tr] LR�rPe LP PROPO$ HYDROAC ION CONTROL 4.A%O(2)8•CIN.IETEP.N 6•DEEP IFA011HG 1+OOL AI 5LAB W y. U EL(12.0) 1]0 14. PANEL AN 3 BLOWER S.a¢(it 6 FOOT D(AlKlip,rmun owA1151at rxx 0_ Z PORCH GENERAL SNOTARYSYSTEKI AND IH5TALLATI0111:OTE5: (n _ 59.9 = ' . 1 VA OWT5 5O`HC 5YSTEM DFSIG IEU FOP LLP TO-T CtD 00 A HMIF PEP,SUFrp K COUHUY 599 W ❑ �i,'>" 21 12 DEPARTMEM Of HEALTH 51ANDARD5(5CDH5). J 10 '= '+"`�-'x- - '-`:- = 2. 5AHIFARY GP.AV TY DRFIH PIPE TO BE•IdNCt CA5T IR.O"AT FOUNUATOII PEIICTRATIGII NID GF(10. - s1,-, __ 0 ' `, •yF;` •,�- " -="`�'�.•.y,:�f� 4 it PVC 5DR35 DMI151KEN 1 OF I OUIZ AD011. W _ _ POSED m1 "-- DWELLINGS 3. Va O.VrS 5H?ll BE TESTED fOP,:YATER TIGIITIIE55 PRIOR TO AP.2P/II IG O!ISITC U5D1G THE ❑ I -�A-.... 2 tn- - W/PUBLIC WATER KIETLI E5 APPROVED BY MAUIR`VER5t..R. f_-sac 150'^ 4. THE DESIGII EIIGPIEEP SrWU OVERSEE THE OV/TS DUrdIIG IIISTAl1T FIR NID SYS?Ehl 5TAPTUP. ❑ OD WELLING FFL 5. THE OWT51145TALIER 5HALL CC UCEIISCD.haD AN ENDORSEMCNT FP,OM 5CDU5 AI ID BC A (Lkj CONDOMINIUM o _--a^» Via.__ CRAWL(9.0)- _:__ HYDRO.uncN AUTHORaD INSTNu:R. Ln U) COMMON AREA -_?-= _3-'ist: <-Y._-„ T=' Y FINN G. IHE OL4T5 IUSTAUEP SHALL PSGI51EP THE O151TE TRFATIOVIT SYSTtAI MTH 5CD115. THE LAND N/F ; LV E1(B.SJ .2 i",__---p<--'-^-:� .- (10.5 F• 'r Dt9GH EIIGRItLR 5HALL 1'RJVICE cERrincAilOil OOCUI.SEUTS A5 RSOU:RCD DY 5CDI15. 7. Nl OPtRATIOII NID IMHTEHAHCE OCT ITRACr BtTYEE11 TIE LIWI ITEIiA110E PROVIDER,AT ID THE OF a IDNE g�7 PUBIMP�UC WATER PROPERTY OWtGR SI1N1.BE PROVIDED TO 5.-Dr15 FOR 11A ONT5. 'TIE COVE AT SOUTHOLD� s E Tg�r• I¢� RY L r b. A GARBAGE GRNIIDCR SHALL HOT BE I115TNLED UPSTREAM Of ME OMS. - lavl Nf lANO N/F 9. WATER 50r'fEHER BACKWA511 511ALL 110T BE FIUSIIED TO PROI'O`.ED 5CPTIC 5Y5TEIO. gAp® OF 10.CpII RACTCR IS Rt5PON51DLE TO ONTAIN TUATI DULUIIIG RRTAITS 0.5 HtCL55ARY PRJOR TO DEC 0. \ Fj� JANICE HILLMAN SITYLES II15TALLATIGH IX THE PP,OPC5fD 5EPHC 5T5TEM. B / _pAK�x,'_ I 1.THERE SHOUI,QjjOT BC A HOUSE TP'AP OH SNJITARY PIP VA O•Vr5 TO BC P 51vfLY VCIfRD _ PROPOSED _N '4MW/gL Q` THROWI1 PWL151UG P,OOF V•EI IT. / LIMITS OF C ING �DDD ---- qf\ �1 - L,,r�..,.z„r.K..,,.:o•mr. W z>- 1Ta'rmtt BUrTTIi FfG6j ❑ U Z 5Lu 1 IMoemAxa 6 a A oENGifNEE?1SrCERTiFICATION REQUIRED. O D-t<.. eFq A5 m erL3 Ate / Y Q w 0 1 p ilL 1 SUBMIT P.E.OR R.A.CEF T IFiCATIOLd _ w O+ I6 90 } r \ / VEGEINTED T01 WEI111 LA D RIEIIA IS FOR INSTALLATION AND CONSTRUCTION � o OF IZZ4 ocvJ b x \ 6 - FOR FI'AL APPROVAL. z ¢o ._.._.._..-..�HHV L 2.5 IQV <o ` 0 d r ' N6r07'00'W 125.00'(DESD) -e n i SUFFOIKCOUNIYDEPARTMENPOFHEAL7ASERVICES v i \ 51 115.00'(ACTUAL) 1 '• DEC 15 2021 ( PERNUTFORAPPzovALOFCONsr:L_TCnON FOR A DATE:12-14-21 `oo c NO IX E'AMILY RESIDENCE.OUY 1 SCALE:1:30 �DWELLINGS 1 1 quFF.GI i- I E$s,R Z z O �7_0 �S3 7 DESIGNER:TAO w/Pueuc WATER -COREY CREEK F?•'� r Hs�,O. ID 3F�I^c - .• '7 SHEET: 6 P.cvisedPlanAmraved 6 2 'APPROVED_ Pon mAXwum or BEDROOMS SANITARY 51TE P N \ Z 13 D 15 aD' sa 5CALE= 1:30 1 �k_Ca GYP,i2Es'IIiREE YHARS FROM DATE OP APPROVAL NW07'00"1 70.00' IAPROVED IAtN-PU WATER lOW OR CORM Y OF TITE ME AT U) =-I -- 5 s .a. o. • ASP,R5 Q`\,u n ILI IT {!` C (I 3 S POLYLOK DISTFIBLITIOPI 13OX (YV(LIt IIUAp!¢MIlt YNt.rP.. ,, �_� w t` • I nil - •.:.: tNLI.A\vP.1�Nt[' n� � Z t— �• t.+.�rt.:t a.rylma tua: PLOW EQUN.Izf_R Z Cc HYDROACTION LPAN-1100 I/A OVVTS, CONTROL PANT-L. AND I-IP80 COMPR.E-550R HYDROACTIONT LPAN-100 SINGI-If LINE WIRING DIAGRAM ul .. w O SCALE:tIT5 5CALE:RT5 X J O D, •-0 GD 20' ........._................................._.._........_............................_........_._....._...._.._-........................._.........................................._.._...........--._..............._. ._....................._.............. ._.... TEEC CaMPA EL -°GPtDE H1180 COMPRF-550R COVER MINIVLM FFEL 16.0'f-_ 124NCWRISERSi0cr ` 13 RSCIES ttI GRADE SCAIE:'ITS 4105NFETV(iRAT1NG5 2(RCHPOLVLO¢DISTRISUTI(1N NUAMUMavc"ESTOGRADW PROP GO EL 15.0'15 ......_. -_-_PROP_GTLt�E EL 15Q!/:, FXSG ADE EL ISD_..._....._._............... �%VISAEE RAI NG r c b- 1 4.1NCHPVO a.INCH PVC. ••_•_.�..-.---.._...-.__._ SOR35LIN SDR35MIN N HYDROACTION LPAN-400 FOR RESIDENTIAL Z E SLOPE UI'Al' sLogE ITAP STRENGTH WASTEWATER UP TO 440 GPD. m PROP IN V 13.0't a1NCH PVC SOR35 NI11 NV 12 R INV Mr -:-:- :-:---:: - $LDPE.f2AF INv1zs INvl2sirvvlza::: T DESIGN FOP rn _ z, 1 ............_............................................_;.................. .._...... ......._.. ..;_ ..................................................,..........;:;;et; a;:•;[=a::s-:: ._._........................._.............._....... INSTALLED UNDER ALL TREATMENT UNIT �r, w 10 s 0" COVERS. w HYDROACTION LPAN<aI ......:::::::::::::::::: USE WITH HYDROACTION REMOTE HP80 W COMPRESSOR BLOWER ASSEMBLY AND Y O 1 _..........................................................................._._............................ ................._..._..._............._..... ...........................-...---........_... L CONTROL D HOP80 COMPRESSOR TO TWO RI IT DIAMETER a6 DEEP 1 REMOTE PLC. PRECAST LEASHING POOLS ........ ....,.:.. ,._ PLC CONTROL 5 Qv BE REMOTELY INSTALLED ALONG FOUNDATION F m AS 511OWN ON SITE PLAN. o HE GROUNDWATER EL 2Z HE GROUNOWATEftEL 27 HE GROUNDWATEREL.2Z Z =0• 1 TANK TO BE INSTALLED ON LEVEL COMPACTED < HEGW 2.2't SAND OR GRAVEL 13A5E AND PROPERLY ........._........._......................_...._...................._........_..........................._._......................................_....................i.......... ..........._..._.................._........._i_.__....._._.................._..._.._.........._ BACKFIU.ED PER MANUFACTURER 0' RECOMMENDATIONS. INSTALLATION TO BE PERFORMED BY A DATE:12-14-21 HYDROACTION AUTHORIZED INSTALLER ONLY. SCALE:NTS START-UP AND SERVICE TO BE PERFORMED BY A HYDROACTION AUTHORIZED SERVICE DESIGNER:TAO -51 10, 20' 30' 40' 50' 1 PROVIDER ONLY. SHEET: D_E51GN NOTES PROPOSED SANITARY PROFILE- S-2 SCALE:IRS 11 --- —�1 QF NE1 r�� ONE — ����(- -41 5 PS 72 Aen�Oj';a m ILEA I� r ^I�I 7T M / 185.00 ' ��� �t I--' --Qr —1�1——_ 2 t��taa EL 16. a �Fo °946- m� AROF-SStotaN ' I � _ CL[ANOUT A7 FACE OF BUILDING� 1 - GRADE EL.I G.6'+/- � -NIS- I BROWN TEST HOLE INFORMATION DY LOAM � PROVIDED BY KENNETH M WOYCEtUK L5 UR(N.N U I � P.R O P G 5AR'LOAMY SAND PROPERTY LOCATED AT m 8150 MAIN BAYVIEW ROAD 1 ' L PA N- (SM) 5OUTHOL).NY 11971 Q PALE BROWN DATED 08-20-05 AT 16:00 AM ' rw^ MEDIUM TO W M :OAF5E SAND tuG4tE5T EXPECTED U 6 TWO ( , , V :7.1myin ZO v rn HF51omo W } �• LEACH! LA7EKIN TGRDUtNRVA co Z EX EIICOUtITEREDATEL2.2-LEAC TO W b Q I_ _ F WATER ENCOUNTERED Q j w 10 MIN cf) LPAT EL2.2' LL O �o c) : i PRECAST CONC. TEST HOLE INFORMATION �� ACCESS COVER SCALE:MS cr y'r 4 - --- 6-INCH i ,.... —PR - WOOD ^ ECAS T STEPS LP P R O P C CONCRETE ................................. co .................................. E (14.0 PANEL. sLAB .•---------•-••---••-•----- COVERED D PORCH 8-FOOT . ' " 0 DIAMETER . Z , PRECAST -------------------•-------•_.._.. tv .......... 5 9. 9 Z LLI Y .......... [i .......I................ CONCRETE U) a . ......:...... : ! ::::::::::::. 12 LEACHING ::.....--------......---------•- (}n< N a o- POOL -------------------------------- _ a x - Q ao :• N m ........ .................................................................................. i'................... ....... :.................................... TYPICAL Z •OPOSED •-•�•�•• •• •-••• � LEACHING POOL DETAIL �a LEACHING POOL NOTFS "ALL-'ITS 1 ••••.•' ^ ,•1 A/ L L WdO(2)8-FOOT DIAMETER X G-FOOT DEEP PRECAST CONCRETE LEACHING PDOLS. L..••' / C YY i - MINIMUM 1&FOOT COMBINATION EFFECTIVE LEACHING DEPTH OP POOIS. L �J M. - G-INCH PRECAST CONCRETE SLAB COVEP.1N111 CONCRETE LID, 1 MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE.MAXIMUM 24-INCH. DATE:12-14-21 W E L L f N G FFL 1 MINIMUM TOTAL Of 300 SP EFFECTIVE LEACHING AREA FOR UP TO 4-BEDROOM HOME. 1 EX15TING 501L CONDITION STATEMENT SCALE:1:10 Q ....,. CRAWL(.J.O SpL TEST HOLE DATA E PLACED ED IN DESIGNER:TAO ............... LEACHING P0015 RE UI RACED 111 MCLEAN3T 017 V ARID GRAVEL ONLY(5P,5W). L.::...:............ .................................................•.......:.-:. ... 0 5' 10' 20' 1 - IEACt11t1G FOOLS RECUIRL MItIUMUM 3-f00T VERTICAL SETBACK FROM HIGHEST EXPECTED SHEET: F GPOURIDV/ATER - HIGHEST EXPECTED GROUNDWATER AT B.2.2'= REMOVE MID REPLACE UNSUITABLE SOILS IF N ECESSARYLNTH CLEAN SA ND AND GRAVEL FORA ........... i DIAMEEROP 5IXFEET FROM LEACHI NG G POOL 3 FOOT COLLAU,EE DING DOtVTI INTO THE EXSTIR G ................. ....... //�/�T ::::.':.'.::::':..':��'� � ...................__...____._..................... l//I�I� _ I ACCEPTABLEMATERIAL l5P SAND). 1.Copyright 2022,Alphonse Pesce Jr.,Co.,Inc,Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,sub-division 2,of the New York State Education Law, 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution listed on this boundary survey map. 5.The certifications herein are not transferable. 6.The location of-underground improvements or encroachments are not always known and often must be estimated:lfany underground improvements or encroachments exist or are shown,the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not intended to guide the erection offences, retaining walls,pools,planting areas,addition to structures and any other construction. ,MAIN BAYVIEW aUAD Q'0'7'00"E PK NAIL IN UPOLE 18 5.0 0' EL.16.0 8-61.Oa' PIPE FOUND O O O O LO O ® C\P C\2 —x—x-1 x 0 0, 24.0' CONCRETE FOOTINGS ❑_ ❑ ❑_ ❑ ❑ r, Z i 13.0'N 12.4'� "' 15.8' F 7 U_ X CONCRETE Z i o FOUNDATION J fx FOUNDATION EL.14.8 M A X 0.0' 59.9, r, � i 5.3' � x ® Ey I x O U i u W x x E- 8 PIPE FOUND LO 0 LO Cr\2� N V1 W o N64007'00"W 115.00' LO 0 LO o ' L' LO CV COY CREEK Lo 0 LO '70.00' N640 0'7'0 0"W NOTES: Non-visible easements,recorded or unrecorded are notshown. -Underground foundations or substructures not visible are not shown. SURVEY FOR FOUNDATION LOCATION: MAIN BAYVIEW ROAD AI 0nP e$rr r. NEW TOWN OF SOUTHOLD $ � pF rp COUNTY OF SUFFOLK, STATE OF NEW YORK D 3urvrgur o PEA 00 N.Y.S. Lic. No. 048365 DIST: 1000 SEC.: 87 BLOCK:5 LOT: 23.6 SURVEY DATE: MARCH 14, 2022 JOB: 22-145 5 CIRCLEDALE LANE Fij, 0465 �Q FOUNDATION LOCATION: MAY 11, 2022 JOB: 22-260 HOLBROOK, NEW YORK 11741 SFD LANp =30' 718-486-5408 631-585-5317 1.Copyright 2023,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,sub-division 2,of the New York State Education Law. 3.Onlyboundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyors original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association`otProfessional Land-'Surveyors;Inc:The certification-is•limited-to-persons-forwhom-the boundary survey-map-is-prepared,to-the'tift company,to`thEr governmental agency,and to the lending institution listed on this boundary survey map. 5.The certifications herein are not transferable. 6.The location of underground improvements or encroachments are not always known and often must be estimated.If any underground improvements or encroachments exist or are shown,the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not intended to guide the erection offences, retaining walls,pools,planting areas,addition to structures and any other construction. MAIN 70"'AYVIE I10AIT)" UTILITY POLE EDGE OF PAVEMENT —rnnv�am—omv v—_ APR84ROON anv�-oNw�oMv--am—oxw�—o owv_�oMv__onv—_onv�—o w_onw— S64007'00"E UTILI LE 185.00Ul 4 I 861.00' s4 9 PIPE I W < ELEC FOUND m 3 METER O ^ O o zim p �1 o �/� o Y^r, I f~p m 3 L O 4\ OCQ I. W v u> G PAVER WALK < U rrrrrrrr '� ° / Uj Y4.1' 07 OPEN PORCH SYNTHETIC DECK I r, U W -j m-rfn' 8' 6-� w c� �rn-rrr�N 12.5' n-rr LL ! �v- 12.7' 15.9' 2 STORY z ',COBBLESTONE URe E $ ATTIC FRAME ® DWELLING M FFt 16.3 Z GR. '32 y, HIDGE 44.9 0 �� l 0 65.6' S JJ �UJJJJJJJ _IJ_W_ JJJ r JG7- a0 9 6�1 0 SYNTH. SYNTH. ® DECK E- ST STY BALCONY + tT H, @ 2ND STY. W '• ,' > 0 m s v V EXTENTTS OF DIS1ilR6ANCE `fist r -' _ E-+ -' - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE r� Date- 3/30/24 H.S. Ref. No.. R-20-1537 The sewage disposal and water supply facilities at this location have been PIPE inspected and/or certified by this Department or other agencies and found FOUND to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. Cq 0 LO CRAIG KNEPPER, P.E.,CHIEF N Office of Wastewater Management W o N64"07'00"W 115.00' co LO R LO CQ LOG Y C E E C ®RE N 6 40 0'7'0 0"W 70.00 NOTES: Elevations are shown as X 00.00 and refer to NAVD 88 vertical datum -Non-visible easements,recorded or unrecorded are not shown. Underground foundations or substructures not visible are not shown. FINAL SURVEY: MAIN BAYVIEW ROAD A10ans p 0 p$re, 'r, �. 9 TOWN OF SOUTHOLD NW �� r f ssi�nttl +g€iit ` COUNTY OF SUFFOLK, STATE OF NEW YORK 1x; ,r MAP OF DESCRIBED PROPERTY f , - � N.Y.S. Lic.No. 048365 , . DIST: 1000 SEC.: 87 BLOCK: 5 LOT:23.6 SURVEY DATE: MARCH 14,2022 JOB: 22-145 5 CIRCLEDALE LANE FINAL DATE: DECEMBER 15, 2023 JOB: 23-528 HOLBROOK, NEW YORK 11741a `gip =30' 1 718-486-5408 631-585-5317 0 Ridge Vent Q Rldge Vent W wow W 12 U wow Framed 7 V Chimney z z W � OWE Rdge VeM ASPHALT SHINGLES 7 1� IQ7 WoodW Fhimed ne Rld a VeVentO 8'facia Chimney 9 Ridge Vent vinyl vented aolAt TOP OF PLATE i��� �♦♦ -- - ----—----------- i ♦ W I ♦ laaaaas ♦ -ASPHALT SHINGLES ♦♦ /� O ROOF BEYOND ♦ \` i ♦ ♦ 8'RAID 1111 MI P OF 3USFLOOR GUTTERS S LEADERS ♦♦♦ O OVERHANG AS REQUIRED rnyl Sk TOP OF TE TYPICAL ♦ LO , Mi Wood deeps and lending to grade.handrail end GuaMreN te diode m 1111- I�AI�1�1 II t_1W Vinyl Siding TOP 8UBFLOOR $ ti TOP OF NDATI N 10 ZN /N N I P�WLACCESS b ti ; FINISHED GRADE 1 1 1 1 FINISHED GRADE I I — TOP OF CRAWL I i l I I 1 1 I I I I M --EL0.o 1 I I I I nc n,B I" — — — — — —Ii — � `------------------------------------------------------------- — — — — — — — — — TOP OF FOOTING ' ------------------------------------------------------------ '+ —JN � fe 7 a��E.� m c m R ELEVATION RIGHT ELEVATION rn N Q to s SCALE: 3/16" = V-011 SCALE: 3/16" = V-0" Chimneys shag extend at best 2 fast higher then any portion of a bulking within 10 feet, but Mall not be less than 3 fast above the highest poled where the chimney passes through the roof(R1001.8) I LA N Ridge Vent Rldge Vent Wood ASPHALT SHINGLES Famed Chimney ASPHALT SHINGLES Etl--, 12 L 10 2D40 single � Ridge Vent o NG hung Vinyl Slding GUTTERS 6 LEADERS AS REQUIRED TOP OF PLATE TYPICAL 12 Wood —. -----'----- - - -- - ---- W Framed Chimney MI o QC co OVER R ANG a a a TOPOF UBFLOOR ASPHALT SHINGLES —• TOP OF PLATE — -- - WryI SWing Vl Wood amps and landing I to grade.handrail and t Guardrail to code 0 C3 E as li• 1� �'Y � � $ ';ti EL 16.0 TOPOI SUBFLOOR a M111111111 11 VL TOP Of FOUND TION � � • R i 1 1 1 1 11 1 1 11 1 1 t I }'� 1 i 1 p Wood steps and landing v 1 1 1 1 I I I I I I I to grade,handrail and 1 1 I 1 I r p TEL 0.0OP OF CRAWL. i I I I I I I 1 Guardrail tocode 1 I I I I 1 I M I II 1 I 1 I M I I '------r-------- *---------------------------------�+---'T---�---++ 1. —12 —1— — - - — — t- — L — — — — — �1— —1— — — — — — — — — in Ph Notes: LEFT ELEVATION FRONT ELEVATION RRound Porch Columns O am plan for size, 3W High re0kp to Code Space balusters maxkrwm SCALE: 3/16" = V-0" SCALE: 1/4" = V-0" 4-apart. n a rVA►�, P4UMBER CERTIFICAT10h AARPRVEDAS N T D ON LEAD O01VTENT BEFORF'- � CERTIFICATE OF.00CUPAN(.DATP.# SOLDER USED IN WATER FEE: Y: G SUPPLY SYSTEM CANNC- NOTIFY BUILDING DEPARTMENT AT . EXCEED 211O OF 1% LEA1). 765-1802. 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH • FRAMING & PLUMBING 3. INSULATION rLEJ 'BfN 4. FINAL - CONSTRUCTION MUST ,-I ALL PLUM BING WASTE BE COMPLETE FOR C.O. WATER LINES NEED ALL CONSTRUCTION SHALL MEET THE iNG;.$EF?QR,E C�1(ERING ;: REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PL.gCARDING REQUIRED S0IjTH0L0-=N'Z9A— TOWN PLAN OARD UTHOLD TOWN TRUSTEES .DO NOT PROCEED-WIT ;FRAMING UNTIL SUAV ;Yn; N.Y.S.DEC 4F;FOUNDATION:LOCATION. HAS'BEEN APPROVED. : Blower door OCCUPANCY OR and ductwork USE, UNLAWFUL testing required. NITHOUT CERTIFICP' Must provide Manuals ': OCCUPANCY n, 3 and S as per NYS Energy Code All exterior lighting RETAIN STORM WATER RUNOFF installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE, to Chapter 172 of the Town Code Gen. ekated by REScheck-Web Saftware i ficate om, pliance -Gartn Project 8150 main bayView red Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Constructfon Conditioned Floor Area: 1,434 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD)' Permit Date: 'Permit Number: Construction Site: • Owner/Agent: Designer/Contractor: 8150 Main bayview rd paul frade robert higgins architect South6ld,WY :50'hidden acres path wading.river,-NY 11792 Compliance:-3.2%'Better-.ThanXode Maximum UA: 444 YourUA: A30 :Maximum SHGC: ,0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off,rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies- Gross Area Cavity Cont. U-Factor UA Assembly or R-Value R-Value Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,672 30.0 0.0 0.035 77 Ceiling 1: Cathedral Ceiling 100 30.0 0.0 0.034 3 Wall:Wood Frame, 16" ox. 2,749 15.0 3.0 0.061 138 Door: Solid Door(under 50%glazin_g) 80 0.250 20 Door 2:Solid Door(under 50%glazing) 20 0.250 5 Door 1: Glass Door(over 50%glazing). 40 0.300 12 .SHGC:0.30 Window:Wood Frame 345 0.300 104 SHGC: 0.30 Well 1:^Woad Frame,.16"a.c. 408 15.0 0.0 0,077 31 Floor:All-Wood:jdjstffruss 1,765 30:0 -0:0 0.,033 58 Complidnce Statement. The proposed building design described e is consistent with the building plans, specifications, and other 1� calculations submitted with the permit application.The propos it is has been designed to meet the 2018 IECC requirements in r REScheck Version : REScheck-Web and to comply with the maja kqe9NquIrements Ii d in the REScheck inspection Checklist. ROBERT HIGGINS ARCHITECT 6/2/2021 Name-Title Signatuff Date Project Title-."8150-main-bayview-M R-Pport-date: 061.02/21 Data filename: Pagel of 9 RES eck So tware Versibn :- REScheck-Web, lnspection :Ch 4 etkilst . Energy Code:- 2018 TECC Requirements: 95.0% were addressed directly in the REScheck software Text'in the'uComments/Assumpficynsm column is provided by theuserinthe REScheck Requirements screen.'For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is iternized.:in.a.separate table-,a.reference to that table is.provided. Section , 'PI , Prp4nspecti6nip Review" �aiU I Comments/Assumptions.; R 103.1, Construction drawings and "TIComplies Requirement will be met. 103.2 :documentation demofistrate- Does Not IPR111 !,energy code compliance for the Observable �building'envelope.thermal :envelope represented on ;',";_,,UNot Applicable construction documents. 103.1, Construction drawings and ODcomplies Requirement will.be met. 103.2, ;documentation demonstrate 403.7 ;energy code compliance for Not Observable .[PR3]1* lighting and mechanical systems. Systems-serving-multiple Applicable dwelling units must demonstrate R, compliance with the IECC n ;Commercial-Provisions. Heating and cooling equipment Is; Heating:, Heating: ,C[Compries ;Requirement will be-met. ,40 �i_" sized per ACCA Manual 5 based Btu/hr Btu/hr UDoes Not JJPR2]2, on loadsTcalculated,per ACCA Collin Cooling: -UN -Obser 'Manual J or other methods ot vable Btu/hr Btu/hr ".1,approved by the code official. otrApplicabie Additional Comments/Assumptions: 1 High Impact(Tier 1) c2i Medium Impact(Tier 2). 1��S J Low Impact(Tier 3) Project Title: 8150 main bayview,rd- Report'date: 06/02/21 Data filename: Page 2 of 9 l ,Section': :..<. # aFoundation,inspection. Complies = Comments/Assumptions 3012 ',,.',,(A protective covering is installed to LJComplies ;Requirement will be met. [17011p' ``protect exposed exterior insulation ;C]Does Not : "; ++., and extends a minimum of 6 in.below ;;grade. :E]Not Observable E)Not Applicable i 403:9 :.`;;;; snow-and ice-melting system controls„QComplfes ;Requirement wiltbe met. jF012]2' IY installed. 06 Not ; '' t tONot Observable ;.. ;ONot Applicable Additional Comments/Assumptions: 1 .High Impact(Tier 1) 2r Medium Impact(Tier 2) 3,Low Impact(Tier 3) ProjettTitle:8150 main bayview•rd Report date: 06/02/21 Data filename: Page 3 of 9 5 ectiain_, Framing;%Rough-In inspection plans Verifieai` ,'F.ield:Verified' ComJ lies?' Comrinents/A&suanptioris;: &'Re a1D Value Value >' 402.1.1, ;Door U-factor. U- U- ;OComplies ;See the Envelope Assemblies 402.3.4 Oboes Not ;table for values. [FR111 ?ONot Observable ; ONot Applicable 402.1.1, I Glating Li-factor(area-weighted U- U- iOCompfies ;See the Envelope Assemblies 402.3.1, average). ;Oboes Not ;table for valves. 402.3.3, 402.5 ,ONot Observable [FR2]1 ;ONot Applicable 303.1.3 U-factors of.fenestration products€-?: .;w'= ::,;.','`' ;`' '';_., -;: OComplies ;Requirement will be met. [FR411 ;are determined in accordance a Ilboes Not j with the NFRC test procedure or ( ; "" Observable :taken from the default table. nr=:.=s __ ;•; "<-;N:,;, C3NotApplicable 402.4.1.1 Air barrier and thermal"barrier , =OComplies Requirement will be met. [FR2311 ',installed per manufacturer's { r UDoes Not instructions. ,k {1J N, ONot Observable. ,ONot Applicable ; ' not 't builtRequirement will be met. 402.4.3 Fenestration thatis site " p q [FR20]1 IJs.listed.and:labeled as meeting vODoes Not ;AAMA/WDMA/CSA 101/1.5.2/A440 .' ; or has infiltration rates per NFRC nV �1Not Observable -400 that do not exceed.code i '*3ONot Applicable ` W limits. `>.s :A i:'r' ' w , n 402, :A'5 g„1C-rated recessed-Ji kiting fixtures; i. a`_ ;OComplies 'Requirement will be met. 7 [FR�16] `sealed at housing/interior finish '��1 ��r"�ODoes Not and labeled to indicate s2.0 cfm ; leakage at 75 Pa. $ +� x k } < ONot Observable :}: ,k, ONot Applicable 403.[3.1 ;Supply and return ducts in attics _ x OComplies ;Requirement will be met. [FR1211 ;Insulated >=R-8 where duct is Does Not >= 3 inches in diameter and>= r. " ,.;,'. r ,O IR-6 where< 3 inches.Supply and �, °�t�;� Not Observable- - :x, return ducts in other portions of l' =- `nONot Applicable ;the building insulated >= R-6 for - diameter>=3 inches and R-4.2 Ifor<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter r.;; -F_`'Y;' - ;f, 't:,OComplies ;Requirement will be met. IPRI311 boxes are sealed with :tODoes.Not joints/seams compliant with j ;International Mechanical'Code or ,a ONot Observable I ' OInterhat onal Residential.Code,as ot Applicable.. ; l applicable. t lk ,,; Building cavities are not used as -ny; - ,OComplies ;Requirement wilt-be met. IF111.513' �iiucts dr•plenums ` � ° � Opoes Not M;v £ y ON.ot"Observable 403:4t rl,,'` HVAC piping conveying fluids R- R- _] Complies ;Requirement will be met. [FFU, f above 105°F or chilled fluids _fl.Does Not :below S5 QF are'insulated to-?fib- ; J 1 bNot.Observable, ;ONot Applicable 403.4.1- Protection of insul at'on on;HVAC. ` s �Req.uirement will-b met,Com ties [FR2411 piping. Does Not �• � ea ;F'r"_ _ Diu ,i� �'-�i,��';ee? i rONot Observable , Not Applicable 403.5,:3 ;;Hot water pipes are insulated to R-Y i R- OComplies 'Requirement wilt be met. ,.'>R-3. 1 ODoes.Not ,ONot Observable ;❑Not-Applicable i 1 High Impact(Tier 1) R2.`Medium Impact(Tier 2) °3 Low Impact(Tier 3) Project Titte: 8150 main bayview rd` Report date:- 06/02/21 Data filename: Page 4 of 9 SecAC tion. # Frarniglgl•;/Rough4h Inspection Pians Verified.:• T Eleld,Verified Gom�lies? Comments/Assumpt ons Re :IIT Value. Value 9 403 6 d�Automatic or gravity dampers are ;Requirement will be met. installed-on all outdoor air i ''✓]Does Not intakes.and exhausts. * `,t ❑Not Observable ONot Applicable Additional Comments/Assumption';: 1 JrHigh Impact(Tier 1) 2`, Medium impact(Tier 2) 3' :Low Impact(Tier 3) Project Title: 8150'main bayview rd Report date: 06/02/21 Data filename: Page 5 of 9 i Insulation Ins pection Idd, n ii SO ot Value 'LICU111plies !Requirement will be met. 303..1 �All installed insulation is labeled INI3]2 th e e installed R-values Not provided. Observable Y -;E3Not Applicable 402.1.1, Floor insulation R-value. R_ R_ complies See the Envelope Assemblies 10, 1 table for values. Wood [IN1]1 R Wood Does Not Steel, EJ Steel ;E]Nbt Observable ;ONot Applicable ;Requirement will be met. 303.2, ;Floor insulation installed per -,iocomplies 402.2.8 manufacturer's instructions and ,;Oboes Not [IN2]1 In substantial,contact with.the EINot Observable underside of the subfloor,or floor ....... -Applicable framing cavity insulationis in "I ONot :contact with the top side of �. ...... ;sheathing, or continuous I insulation is Installed-on,the underside of floor framing and ;extends from the bottom to the top of all.perimeter floor framing members. 402.1..1, Wall'insulation R-value.If thisis a! R- R- (Complies See the Envelope Assemblies 402.2.5, ;mass wall with at least'1/2 of the U]Does Not table for values. Wood ❑Wood i 402.2.6 1;wall insulation on the wall D....Mass i El Mass ;E]Not Observable CIN312 - �exterror,the exterior insulation i VNot Applicable irequlrement applies(FRIO). D Steel i EJ Steel 303,2 Mall'insulation is installed per Complies Requirement will be met. [IN431 ',manufacturer's instructions. lboes Not Not Observable ONot Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) t(Tier 2) 3 Low impact(Tier 3) Project Title: 8150 main bayview rd Relport,4ate: 06/02121 1 Data filename Page 6 of 9 Sec,!on.'::. .; - 3 : .. IPa ' :V ns e'rlfied:a��,>Field Verified : -'� r: ,;' ", <'_'.,•.,,r,:.�;,:: .` '�»'�'"-; ' Final,Inspectibn Provisions.• ` .:,; Comphes� Co mmeniislAssttmptrons. Re .ID ValueValue 402.1.1, ;Ceiling insulation R-value. R- R- :.[]Complies ;See the Envelope Assemblies 402.2,1, ;❑ Wood ;,Q Wood 3Does Not 'table for values. 402.2.2, �'E] Steel d Steel 402.2,E QNotObservable [FI1]1 ;l]Not Applicable 303.1.1.1, ;Ceiling insulation installed:per h rt ,;i]Complies ,Requirement will be met. 303.2 :manufacturer's instruction-. i, �' ODoes Not [F12]1 Blown insulation marked every 300 ft'. r []Not Observable -_ b" - Applicable 4&2'.3,:;.'Vented attics with air.permeable - " C1Corrl Pies fRequirementwilt be met. �. p sc.crti p '[F12212'' insulation include baffle adjacent _ ❑ j „ Does Not f ;to soffit and eave vents'that Not Observable extends over insulation. `` _[] ' El Not 402.2.4 ;Attic access hatch and door R= ; R- ;[]Complies ;Requirement will be met. [F13]1 ,Insulation zR-value of the T]Does Not ;adjacent assembly.' []Not Observable ; ONot Appticabie 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ET Complies ;Requirement will'be met. [FI17]1 ;ach in Climate Zones 162,and []Does Not <=3 ach in Climate Zones M. j]Not Observable ![]Not Applicable �.: 402.4.2 lWood burning fireplaces have ,- �-C]Complies [F18]2 Itight fitting flue dampers and ` 'a "''[]Does Not outdoor air for combustion•. ` []Not Observable 4_C1Not Applicable 403.3i3 'Ducts are pressure tested to ; � cfm/100 � cfm/100 ',OComplies ;Requirement will.be met. [f127] ,determine air leakage with ft - ;[]Does Not either: Rough-in test:Total ; ;leakage measured-with a. ; Not Observable pressure differential of 0.1 inch ;QfVot Applicable ;w,g.across:the system•indluding ;the manufacturer's air handler ;enclosure if installed at time of test.Postconstruction test:Total. j 'leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air I ;handler enclosure. ' 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ,i]Complies ;Requirement wilt be met. [FI411 cfm/100 f:2 across the system or ftz ? ft2 ;[]Does Not <=3 cfm/100-ft2 without air :handier @°25 Pa. For rough-in '[]Not Observable tests,verification may need to ;0Not Applicable ; occur during FramingInspection. 403.3.2.1 ;Air handler leakage designated ;::°':_` ; f?,--; "'` �>0 omplies ;Requirement will,be met. [F124]1 ;by manufacturer at<=2,%of f ?[]Does Not j design air flow. `si]Not Observable i h =' J]Not Applicable 403a1.1 Programmable thermostats ;)[]Complies Requirement will be met. [FI91, r',;installed for control of primary % ` []Does Not {heating and cooling systems and rE 4 iinitially set by manufacturer ,`, j[]Not Observable ;code specifications. : „ a ;[]Not Applicable ''".' Com lies :Requirement will t 403.T.Z:° ;'';Neat pump thermostat installed ❑ p :Requ emen II be met. [Fl1b]2 on heat pumps. Y= =k^. t7Doe5.Not �,QNot Observable �E]Not Applicable 3 .High Impact(Tier 1) '2'; .Mediumdmpact(Tier 2) 3;>_ow•Impa, (Tier 3) Project Title. 8150 main bayview rd Report date: 06/02/21 Data filename: Page 7 of 9 1 "Section' '.:.:Pan V `rif ,Fi'7..":V"ri _ _ - I s e•. led . ed a feed;, .f. . ;�.,; . �-. � - Final'inspection Provisions Complies. comments%Assumptions`„ &'Re .ID. Value. Value 403.5.1:` •,Circulating service hot water �"` =" ,` w `-`-`,..c `` QComplies ;Requirement will".be met. systems have automatic or i ❑Does Not ^accessible manual controls. (]Not Observable Y❑Not Applicable 403;61 �'''3Aff mechanical ventilation system€ QComplies ;Requirement will be met. [F.125]2 ,A fans not part of tested and listed a ;❑Does Not j l HVAC equipment meet efficacy 3 t;QNot Observable and air flow limits per Table ` R403.6.1. C QNot Applicable 403.2' '•,Hot water boilers supplying heat .` - QCom_plies ;Requirement will be met. (F1263? lthrough one-or two-pipe heating ` ;',❑Does Not systems have outdoor setback ' Not O servable control to lower boiler water a ❑ b r on outdoor I` '}-=` " QNot Applicable itperatu a based em, e ature. r tmper -'`_`_," "'_'A' " .'s,i;'_ ' ' Com lies Requirement will be met. 403.5 1 1 Heated water circulation systems : J �Q p q [F12832 dfiave a circulation pump.The Not system return pipe is a dedicated j z ryZl jreturn pipe or a cold water supply l ft; 3 }� ;:,❑Not Observable w ': Eluot licab[e `;plpe.Gravity and.thermos- # APp sypbon circulation systems are i I not,present. Controls for circulating•hot water system pumps start the pump with signal; :' A:for hot water demand within the $occupancy. Controls 'automatically turn off the pump swhen water is in circulation loop j z" is at set-point temperature and , no demand for hot water exists. 403.5 1 2 Electric heat trace systemsQComplies Requirement will be met. '[FI29h a comply with IEEE 515.1 or UL ;QDoes Not 515.Controls automatically lONot Observable adjust the energy input to the t '3 Y: .,.:, r 3 []Not Applicable „heat tracing to maintain the _ ,;; 1 desired water temperature in the t piping. , 403:5.2_: ;Demand recirculation water '`>.?: _ ;;•::'' S QComplies ;Requirement will be met, ""systems have controls that kF. _. UDoes Not +manage operation of the pump a❑Not-Observable and limit the temperature of the - -' }, iONot Applicable water entering the cold water pp piping to<= 1044F. I t :Requirement a.: ,,>a. „.,.;...,-4,.,..;,;u,,u;;;'•,, ; .::.. :<i;:;> Com ies will be met. 4;d3:5 4 Drain water heat recovery units [F131Jz ,rtested in accordance with'CSA k yr Does Not vB55.1. Potable water-side - `s- ;_I❑Not.Observable ressure loss of drain water heat " m ,.i recovery units< 3 psi for `a ©Not Applicable °;individual units connected to one for two showers. Potable water- i s side•pressure loss of drain,water iheat recovery units<2 psi for , ;individual units connected to ` ;three or more showers. j 404.1 ;90%or more of per s' j E ,' ❑Complies ;Requirement will be met. [FI611 Mixtures have high efficacy lamps ❑Does Not j L, ,QNot Observable 4 Applicable 40;4:1.1:,=';Fuel gas.lighting systems have :,•'°`.:;, =.`'QComplies ;Requirement will be met. [FI23]3 no continuous pilot light. i QDoes Not �NotObservable ,❑Not Applicable 1 High Impact(Tier 1) .2;Medium Impact(Tier 2) 3h Low Impact(Tier 3) Project Title: 8150 main bayview rd Report,date: 06/02/21, Data filename; Page 8 of 9 � J , Section, _ Pians Verified Field:Verif�ed Inspection Provisions Compl►es� Comments/Assumptions Se:Re .ID' Value',.• Value i0 '.3Compliance certificate posted. �' l]Complies lz Does Not a v=QNot Observable n k ' EINot Applicable 303;3 ,Manufacturer manuals for "; OCompiies ;Requirement will be met. )FJT8�3 $mechanical and water`heating ' ` h� r `YODoes Not ;,systems have-been provided. " Not Observable - °I]Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2;.Medium dmpact(Tier 2) 3; Low impact(Tier 3) Project Title: 8150 main bayview rd Report date: 06/02/21 Data filename: Page 9 of 9 2018- 1ECC Energy/ Efficiency Certificate- 'insulati. Above-Grade Wall 18.00 Below-Grade Wall 0.00 1 Floor 30.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.25 0.30 .. . Equipment Heating System: Cooling System: - 1 Water Heater: Name: Date: Comments I i 4 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is,usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM Uninhabitable attics without storage 10 DESCRIPTION NUMBER AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Ir1CheS of FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. Uninhabitable attics with limited storage 20 10 Bathtub (with or without shower head ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Balconies exterior and decks 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOE NAIL Bidet 1-14 (exterior) 40 1a 3-8d COMMON Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOENAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON 2. Written Dimensions take precedence over scaled dimensions CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1 Od BOX (W)OR Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 FACE NAIL 3. The contractor prior to the start of construction shal I verify all and were decks abut house framing. Kitchen Sink (one Or two traps, with or Guard in fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (W) OR 18. Install joist hangers at all flush structural load bearing conditions. _ 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" Laundry tub one or more compartments) FACE NAIL TO EACH RAFTER ❑ 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, � ( p ) Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Q Shower (based on the total flow rate through OF EACH RAFTER OR TRUSS electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 � O Electrical certificates are to be provided the electrical contractor. ShowerheadS and bodysprays) 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity ` of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section Ml502 5.7 gpm and less 1-1/2 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings More than 5.7 m U to 12.3 m 2 2-16d COMMON END NAIL p y 9 Y p 9 g Vent range hoods as per Section M1503 gpm P gP disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE 3: Z More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters havingslopes greater than 3112 with 16d COMMON with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping p g 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACE NAIL P p� 9 P P 9 no finished ceiling attached to rafters L/180 3.5'x 0.162" ❑ the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") � /7 6. Cast-in-place concrete shall Ibe air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration,addition,or conversion is made to an Existing Residence, L/360 10 BUILT-UP HEADER 0. 16"O.C. FACE NAIL ALONG EDGES TABLE R302.6 5-8d BOX 2-1/2"x0.113" garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4: the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4-Sd COMMON ) TOE NAIL W 0 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL ry P Y 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls-wind loads/brittle finishes 8-16d COMMON 3-112" the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 1/2'-INCH GYPSUM OR L/240 ( ) FACE NAIL ON EACH SIDE OF END W FROM THE RESIDENCE AND ATTICS 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinityof the bedrooms, combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ❑FROM HABITABLE ROOMS ABOVE THE GARAGE R404.1.2(9). BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL � V All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING BY IRC- ASSEMBLIES p USED FOR SEPARATION REQUIRED BY IRO-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-i 6d COMMON 2 EACH 16"O.C.FACE NAIL g NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF 3-16d BOX O End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF ' ^ Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX V Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL � wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.2,1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. -A 12 FT 20 FT 28 FT 36 FT 3-8d BOX (0 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL wall and One#4 bar near the:third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM Ell 9 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 U) Wood exposed to the weatherr shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or N C Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Led Ledgers. p g g Fastening Schedule for wood structural panels E 2 g. 9 copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"Q.C. 3 5 6 8 8 = E ul 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING H o o.E h 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7:12 16"O.c, 3 4 5 6 y O1�w d 2 ° a t a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D ) PP but not less than a per strip. Type Less than or less than or less than or 4-8d BOX � � � or stainless steel. JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o E.__ o T equal to 4 feet equal to 6 feet equal to 8 feet s: 12 1s"o.c. s a 4 5 21 3 8d COMMON o � a o b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 °' U N m w s o c. All Structural connectors i.e.Simpson strong-Tie Tie or USP, etc 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON E L$•E G -- P g- wall and ceiling finishes shall have a flame spread index 5 200 No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) lod BOX 6"O.C.TOE NAIL .o o `-0 U o 0 o 0 shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches 8 inches a t N� >� CD 2 Y E o &attics shall have a flames read index:5 25 based anchor with p ` on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT 2 i0d BOX °�E ° t° o= 3 2 inch embedment 23 BLOCKING TO JOIST EACH END a w N ° 3 L � c�'3 0 9. All Engineered Wood Products such as"Trus Joists,Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o'�o o ii 8 ")�,s Smoke-developed Index: R302.10 len ht N rn Y _ a� `.. installed in accordance with r the manufacturers latest installation details, g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT a " aZ s g rn CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX y m•c G � v;o w •c 3-16d COMMON TOE NAIL az = � a+ �- 3 o E Framing connectors,Allowable Hole diagrams, specifications, etc, wall and ceiling finishes having asmoke-developed index 5 450 BLOCKING TO SILL OR TOP PLATE L � ro �.�� "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw C v o 6 o 2 o c m "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have asmoke-develo ed index s 450 tested with ASTM E 84 or UL 723 based anchor with 12 inches 9 inches HEEL JOINT AJDUSTMENT FACTOR :? o o Co °? _ N° o g P p p 16 inches H e/ H r 3-16d COMMON •- = t= E E t o 2 inch embedment on center 25 2" PLANKS PLANK&BEAM FLOOR 6 ROOF AT EACH BEARING,FACE NAIL 2 o �,N +o = a� N "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv= 300 psi on center on center ( ) 4-10d BOX 'z:_ r y-0 = r_ len ht 1 / 3 1.5 < 'n a., °' ° 28. SWIMMING POOLS. Shall conform to Section R326 m u o L a� c =3-0= rCa) 0 .. t3 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, g L o � L 9 o a� each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST ►- o m m f- m E a._ o n a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 5 1.25 3-1fid COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, Sill height of not more than,44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b. Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 1 Od BOX STAGGERED ON OPPOSITE SIDES O.C.FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of i 4-16d BOX O = this section shall be posted near the electrical panel or water heater b the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL W opening of 5 square feet. P P y 3-16d COMMON I" not less than 2 inches into the building frame. Fasteners shall be located not less than �B. Minimum net clear opening height shall be 24 inches. I- (� � CC 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" OR W C: G C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST ( ) EACH END, TOENAIL W Cn D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". RAFTER UPLIFT CONNECTION FROM WIND 2 8d COMMON(2-112P') J d.Where screws are attached to masonry or masonry/stucco,they shall be attached :) z z C) from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR J z N WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 0 Q 0 F" .1--aan emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN W Co Exterior glazing in buildings located in Wood-Borne debris regions shall FEET ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING � W Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: (FEET) = V E � be protected from wind borne-debris. W ❑ It shall be the responsibility of the General contractor t his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS V DESCRIPTION OF W tv EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design,calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301:2.1,2.1 ROOF PITCH ROOF PITCH NUMBER AND TYP to LL � � a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new,existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE !ROOF SHEATHING W Cn stamped b a professional engineer if required b the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: PANEL EDGES SUPPORTS GABLE END WALL FRAMING J P Y P 9� q Y 9 P P 9 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON( continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 FLOOR,WALL) 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Handrail Height measured above stair tread nosing,shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. ig 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair frorn a point directly above the top riser of a flight 0-- 6" DIAMETER -� Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 28 348 358 476 446 a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 ONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" :`r "I", "ll", "III", "IV", OR"V" 33 FIBERBOARD SHEATHING 1-1/2"GALV. ROOFING NAIL 3" 6" 16"O.C. 36 469 438 538 547 W above the floor or grade below shall have a railing not less than 36 inches 0 in height. Railings shall have Top rails and Balusters and Bottom rails that are : � ' REFLECTIVE RED 16"O.C. 42 535 499 664 622 FIB STRUCTURAL CELLULOSIC ,� NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 34 1 3/4"GALV.ROOFING NAIL 7 7 9 9 PANTONE#187IBERBOARD SHEATHING o (11 Z by the riser,tread and bottom rail of the guard rail.at the open side of a stairway 16"O.C.oC 48 599 559 745 697 are permitted to be of such a size that a 6 inch sphere cannot pass through. -, 35 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" N p Q Open sides of stairs with a total rise of more than 30 inches above the floor or j , ui 6 i grade below shall have guards not less than 34 inches in height measured ,' TABLE 507.9.1.3(1) 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7�� -t vertically from the nosing of the treads. REFLECTIVE 36 �" � Q WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION < W 13, WINDOW FALL PROTECTION: Were the top of the sill of an operable window �,,' -- JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 7/16 min. StrUCtUral pIyW00d CONNECTION TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior --.--.- of the building,the window must be provided with a window opening control device Panel, Attached to DETAIL <6' 6'1"TO 8' 8'1"To 10' 10'1"To 12' � DESIGNATION FOR THATAR OF 1/2"DIA. LAG SCREW MINIMUM NAIL MIN WOOD MIN.WOOD that compiles with R312.2.2 Window Opening Control Devices. �� Frame In accordance WALL NAIL SPACING COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30" 23" 18" 15" STUD TRUSS TYPE CONSTRUCTION with Table R301. . .2 & 1/2"MAX SHEATHING STRUCTURAL PANEL. NAIL SIZE PENETRATION STRUCTURAL 14. FIREBLOCKING AND DRAf=TSTOPPING: Fireblocking shall be installed in STROKE 21 SPACING accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code Wind speed: 140 1/2"DIA.THRU BOLT PANEL SPAN RATING THICKNESS EDGES FIELD installed per R302.12 thru F1,302.121 GIRDERS AND BEAMS of New York State No of stories: 2 & 1/2"MAX.SHEATHING 36" 36" 34" 29" 6d COMMON NAIL "R" ROOF FRAMING (2.5"X 0113") 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" � Mean Roof Ht: 30 ft " Fireblocking materials R30�..11.1 shall be as follows: 121 TO 14' 14'1"TO 16' 16'1' TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL 1.75 INCH 24/16 7/16" OR 112" 16" O.C. 6" 12" 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA, LAG SCREW (2.5"X 0131") 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance & 1/2"MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan W rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio: 3:1 1/2" DIA,THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD Nailing SChed: Table R602.3(1) & 1/2" MAX.SHEATHING 24" 21 19" UL 263,for the specific applications GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS `./ Applicant shall provide engineered wood placard APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS O on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING V Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) _4 OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS I-� kn Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 1/2 8" 16" 04 � = > M WALL EITHER DIRECTION 16"O.C. N rvo M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration W -D rx Refer to General Notes for Panel CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS MM bfj .fl Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 5/8 WALL1211h� -" O Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. EITHER DIRECTION 16"O.C. 7 Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-7/8"(LONG 6d COATED NAILS OR C) �/ C) ct Sand, silty sand, clayey sand, silty gravel and clayey gravel �I (SW, SP, SM, SC, GM and GC) 2,000 psf 5/8„ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" ESCREWS SHDAIj„ti,(,�t�l LY WITH ^ O BENEATH HABITABLE ROOMS c Clay,sandy clay,silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) HH' O (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end all r mi " ► c d/ a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports s all •� �► 6' the allowable bearingcapacities of the soil shall be art of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN p p SPECIAL SEISMIC minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. t�:,.•s GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP _ + t are likely to be present at the site, the allowable bearing capacity shall be ZONE 4`,,.` . ' _• determined by a soils investigation. 20 LBS 140 NO NO NO M B SEVERE 3'-0" 11 HEAVYE 11 YES No 1500 or less 52.1 �?( .�'� f;y :rat M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table, 0', O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o ro•ro ° 1' ------------------- _I CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° Min. /4"net header Header e e 6-16d sinker nails Bader with .• ° ° ° I 3"x 11 1 d He fasten king stud to h • METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° ° P shall occur at to of wall �= = — = n•_ — -� �- — —•�• PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG ° e ,I ICI ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° fasten top f 16 sinker ker nails is F ° Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"edge •I I•I I•I i' PER TABLE R602.3(1)OR R602.3(2) a fastened to the required per R602,3.2 e VARIES BY FASTENERS 2-16d NAILS EACH SIDE king stud with Braced wall line •I I I I I I, I, i o 6-16d sinker nails continuously sheated \ Minimum 40lOOlb header to-to -stud s ° y with 1/2"wood ° 1 .I II I I METHOD CS-WSP: ° x Fasten sheathing to header with 8d common nails in 3 in.grid strap on botlh side of opening AS PER TABLE R602.3(3) m m ern as shown and 3 in.edge in all framing studs and sills structural panels •I I'I �' ' ° i, P g( ) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS z ° rn !° Q •I I I 8d @ 6"O.C.ALONG c Minimum 40001b header-to-jack-stud strap WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ° �, I° I P BRACED WALL PANEL 8d @ 6"O.C.ALONG on both side of opening pp .I (01.131 X 2.5"LONG) BRACED WALL PANEL o penin opposite side of Panels lice edges shall occur over BRACED WALL PANEL ° sheathing p g .I AT 6"O.C.ON EDGE AND 12" O.C. o s ° ;° 9 ° and be nailed to common blocking I• IN FIELD BRACED WALL PANEL BRACED WALL PANEL x a ° Min.Double 2x4 framing covered with minimum ° within the middle 24"of the portal BRACED WALL PANEL ro twoole hei ht. W V I' BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° I. 1/2"thick d nails panel sheathing g g One row of 3"edge nailing y � !° with 8d common nails @ 3"edge in all framing is required in each panel edge. 2 I SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG r I if needed I I 3-16d @ 16"OC ALONG ° I. (studs,blocking,and sills)typical (_0 I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH I° W I'I I•I BRACED WALL PANEL 3-16d @ 16"OC ALONG BLOCKING OC EAC !, Min Double 2x4 or WITH TABLE R702.3.5 OR BRACED WALL PANEL ( ) ° = I I I• TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL ° ! 2'to 18' finished width e J. SHEATHING i° per TabletR602.10.5 Minh 16" 2x6 King&Jack stud ° 1/2"min.thiickness wood structural P panel sheathing _ _ CONTINUOUS RIM OR Min double 2 x post _J — — — — — - 'I:j — — = 4. CONTINUOUS RIM OR 'I . I'I END JOIST ° ! No.of jack studs per >Q I.1 I• VERT►CAL JOINTS IN PANELS SHALL OCCUR END JOIST ° ° Min.(2)2x4 type Table R602.7(1&2) > •I I•I OVER AND BE FASTENED TO COMMON STUDS. 'I I° Min.(2)1/'2"Diameter anchors s I 1 I' HORIZONTAL PANEL JOINTS IN BRACED I 2-16d NAILS EACH SIDE installed per section R403.1.6 r n WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer �/J ,1 INTERIOR' 1,1 AND BEN BLOCKING 1-1/2"THICK I. FULL HEIGHT BLOCKING COMMON BLOCKING ADDITIONAL FRAMING ,1 SPACING I I I I I' CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I II !•! i. 2 X 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG M BRACED WALL PANEL W •I I•I I'I i• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602 10 6 4 W I' ,I II II I, •I !•! I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2 Attach Sheathing to Q BRACED WALL PANEL CONNECTION WHEN Band or Rim joist nail sole plat Attach Sheathing nail sole late Q j °i° P 9 ° P •,_ _ — — i, — — 1'i_ — _ —,• BRACED WALL PANEL CONNECTION WHEN 8D common vials to joist per Band or Rim joist wi , to joist per PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c,Top an Sub-Floor nailing sched. 8D common nials nailing sched. v FRAMING Bottom °e o° at 3"o.c.Top and — o° Rim Joist ` ) FRAMING Rim Joist Bottom ° ° ° ° PHoldowns ° per Plans FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° nchorBoltsandBRACED WALL PANEL AS PER perplans 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 co CEILING OR FLOOR JOIIST DIRECTION Simpson 1-1/4" galy. x 20 gage ENDWALL—► H2A Stud To Raft;--, coil strap with (5) 8d common Connector _ Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4 to 15-1/4 at each Rafter. With FLND CEILING JOISTS E•° LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o �,y A Strapping _ braced wall panels m o E y (JD01�EQ'IONAL ISTS-SEE PLANS p �� �� PROVIDE@STRUCTURAL RIDGES s, oat Openings iv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field �, m w = ro N o =.2 E Each Rafter on Each side -S 5 o - .-, =o Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing s E M8 o 0 C , BLOCKING shall have SolidBlocking of Ridge to have a Y o N cL t o= o plywoodsheathing Schedule Dwg-1 g TYPICAL @ Plywood u o `5 AT 48"OC all PI ood Joints 2 o 0 0 U w o U Y Simpson LSU skewable hanger _ _ �- SIMPSON H2A 2-BAYS IN = N` N Y �n . K. f ° `o BLOCKING @ 48 INCHES ON CENTER Solid blockingbetween at each Rafter. With " g w •o ; L Cr 3 8 ro 1-1/4 x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter — o o o o a ( s Strap with (5)-8d common nails 0 _ 0 c Y = plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate ° = N m a — °' r " in each end. catch 'ack studs o _ = L a) In = o i= SECTION A-A along length of braced wall (5) 8d x 1-1/2" nails in Stud t Look Out Blocks ° L a= e � �'.0 o o 3 o Comer Holdowns Refer to plans panel. an window Or door Header. Less than o c'- ° I. s E In r- o a ° p C:_L = N to._ ... END WALL BLOCKING DETAIL for locations M Typical each side and ALL Gable End Wall or Equal M?z= <C a) mo o^ if required windows and doors. N -= M - L FOR FLOOR AND CEILING BRACING to 12" °' ` �E ro r- RIM JOIST BLOCKING BETWEEN RAFTERS (7a BRACED WALL PANELS H �0InCcCr I-- MEocon NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R802.3 r^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS y J AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 '^ PER NAILING SCHEDULE. �` NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Z (� 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. V 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED ^^ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-SD NAILS �.L.. J EACH END O Q 0 W 2X P.T.LEDGER; MUST BE ONE SIZE O � Q GREATER THAN DECK JOIST AND TREATED WOOD CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC T EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH COMPOSITE RAILING ..1_ PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I SYSTEM VINYL RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X W WOOD SCREWS . OUTER THIRD CUT ALL THRESHOLD CAREFULL I j TOP AND BOTTOM RAIL see Schedule on DWG-1 AT s"oee. POST TO HEADER CONNECTOR FLASHED&CAULKED TO tip of lag screw shall fully extend beyond i AND COLUMN COVER AND OF SPAN ONLY PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS li' LENGTH EXTERIOR OR ATTACHED PER i I FOR CODE 4"TREATED POST SIMPSON ABU POST 12" Min BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION SI CONCRETE BRACKET SIMPSON LUS26 @ 2X6 Igl SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X10 114 JOIST 0�' THAN 50% AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE SPECIFICATIONS. CONNECTOR SCREW 2"MIN. _. 1/6 JOIST PLATE WIDTH < 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 O 1/2"DIA.GALV BOLTS W/ GRADE ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. S 0 2 x JOISTS I DEPTH,MAX. METAL TIE FASTENED ACROSS AND `" LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR � TO THE PLATE AT EACH OF THE USE WITH THREADED ROD 0 NOTCH WITH 8-10D NAILS EACH SIDE I SIMPSON DTT1Z W/(6)SD#9 x 1 1l2"SCREWS O 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4" Metal C Z ALLOWABLE LOAD PER TIE:840 LBS CV NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR �le• Cloil Strap 20 Gage N AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS Z-) Solid sawn joist and rafter ;o. 12" Min (51) 8d common nails Q 14"DIA.CAST-IN-PLACE W R507.6.2 SIMPSON H2.5 AT r- U) W TOP PLATES OR FOOTINGS MUST CONCRETE FOOTING,DOWN n otch i n g and boring limits. in EACH END at � BLOCKING EACH JOIST TO VIRGIN SOIL +• Q PIPE BEAR ON EACH Stud. Q W SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) �� U ALLOWABLE LOAD PER TIE: 1,825 LBS ; SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS NTS 8d @ 6 oc Along IY MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL PENTRATION OF EACH END OF DECK: JOIST CONNECTOR Braced Wall Panel FIGURE R602.10.8(1) FIGURE R602.6.1 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING C4n TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION Ca� PORCHES & DECKS NTS WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE LEDGER BOARD ATTACHMENT TO BAND JOIST WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 q NTS 1 � 11 12 DECK GIRDER & RAILING DETAIL 13 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS N e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap pp Hot Dipped Galvanized Strap FASTENERS with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails DECK STAIR z SEE TABLE 507.2 ? IN 2 ROWS at each stud at each stud TOP PLATES TOP PLATES Strap may bea ttaced OVER at each stud P the plywood OR directly to Strap maybe attached OVER Strap may be attached OVER Q >n 5.5"MIN FOR 2X8' c the plywood OR directly to a� o OO © © o Studs. the plywood OR directly to W 5"MAX 6.5"MIN FOR 2X10 Studs. Z STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 - Studs. GRADE Q ;..4`1) . 4 o BORED HOLE MAX. DIAMETER 60% OO @ O UO (V rap strap under sill I (� DIAMETER 40% (PERCENT)OF STUD r U v ^ r. > M �✓ and attach to sill plates � (PERCENT)OF I DEP`H BLOCK SOLID r''� ••a ° 3-16d @ 16" oc Along D o Z � l -a � a STUD DEPTH 2"MINL ; ;; c BETWEEN JOISTS <7 ° cV — U -O to 5/8"MIN. 5/8"MIN. 5!8"MIN.-__-," /8"MIN. LAG SCREW OR THRU-BOLT Braced Wall Panel - a �- " Q o •� TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4' MIN — — ° •.; . N p Q NOTCH MUST NOT NO-CH MUST NOT I�II�llll • •���` N FIGURE R602.10.8(1) D- 4 � O M EXCEED 25% o EXCEED 40% o =l�llll. •'. '� r- kn r : �,c (PERCENT)OF 0 (PERCENT)OF 0 STUD DEPTH STUD DEPTH BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-,' IF HOLE 1'5 BETWEEN UNDER J3 ISE '"ern BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS NOT BE LOCATED N PER FIGURE R507.9.1.3 (1) STRAPPING �p ; ,� "•: 60%(PERCENT)OF . ,. •, Wrap strap under sill NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall and -THE SAME CROSS STUD DEPTH THEN OR NOTCH IN STUD + " sruDMusTBEDouBLE DISTANCE CAN BE REDUCED T04.5 =III=III • and attach to sill plates TYPICAL STAIR FOOTING' T '� " SECTION OF THE CUT NO MORI=THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I "11�III p OR NOTCH IN STUD SUCCESSIVE STUDS 1-1/4"METAL ARE DOUBLED 'SPACING IS REDUCED TO THAT OF I STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS • NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST TO 2X8 BAND JOISTS(112"STACKED WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD d NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 I WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR 1 7 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST I NON-BEARING WALLS Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop up and out of the MANUFACTURED LIGHT ENCLOSURE Full Thick Insulation thin profile structural glued together see Ian w/ ceiling line Exterior way for access p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftsto and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathin cola g p support OF SEALANT g subfloor Insulation darns behind tub Tub attic hatch - R-val Non-combustable sealant Base late prevent loose-fill Typical blocking SUBFLOOR GLUED,CAULKED Sealed tom' Air Se I / insulation from Yp equal to the Ceiling Double Frame Attic g exterior insulatioi equiren, n access opening Sealant or „ OR GASKETED TO RIM Continuous wall /4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through IL of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesive at perimeter and seams. l solid blocking SILL PLATE INSTALLED 1" min Ri Id / s, or rigid insulation Weatherstripping Adhesi LE Sealant Casing-�� \ EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g Panel Seal stairs 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air 1x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges `Pull-down frame gap Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk attic hatch finish w/ soffit material or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical Ifoundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a)- PULL-DOWN STAIRCASE W O DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING U LL �.. EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL 0) PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL I ATTIC HATCH DETAIL _-_ Z TO BAND JOISTS ��..+,, This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products - I ' ' It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, i W Refer to Manufacturer for installation manual. R-50 Insulation P-50 Attrr Stair Covot Q ENERGY NOTES Eave baffle installed c - (n 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave x 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party(HERS Rater)using the �- W O ,� ,. �. „ ., .� vents. Baffle shall extend over � �' �' �' Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an Manual J Manual, S & D submitted at CO. N' r energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation M - 9b. R403.3.3: (Mandatory) Duct testing Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. co TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual ,"S" &"D"submitted at CO. Z efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa O '- 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS0 General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER !^ requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 2 V J Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT t O 11. (R403.3.5) Building Cavities(Mandatory) Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or I T Exterior wall fLO sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 plenum. Typ. I sections N1102.2 through N1102.2.13 See Const. Dwgs 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 00 installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. ; recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N 1103.5.1.2. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D"• Automatic controls, temperature sensors and pumps shall be accessible. N I maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC SAVE y W exists,the Batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of E.o Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an pp .o o air leakage rate not to exceed three air changes per hour, A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system �, � m a o in shall be placed to fill any surface or concealed voids,and at the g g p is not o eratin w E U N _ manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. p g o 2 �, o ) T installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ _= z Q1 = " cu N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy < < ;� 8 c m D =g L o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN f_.:---r a ff =o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements o o = 0 0 P 9 9 P 'o s _0 o stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH `' i s'' y Y combustion air. Factory built fireplaces shall be listed and labeled p 9 g c 1 C,x ;_2 a gY o Insulation that upon installation readilyconforms to available space accordingto UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood BlockingHERS REPORT ;t�, o L N E _ = 3 shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C ., o o g iz 0,0.r 5 densityrecommendation. TYP. ROOF CONST. a1, °' '�- 8. R403' Systems: N1103.1.1 (Mandatory)programmable thermostats shall be `� ° N �' - w `o= •� provided for each separate heatingand cooling system.Temporarily operate 14, N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) j r r N - 3° Ceiling/attic The air barrier in an •dropped The insulation in any dropped ceiling/soffit/soffit shall be aligned with the p g y p y p Roof underlayment '`~�-� -df o o w ° o U p } pp } pp g �' the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION `�-�1 ! t'°� , ( o o'ro-0 w = •� a ceiling/soffit shall be aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg AS PER DRAWINGS '' 2 2'E `° �° E °' _ insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ' 0 2 •_-a Q N a) o L $ sealed. New or re lacement heatin and cooling a ui ment shall have an efficiency OR HERS RATER r , r `` ../'� a 0� �� �, o 11 -.., i L O » = L C N 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p 9 9 equipment y t i r t- s En ca Er m E o a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3"or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ �, f wall doors to unconditioned attics aces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Soffit see SEALANT p q 9 p Y p Const. Dwgs shall be sealed. party using the Manual J , Manual S & D submitted at CO. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The 'unction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated J Not less than 90 percent of the permanently installed lighting fixtures shall ,--:-.,;;- ,.;: ; .;-,�.;:,••,� ,:,,,-..:. I � ) V plate shall be sealed. The junction of die by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall ` 1a "� j - co scaled.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2-) installed in substantial contact and continuous alignment with the air Q barrier. ~ LiJ Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS � ❑ Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) I Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL " RATE FACTORSa,b above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor RUN-TIME PERCENTAGE IN EACH 4-HOUR 25/0 33/0 50/0 66/0 75/0 100to cantilevered floors) framing cavity insulation shall be permitted to be in contact with tine AREATO BE EXHAUSTED EXHAUST RATES o 0 0 0 0 0 topside of sheathing or continuous insulation installed on the SEGMENT underside of floor framing and extend from the bottom to the top of all KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS APPROVED WINDOW perimeter floor framing members. Fact ora 4 3 2 1.5 1.3 1.0 OPENING LIMITING Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM DEVICE shall be,covered with a Class I,black permanently attached to the crawlspace walls. a. For system run time values between those given,the factors are permitted to be LU vapor retarder with overlapping joints INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. p taped. z - - -I - - - - - - - - - - - - - - - - CN Shafts,penetrations Duct shafts,utility penetrations,and flue b. Extrapolation beyond the table is prohibited. WINDOW CD W shafts opening to exterior or 0 unconditioned space shall be sealed. 24 � W - (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW -� PASS THROUGH FALL PREVENTION Q LU> U DEVICE CONFORM TO LU 0 Narrow cavities Batts in narrow cavities shill be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE • the correct density without any voids or gaps or TABLE M 1505.4.3 1 FINISHED FLOOR compression,or narrow cavities shall be filled by ( R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readilyConforms to the FINISHED GRADE CONTINUOUS ! ' AI RF LOW RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal , , < , -.. . NUMBER OF BEDROOMS COMPLY AS FOLLOWS: envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW Fri A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and FLOOR AREA 0 - 1 2 - 3 4 - 5 6 7 > 7 WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on (square feet) . TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cC installation readily conforms to available space shall Airflow in CFM PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Sho«Ver/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 0 o I J < 1 ,500 30 45 60 75 90 exterior wall showers and hubs shall separate them from the showers and insulated. U Z o tubs. N 1101.14 (R401.3) Certificate (Mandatory) E"� H " r" Ct Electrical/phone The air barrier shall be installed behind electrical or 1,501 -- 3,000 45 60 75 90 105 box on exterior wall communication boxes or air scaled boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall o in the space located, a utility room or an approved inside the building. cc HVAC register HVAC register boots that penetrate building thermal ace where the furnace i l td� d location iidh bil � �N boots envelope shall be sealed to the subfloor or drywall. 3,001 -- 4,500 60 75 90 105 120 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® � directory label, service disconnect label or other required labels. The certificate shall indicate the =:: o Conceited When required be scaled,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs walls foundation components sprinklers only be sealed inn a manner that is recommended by the 4,501 - 6,000 75 90 105 120 135 p g p • manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; �� 7 J �re�✓�� O be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results � walls or ceilings. 6,001 - 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. i IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspectionof log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 covering the largest area. The certificate shall indicate the types and efficiencies of heating,cooling and service water heating equipment. Where agas-fired unvented room heater, `r ,, ®� ,� electric furnace, or baseboard electric heater is installed in the residence, the certificate shall z �R "� ' For SI: 1 square foot = 0,0929 rn 1 Cubic foot per minute = 0,0004719 m3/s. ,, ,, .. Indicate gas-fired unvented room heater, electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, 04 electric furnaces and electric baseboard heaters. Q 65'-2" w0 U 0' >- 16'-0" W W 16"DECK FOOTING U/ \ Crawl Space Ventilation: 2 2x10 tjeLated deck girder ,�_ SEE DETAIL ON DWG-2 ' ' I T0 p ..� — —� FOOTING SIZE PER TABLE "—`, UJ the total area of ventilation openings �-+ - — — -—- —�-® i. - . - . - — - +-®, R507.3.1 FOR DECKS < T may be reduced to 1/1500 of the `r'� � ' R302.13 Fire protection of floors. under- floor area where the ground I I 14"DECK FOOTING W Floor assemblies that are not required elsewhere in this code to surface Is treated with an approved o SEE DETAIL ON D 2 z be fire-resistance rated,shall be provided with a vapor retarder material and openings I I �� - -M n FOOTING SIZ R TABLE /2-inch gypsum wallboard membrane, I I R507.3.1 F DECKS %-inch wood structural panel membrane, are placed so as to provide cross < 0 or equivalent on the underside of the floor framing member. o w 3'0" /'�1 ventilation of the space. 3 0„ o o I �6 deck joist @ 16"cc �j V J Penetrations or openings for ducts,vents,electrical outlets, One such vent opening shall be I ;� I DECK LATERAL HOLDOWNS 2-2 treated girgE / �•-- lighting,devices, luminaires,wires,speakers,drainage, a SIMPSON DTT1Z wl 6 SO#9 and similar openings or penetrations shall be permitted. within 3 feet of each corner of said building. ,� ( ) piping P P I a X 1-1/2"ONE F EACH WITHIN Exceptions: `" I SPACCED EQUELLYALONG(DECK - �� LO 8 X 16 Foundation Vent 2X10 IDECKLEDGER REFER TO TAILS ON DWG-2 2X8 DECK LED1. Floor assemblies located directly over a space protected by an SEE DET. ON D8 X 16 Foundation VentMMautomatic sprinkler system in accordance with SectionP2904, a ------------------------------ -------------------SEEDiET,_ON WCz2-- -- -------------------------- ----------------- -- ------------------------------------- --------- --------------------- W NFPA 13D,or other approved equivalent sprinkler system. > ' 00 - ;_ p 1 I 1 i 1 1 1 2. Floor assemblies located directly over a crawl space not intended torstorageorfuel-fired appliances. _ •-------------------------------------------------� - ' -------------------------------------- ----- V ---�- - ----- -------------------------'--------------------------------, I o I ; -- LL 3. Portions of floor assemblies .1 ; j i 1 - - 8"xi 6"piers I w shall be permitted to be unprotected where complying with the following: X ' v ' v > 3.1.The aggregate area of the unprotected portions does not exceed Oo ' ' Mechanical Systems I O I I o m " o 80 square feet per story -----' ' y io iD ¢ I I _ 'N 3.2. Fireblockin in accordance with Section R302.11.1 is installed along ; THE MECHANICAL-HVAC SYSTEMS 1 r of z¢�- ' ' ° o o,N 9• 9 m O t 1 Io:= E (� the perimeter of the unprotected portion to separate ate the unprotected IN ALL BE ACCORDANCEWID AND TH PARTS�ALLED I N O 0 0 I I 0 1 � s E r 2 ,� c 0 portion from the remainder of the floor assembly. 1 ---- OF THE NYS RESIDENTIAL CODE. ° z0 O w H y ' N ' -°� ¢ ; ; o -�m o $ c y c lumb4. er efloor ual to oemrelies aterthan2 inch by 10 nch nominal er or imens diral mension, ' ' CRAWL SPACE ° U m z O iv 00 S2 c.r 0 vo, rn ° m is.,c o q g yMAINTAIN REQUIRED SEPARATION I o H- w I I �' w ° o ' u w U) `o `o LL p , , v a c c m c- or other approved floor assemblies demonstrating equivalent fire performance. I DISTANCE FROM ALL HEAT „ ¢w o , , , a�o c, �, °w In o ° rn PRODUCING EQUIPMENT TO 2 CONCRETE SLAB ON � o a m o N N , , E a.0 0_" o Y I COMBUSTIBLE MATERIAL AS PER I 4" BASE COURSE OF CLEAN ? a.0 w� I I " ; ; .- D 2 2 o �a a c o3 >w O c or rn 3 3 c rn o MANUFACTURER'S SPECIFICATIONS c LU 04 m 0 I 1 0 > _ ° _ AND LATEST MECHANICAL CODE. GRADED GRAVEL OR SAND. w O Z co m -0 o C 0 o a R408.4 ACCESS TYPICAL FOOTING/COL I u� M w0 I I w i i o y N 30"x 30"x 12"Thick,poured 6 MIL VAPOR BARRIER. __z w > , c I0 c J �,a y o E Concrete footing with 3-#5 , cv>_, 1 I ~ wJ ' I j = Lao c S n o a ° ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. `-----• ' rebars each way&3"- co of w O F= ; , o w o =.° Q m o o c ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM ; ; Diameter steel column. I a v~ I I ¢ ' ''� O4 -'- o `� L= E 2� o a t 1 - 2 U to'-' M 7 (/, OF 18 INCHES BY 24 INCHES.OPENINGS THROUGH A PERIMETER ' --------- -------------------------,--------------------------L) --- ,� N B �'-cc ? E PL Ins cv c WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. I 1 , ,x n j m m o 0 0 0 WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW ' 10'-0'/z' 10'-0'/�' 10'-0'/z, 10'-0'/�, , 0D u in m a• H m E 5-5;o o. GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE _ ' ----- ---------------------------------------------------- ' BELOW THE THRESHOLD OF THE ACCESS OPENING. ; 5 1/2"x 11-718"LVL ' THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER ' ' -- __--__J----------------------L-_____J______________________L___ J_________--_____-_-_-___' ' 5/8 FIRE RATED GYP I I --------------- A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS I O O ____ _ ; SOFFIT L _ _ _ _ REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED °c� ' ' r — -� 1 ' ' &R-30 GATT INSUL ~ UNDER FLOORS. co y_______ -_______- 1 I I I u, 23'0" 1 , I 1 1 1 I I Crawl Access: ; FLOOR ACCESS PANEL ' L J I I Through Foundation Wall: minimum 18 WITH DERSI ATTACHED I — — I I TO UNDERSIDE" x 24" I I 1 OF PANELAND Through Floor: minimum 18„ X 24„ ALL EDGES TO BE I I W see Section M1305.1.4 for access requirements ' SEALED WITH I I of I I v v w ' ' where mechanical equipment is located under floors. z � 0 WEATHERSTRIPPING I 0 0 Lu= ' N I I ' 0 Z¢ 1 I I I I L 0 1 1 1 I 1 I z Q Z= ; ; UNEXCAVATED 4"poured concrete Iab ' th O L 6x6 10/10 WWMton compacted iwD granular fill.Pitch slabo w w r¢ '/,"/ft to garage doors.in O m TYP EXT WALL } of0 0 a. of w%Op 1 1 1 L�in 1 1 1 I c ; ; ° I I I � LL o w ; ; (2)ANCHOR BOLTS TYP.FLOOR CONST. > CRAWL SPACE I , ' _� o 0 IN EACH CS-PORTAL c FRAME WALL ABOVE a W 2" SLAB I I W a v SECTION-SEE ' ELEVATION 9.0 DETAIL 3 ON PG 2 O (2)2x6 PT.SILL PLATE W/MIN. U. ' , , CD TYPICALANCHOR BOLT -R403.1.6 q 'r _ I_ I I I 4 ; ; � Q MAXIMUM SPACING: 1/2"@ 72"O.C. in x `---- ------------------------------------ I -- ---r----------------------------------- I I W EMBEDMENT OF 7"WITH NUT&WASHER. m - -+------ - +- - ' ' (_\n-- 2 BOLTS PER PLATE AND HOLD AT LEAST •' . - I 1 � 1 - , ONE BOLT-12"MAX AND 3-1/2"MIN OFF ' _ 3-1/2"x 11-7/8"LVL __ 1 -------------------------- -- -- --------------- I Q W (� ENDS OF PLATES. � DECK LATERAL HOEDOWNS � S R'I6 Fountlation�leFit I I '------''--'--- ' drop to of concrete , 1 ----------------------------- 2X8 DECK LEDGER t p P 8 X 16 Foundation Ven I SIMPSON DTT1Z wl 6 SD#9 `_° 2X8 DECK LEDGER as required for garage , , � � � SHIELD&SILL SEALER TYP. ( ) SEE DET. ON DWG 2 1 SEE DET. ON DWG X 1-1/2"ONE WITHIN 1 - doors , 1 TYP.CONC.FOUNDATION24"OF EACH END AND TWO 00 — 1 � SPACED EQUALLY ALONG DECK REFER TO DETAILS ON DWG-2 (0 o 8 X 16 Foundation Vent 22'-8" I io ANCHOR BOLT DETAIL ' •. ..• ,.....• N ,.....• •-.-.-• ,..... 1 1 1 1 1 1 1 1 1 1 1 2 2X10 TREATED , ,2-2X10 TREATED , , 2-2X10 TREATED SCALE: 1/2 - 1 -0 - - — - — - — - - — - — - — — - — - — - - — - — - — - — - ---- ---------------------------------------------------------' 00 1 1 1 1 1 1 1 1 1 1 1 1 — — — — — — -- — �' — — — — — -a•- — +- — — — — — i — -�- — — — —' — —' — — — — — t �- -y- + (2)ANCHOR BOLTS IN EACH CS-PORTAL FRAME WALL ABOVE TYP EXT,WALL TYPICAL PORCH/DECK FOOTING SECTION-SEE (V 24"x 24"poured pier footing to DETAIL 3 ON PG 2 virgin soil,4"cca post,post anchors- -See details on drawing-2 for SILL PLATE strapping and uplift connections. rT� 0 � �J•� rn -0 TYPICAL ANCHOR BOLT -R403.1.6 :R � z > M MAXIMUM SPACING: 1/2"@ 72"O.C. TYPICAL FOUNDATION [� 15' 10" 12'4" 13'0" 24'0" O EMBEDMENT OF 7"WITH NUT&3"x3"WAS00 H ' IN ACCORDANCE WITH CHAPTER 4 2 BOLTS PER PLATE AND HOLD AT LEAST Q�� x , ONE BOLT-12"MAX AND 3-1/2"MIN OFF '' TABLE R404.1.2(8): 65'-2" ENDS OF PLATES. 8" CAST-IN-PLACE WALL WITH -----�. o Ix TYP.CONC.FOUNDATION HORIZONTAL REBAR PER TABLE R404.1.2(1) - SEE DWG-1 NOTE #6. TYPICAL ANCHOR BOLT -R403.1.6 D A& � O ON 24" x 12" CAST-IN-PLACE CONT. WALL FOOTING MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH % �� v4;j J NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 1 rJ P ANCHOR BOLT DETAIL W/ 2-#4 REBARS CONTINUOUS ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. Q 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE FOUNDATION PLAN 1. Walls 24 inches total length or shorter connecting offset braced wall w SCALE: 1/2 = 1 -0 SHIELD, EXTERIOR DAMP-PROOFING, ALL panels shall be anchored to the foundation with not fewer than one anchor bolt ( I I� _ �� located in the center third of the plate section and shall be attached to adjacent FOUNDATION FOOTINGS TO EXTEND TO SCALE: 1 /4 - 1 -0 braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) �;� VIRGIN SOIL & BE FULL HEIGHT OR STEP ` .114- r b4.� y�y' 2. Connection of walls 12 inches total length or shorter connecting q_ OF IN - , FOOTINGS 1 V TO 2H offset braced wall panels to the foundation without anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in - Item 9 of Table R602.3(1). (Fastening Schedule) r NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING Fireplace clearance. BATHTUBS AND SHOWERS WHERE THE NOTE:GLAZING HAZARDOUS LOCATION:R308.4 All wood beams, Joists, studs and BOTTOM EDGE OF THE GLAZING IS LESS INCLUDING BUT LIMITED TO THE FOLLOWING: THAN 60 INCHES ABOVE A STANDING other combustable material shall have SURFACE AND DRAIN INLET. Q SAFETY GLAZING(TEMP GLASS)IS REQUIRED a clearance of not less than 2 inches 16'-0" WET SURFACES: R308.4.5 BATHTUBS AND SHOWERS WHERE THE AT GLAZING A BUILDING WALL ENCLOSING from the front face and sides Of GLAZING IN WALLS, ENCLOSURES CONTAINING WHIRLPOOL,BATH TUBS,SHOWERS, BOTTOM EDGE OF THE GLAZING IS LESS masonry fireplaces and not less than 4 SWIMMING POOLS,TUBS, OT SHOWERS, WHERE TH BOTTOM W O THAN 60 INCHES ABOVE A STANDING inches from the back faces of EDGE IN THE GLASS IS LESS THAN E SURFACE AND DRAIN INLET. masonry fireplaces. The air space __________ MEASURED VERTICALLY ABOVE ANY STANDIING OR r , ry WET SURFACES:R308.4.5 WALKING SURFACE SHALL BE CLASSIFIED AS V GLAZING IN WALLS,ENCLOSURES CONTAINING shall not be filled except to provide - -------- PER TABLE R308.3.1(1)AND R308.3.1(2) WHIRLPOOL,BATH TUBS,SHOWERS, fire blocking in accordance with -A-------- Z SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM section R1001.12 of the code. ------ EXCEPTION:GLAZING THAT IS MORE THEN SO" EDGE OF THE GLASS IS LESS THAN 60° MEASURED VERTICALLY ABOVE ANY STANDING OR 14'-9'/2" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, W ___ ______ WALKING SURFACE SHALL BE CLASSIFIED AS FROM THE WATERS EDGE _ PER TABLE R308.3.1(1)AND R308.3.1(2) i i i i i 0 Wood deck with SAFETY GLAZING IS REQUIRED ADJACENT To ' 36"hi h wood raiil 3'-81/z" -- - ``--- STAIRWAYS,LANDINGS, AND RAMPS WITHIN! V, EXCEPTION:GLAZING THAT IS MORE THEN 60" r - - - I I I - ti and steps to grade _ ___ ____ 36 INCHES HORIZONTALLY OF WALKING SURFACE �•1� MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, 1 I FRAMER TO VE IFY CENTERLINE& - WOOD STOOP OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM UJ (`I..�) FROM THE WATERS EDGE ' HEIGHT OF WIN OW OVER KITCHEN --- STEPS& TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN RAILING EXPOSED SURFACE OF GLASS IS LESS THAIN m I SINK WITH KITC EN LAYOUT PLAN '� 60 INCHES ABOVE THE NOSE OF THE TREAp ry SAFETY GLAZING IS REQUIRED ADJACENT TO �¢ I o PROVIDED BY B ILDER. STAIRWAYS,LANDINGS, AND RAMPS WITHIN _ ' OR WALKING SURFACE. 36 INCHES HORIZONTALLY OF WALKING SURFACE 0 I o 3052 2032 JTA OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM ¢ I 3052 30210-2 1 Z TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN m Q EXPOSED SURFACE OF GLASS IS LESS THAN 1k 60 INCHES ABOVE THE NOSE OF THE TREAD 2-2x10 2-2x10 (2)1-3/4" 9-1/2"LVL j21'I VL 2-2x10 2-2x10 � 0 OR WALKING SURFACE. 1 , D /1 z 3' 6" 11'-6" 3' 6" L ' C ) ifl N o , 1 N N HALF WALL ' O o ci 18'-6" 40, plywood each side I I 5'-10" ^N L G �, C R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed O 0 5,_6" I _" draft openings (both vertical and horizontal) and to form an effective fire barrier DEN U n CSw between stories, and between a top story and the roof space. Fireblocking shall w I 5'-6'/:" M STUDY be provided in wood-frame construction in the following locations. o O N N Zo o 0 , _ UL LISTED " F1 1. In concealed spaces of stud walls and partitions, including furred spaces and WOOD BURNING a I 1 _Q 2'-8" 2'4" parallel rows of studs or staggered studs; as follows: PRE-FAB FIREPLACE " DINETTE o In GLASS DOORS& o0 1 I z J �' o HEARTH EXTENSION r7 =N w o LO �- c �' 1.1.Vertical) at the ceiling and floor levels. I \ O HALL x o D o y y g = AS PER RESIDENTAIL I 3'-0" `� o v `' `' " o CODE-CHAPTER 10 ' r' `�' co m _' w m @ 2 o la°c 1.2. Horizontally at intervals not exceeding 10 feet. N N o VENT TO EXTERIOR Zo "' I ? co N ch ih w o,E`o aNi�c w o l0 o � ?> fh INN C E L d O U a) 2.At all interconnections between concealed vertical and horizontal N 1 I =" 2-_ " _ 2-2xio_ _ _ _ o spaces such as occur at soffits, drop ceilings and cove ceilings. 4'-0'/," 1 _ w =o o o N In o 0 'n Io R302.5.1 OPENING PROTECTION. 4,0„ 2Q.a `o Y "a " �Y `Y iv INSULATED SOLID CORE STEEL y 2 = a 'm zo 1 a� - D 3. In concealed spaces between stair stringers at the top and bottom of the run. (3)1 3/a'x11-1/4"LVL 2 2X10 2 2x10 DOOR,20-MINUTE FIRE RATED. `~ Y •° 3 L c'c Q'3 0 _" 2' 0" - — - — - , WEATHER STRIPPED a o "o ° o r s o to a) Enclosed spaces under stairs shall comply with Section R302.7 � - - - - - - - - - - - - --^ W/SELF CLOSING DEVICE. � � � o, �=' t� I II II II II I r� 10._O11 1 II 11 II II II II = I =" N ` C 5 0 L _ >• II II II 11 II II N 4.Atopenings around vents, pipes, ducts, cables and wires at ceiling and I o LO R-15 BATT L o _� y o o o II S 4'-7'/z" 3'-1'/z" T-1' 2' 2" •------------�• INSULATION c c.� " o w 0 o f0 t floor level,with an approved material to resist the free passage of flame �, II 1 w o _ c and products of combustion. "' I '' — E I II II 11 II II ___________ Y�� 7 O 1 U U VJ y N `L ,,,-O O C o n I co ' , - o �tD CU Z.E Q U) c a) c m o '- --------- - ------1I- -- , -- -'----- m C aE m NU a °w -- = L O :3 L C 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 N LIVING ROOM --------- 2-2X12 DINING ROOM �I LINE OF " ~ U ~ co E v 6. Fireblocking of cornices of a two-family dwelling is required at the line of ___------ I I 1 WALL dwelling unit separation. ' �Vx4wall III `� ABOVE o N under stair I'I w 7. Fireblocking material:two inch nominal lumber, bats or blankets of mineral o closet under III �' N cr) Q 0. wood or glass fiber installed securely in place or 1/2" gypsum board. \ w stair o I,I LU CID o II o IN N M 1 j --------- III ? 'I J O cD io p --------- II O y m 0 X h I in G II =O ? rn 0 w t 15'-6'/z" UP 15R 1V_9" III 13'-0" 2 II W co L- ,l N Ln x 3'/2" I � `L+� (3)1-3/4"x 18"LVL +D I N o � 3+2' ------ --------------------------- -- ------- --------- o M N FOYER N � I R-15 GATT INSULATION = GARAGE DWELLING GARAGE 2-2x10 2-2x10 I `y 2-2x10 2-2x10 , SEPARATION IN w 1 2,_111 I I ACCORDANCE WITH w J TABLE R302.6 N nring 0 3 SEE DWG-1 FOR TABLE = cv co z iv INSULATE WALLS ao I iv Ell, &_ 2-2x10 - COMMON WITH LIVINGCD 4- p AREA. X CD - o ' f- LD p c� r- PROVIDE:HEAT O - <O I DETECTOR PER R314.2.1 3'/2" o N Z �- , in CD U) N -' Q x 23'-5" 001`5 UW 2-2x10 M N ____________________ _____________________ LL _ 12"HB&G Perma-cast ----------------------- 3052 Column ----------------------- 0 3'/z" Down to grade as required r►� 8'-2" T-6'/z" T-6'/z" vF� N r- 4'-T/:" 6'-10'/z" 4'-4" 6'-2" 6'-2" 3'-4" 6'-4" 3'-4" 6-6" 11'-0" �6'-6" � Pi r- 16-10" 12'-4" 13'-0" 24'-0" W ��, Ov O 65'-2" F--�11 (Jcz� R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS, EXTERIOR FRENCH & SLIDING DRS b.0 0C .a TOP OF THE WINDOW SILL SHALL Plans indicates ANDERSEN series 244 c) W BE A MINIMUM OF 24"ABOVE THE FINISHED Model Numbers and shall be In accordance with R609 ct FLOOR AND GREATER THAN 72"ABOVE THE To be designed & installed as per manufacturers 9'-0" PLATE HEIGHT `O FINISHED GRADE OR OTHER SURFACES specification for 140 ultimate design wind speed o [NY]915.3.3 Residential Buildings and Commercial Buildings ,, ,� U BELOW ON THE EXTERIOR SIDE OF THE ED �4i� BUILDING. SHALL COMPLY AS FOLLOWS: and Table 301.2(2), 301.2(3) O Smoke Detector 1 ST FLOOR P LAN With an Attached Motor Vehicle Related Occupancy ` `� d Provide HP LOW-E glass; U = .30, SHGC = .29 Carbon Monoxide Detector _ Carbon monoxide detection shall be installed in a central or otherwise approved R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: shall meet R 310 co Refer to DWG-1 General Notes SCALE: 1 /4" — 1 '-O" location in each occupiable space in a commercial building and within 10pfeet of WINDOW OPENING CONTROL DEVICE SHALL WINDOW FALL PROTECTION: shall meet R312.2 In accordance with Section 915 of the the entrance i sleeping areas and sleeping units in residential buildings ' COMPLY WITH ASTM F 2000.THE OPENING and commercial buildings that: . �1 MINIMUM EGRESS SIZE: 244 DH 3049 2020 IFC, R314, R315 of the ResidentialDEVICE AFTER AFTER OPERATION TO RELEASE THE code of NYS 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. LIVING AREA; 1739 SF DEVICE SHALL ALLOW THE WINDOW TO � 2. Share one or more common walls with an attached motor vehicle related occupancy,or „ FULLY OPEN TO MEET THE CLEAR OPENING See page one, general notes for additional 3. Are located one story above or below a motor vehicle related occupancy. t ?7`� -'UlCR`r1� AS REQUIRE TO MEET EGRESS R310.2.1 code requirements. GARAGE AREA; 621 SF ""�;• 9V V F.� VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL NOTE:GLAZING HAZARDOUS LOCATION:R308.4 EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE INCLUDING BUT LIMITED TO THE FOLLOWING: ANTICIPATED SNOW ACCUMULATION. SAFETY GLAZING(TEMP GLASS)IS REQUIRED P3103.2 FROST CLOSURE: AT GLAZING IN A BUILDING WALL ENCLOSING Q WHERE THE 97.5%VALUE FOR BATHTUBS AND SHOWERS WHERE THE OUT-SIDE DESIGN TEMP IS 0 DEG F BOTTOM EDGE OF THE GLAZING IS LESS OR LESS.VENT EXTENSION THROUGH THAN 60 INCHES ABOVE A STANDINGSURFACE AND DRAIN INLET. O A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE WET SURFACES: R308.4.5 IN SIZE OF THE VENT SHALL BE MADE Uj NOT LESS THAN 1 FOOT INSIDE THE GLAZING IN WALLS,ENCLOSURES CONTAINING THERMAL ENVELOPE OF THE BUILDING. WHIRLPOOL,BATH TUBS,SHOWERS,SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM ROOF JL 4" VTR EDGE OF THE GLASS IS LESS THAN 60" Z MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE R308.3.1(1)AND R308.3.1(2) Q 2�� 2" EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLY AND IN ASTRAIGHT LINE, > j FROM THE WATERS EDGE 3' 3,� SAFETY GLAZING IS REQUIRED ADJACENT TO S Q O 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2' 1 1/2' 1 1/2' STAIRWAYS,LANDINGS, AND RAMPS WITHIN ry 36 INCHES HORIZONTALLY OF WALKING SURFACE {�L� OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM „ „ „ 41'-5Yz' TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN 2 2 2 1 EXPOSED SURFACE OF GLASS IS LESS THAN W 60 INCHES ABOVE THE NOSE OF THE TREAD 2'-63/, 5'-6" 5 (r 13'-10" 5'_g OR WALKING SURFACE. 2 ND FL. 3" lip, 2„ 211 311 31 21 1 �/ 3„ LL 311 2„ 2„ C) LO 3" 3046-2 EGRESS 3046-2 EGRESS 2" 11/2" 3' 11/2" 11/2' - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - , WASHER DW 2" 1 1/2" 1 ` � 2-2x10 � � 2-2x10 2-2x10 I I o i 2x 8 RAFTERS �16"oc � 2x 8 RAFTERS (0)16"oc 1 X . 1 ST FL. v 18 "' \Y — — — — — 5'-6WW' -� — — — — -f 11'-3'/z" 2'-1" 11'-1" 3�/'1 1'_g" 2x4 COLLAR TIES @ 48"oc I 2x4 COLLAR TIES @ 48"oc I N IJ___f'\12" m'O N 4 FAI3 Bedroom #23/z a3 eoo °,1co v�3 10'-0" TRAY CLG FLAT CLG o w-o L v o° No 8_p FLAT CLG@ 0� ` cm o12' Uy� > CO I I cf) �w @8--p � � I � cc0a am c c �, W 0� ~Lu ' U -.0 c w O 4 4 ' c ' `~` Og M W o� ` ( I o a °a 5 8 w u ° o O U O U m I ° a I Z� LL C7� 1 c o u yY » a�� o ce I ° I O =�0 ° Q Z_1 1 m N C 0 l0 $ 00 W Q' 1 m L ° +S L 2.E ° O CONNECT TO A NEW i �� 4 �-- _--- os Ud i N et o w0 ( o o a aL mat SUFFOLK COUNTY DEPT. 1 I N N N .2 x 8 ratter-�16_'o�� I = ° �,a� ` �w N r_ OF HEALTH APPROVED � W O N @ L ° N m ° M O W I S S N co X 2x4 collar ties 16"oc `♦ ' I u a m o c SANITARY SYSTEM 1 1 LL o' 1 I 1 o o=� w =0 O Q U-8 O O e t CD PLUMBING RISER DIAGRAM I 1 zg M 2, ,. 1 M V N U 0 c" yCc ULu V ----:a. O =m my m ° o NOT TO SCALE I I N N CO X N 1 —�3` 2 °" \ Hc° to a' FLmEa.Eoa 1 ►;;_' o - HALL i Ir( —Jll 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 I o I FAN 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS 1 N y `"_'_----_---•' o , MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 �r N I N ' — — — — — — — — — — — — — \ ` N 8'-0"WALL 1 - - - - - - - - - _ - _ - - - � _ - - _ 13/4"x12"LVLRIDGE _ - - - - - - _ HEIGHT I « - — INSULATE W1 ,� R 15 / I 2'-4" � � � � � � DOWN I 1 9'-3" 2'-6 6 0" �-2'12 FLUSH / `2'-6" I I , ks Cl) O - - - ' / co i RAILING O msu ws — _ _2x10 Ridge I Closet 3'/2" _- I ( I 1 °? I cQo FLAT CLG o 't f Unfinished Attic ' N @ 6'- ' �� _L_ � c I Bedroom #4 � c Cl) o p I ^p I ` FLAT CLG I ' U) W ' @ 2'-1' ` , 1 F- - IV4V ' ro_ 6_° Storage Only I � � ---- Q I , I m3 g 1 � z g 3,p„x ,p,� -- ---i- u- ,/ I R-15 GATT � 0 WR A OPEN TO I m io a N ao INSULATION w o I BELOW I o I N v o w l X N Bga ' vault clg F- I Wall / I 10'-0"AFF ( N ` CL /Joti I v 1 15'-6'/2" 11'-9" I ' I 3'/:" ' 13'-0" o W M I L I I 1 f 1 BATH ' _ 2x10 RAFTERS @ 16"oc ♦\ 1 1 z I 3'/z" FLAT CLG FAN 3Yz"I ' I I I 6'-0" ' 2x8 CEILING JOISTS @ 16"oc ` WALL HEIGHT I 8'-0" 2x10 Rafte 16"oc I m Ico @ ® Cj; I I 2x4 COLLAR TIES @ 48"oc SIT ON ti N p Q 2x4 collar ties,(cD 16"oc I GARAGE 1 W 2_2 1p 2-2x10 I 2x6 CJ @ !6"oc I I 2-2x10 2-2x10 I LVL BELOW I U) J - - - - - - - - - - - - - - - - - I "' I - - - - I - - - - - - - - - - - �' NI I Q W EGRESS_ EGRESS I I I I I EGRESS EGRESS BOTTOM OF GLASS 3046 2-2x10 3046 I 1 3046 3046 _ 2x 8 RAFTERS aft.16"oc 2x 8 RAFTERS 0).16"oc „ IS(LESS)THAN TEMP GLASS TEMP GLASS @ 60"MIN FROM THE 1 1 2x4 COLLAR TIES @ 48"oc I 2x4 COLLAR TIES @ 48"cc WATERS EDGE SHALL — — — — — — — — — — — — — — — — — — — — � BE TEMPERED(ALL PANES) 6'X 7' VINYL ARCH TOP R308.4.5 I � I 1 I � ' I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3046 EGRESS t— � U ►� W �' _� - 4'-6" 7'-0" 4'-4" 6'-2" 6'-2" 3'-4" 6'-0" 3'-4" 24'-8" O 15'-10" 12'-4" 13'-0" H ct 01 M"�1 .� R312.2 WINDOW FALL PROTECTION NOTE: M r'-'+ r l o 00 TOP OF THE WINDOW SILL SHALL Qv� BE A MINIMUM OF 24"ABOVE THE FINISHED N 915.3.3 Residential Buildings and Commercial Buildings ® '� •--+ FLOOR AND GREATER THAN 72 ABOVE THE I g g O Smoke Detector o M cci With an Attached Motor Vehicle Related Occupancy FINISHED GRADE GREATER OTHER SURFACES 2ND FLOOR PLAN Carbon Monoxide Detector a Carbon monoxide detection shall be installed in a central or otherwise approved Co Refer to DWG-1 General Notes BELOW ON THE EXTERIOR SIDE OF THE location in each occupiable space in a commercial building and within 10 feet of I I I I I �� BUILDING. SHALL COMPLYAS FOLLOWS: the entrance to sleeping areas and sleeping units in residential buildings Cv" DALE• 1�4 C I —O In accordance with Section 915 of the s ��a I,' and commercial buildings that: 2020 IFC, R314, R315 of the Residential x a R312.2.2 WINDOW OPENING CONTROL DEVICES: code of NYS 1. Have a communicating opening with an attached motor vehicle related occupancy, WINDOW OPENING CONTROL DEVICE SHALL 2. Share one or more common walls with an attached motor vehicle related occupancy,or COMPLY WITH ASTM F 2000. THE OPENING 3. Are located one story above or below a motor vehicle related occupancy. AREA; 1212 SF DEVICE AFTER OPERATION TO RELEASE THE �� c4'�,,, o 4' N hh 1 Oti O DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENINGS AS REQUIRE TO MEET EGRESS R310.2.1 01 Ridge Vent Ridge Vent W 0 1 2 Wood r , 1 L !' Framed Vi 7 7 Chimney Z Z W Ridge Vent 9 ASPHALT SHINGLES 12 Wood W O Framed 6"fascia Chimney Ridge Vent Ridge Vent vinyl vented soffit TOP OF PLATE LL ' ` Ljj W ` 6Z D `ASPHALT SHINGLES � � O R ` m ROOFBEYOND IGO LJL —8"RAKE GUTTERS&LEADERS ` O LO OVERHANG TOP OF UBFLOOR AS REQUIRED � -' - TYPICAL � Vinyl Siding TOP OF ATE o 00 - Wood steps and landing to grade.handrail and nn Guardrail to code 77 000 01-1 001-1 ❑M Vinyl Siding N rn = EL 16.0 16 c y TOP F SUBFLOOR m,o - - --- - tV — V E �j M 0) a) a) 2 ° now TOP OF UNDATI N c c�- o o ro U —•— — `� U O U C Ul fe C io o VZL\ Z O C O•N O O N l6 `O O M F ' FINISHED GRADE •o o ° °w to U Y LJ V Z/N C n U U Y Y a� rn 2 ;!.be I = �� 3 Locc�maw - " �.�. f I I I I I FINISHED GRADE I� TOP OF CRAWL � m N•�' � �" ro� N c a � atM"-D rn I I --- — I 1 I ,no I I I I I I I o EL9.0 I I I I La� c � 'n m U o ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �'�- — — — — — — J -a1- — — — — — —'— — — — — — — — — — — — ' — ' M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I ° a�� °�0 � �� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,' L J 2 U v_ m ° ro 2 0 m ° rn c 2 _ Q r-n c o o m o m e nE Co m-o T o C) RIGHT ELEVATION � U �CU0 � ME 0a— REAR ELEVATION SCALE: 3/16" — 1'-0" SCALE: 3/16" = 1'-0" Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof(R1001,6) - o 12 Ridge Vent N Ridge Vent Wood ASPHALT SHINGLES Framed - Chimney ASPHALT SHINGLES 12 1 O F7 Ridge Vent OVERHANG hung single hung Vinyl Siding GUTTERS&LEADERS AS REQUIRED TOP OF PLATE TYPICAL Q Wood — —-— — --- — — — 12 Framed Chimney 10 N o w w N W OVERHANG Q TOP OF UBFLOOR ASPHALT SHINGLES TOP OF PLATE - — -_- . _—.. ---- - —- --- -_ --- - - Vinyl Siding Wood steps and landing to grade.handrail and Guardrail to code 71-1 {� — EL 16.0 MIN LLD ff TOP 0 SUBFLOOR TOP OF FOUND TION ��l a fV 1 I I 1 I I I I I I I I Wood steps and landing to grade.handrail and ct I I I 1 9.0 EL Guardrail to code �.., I I I I I I II I I II I I I I b� 1 1 I I 1 TOP OF CRAWL I I I I I I I I I I I I I I I W4:� aJ Q I I I i I I 1 1 I I 1 I I 1 �r- - - - - - �- - - - - - - - - -r L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - -,i' - - - - - - -• I-' - 1� - '- - - - - - - - - - - - - - � I- - 1- - - - - - - - - J lr - - - - I- - '- - - - - '- - - - - - - - - - - - - - - - - - - - - - - - CE t� >~ � �5 Porch Notes: LEFT ELEVATION FRONT ELEVATION S° Round Porch Columns f (� see plan for size, 36"Hlgh railing to Code Space balusters maximumr\ � SCALE: 3/16" - 1'-0° SCALE: 1/4" - 1'-0" 4"apart. ' f CONTINUOUS RIDGE VENT RIDGE BOARD N1102.2.3 (R402.2.3)EAVE BAFFLE R802.4.6 COLLAR TIES N1102.2.3(R402.2.3)EAVE BAFFLE FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, SHALL BE NAILED with 4-10d FOR AIR-PERMEABLE INSULATIONS INVENTED ATTICS, A BAFFLE SHALL BE INSTALLED A BAFFLE SHALL BE INSTALLED BOX NAILS IN ACCORDANCE ADJACENT TO SOFFITAND EAVE VENTS. ADJACENT TO SOFFIT AND EAVE VENTS. WITH FASTENING SCHEDULE BAFFLES SHALL MAINTAIN AN OPENING EQUAL BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. OR GREATER THAN THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. OF THE ATTIC INSULATION. 12 2x4's @ 48"oc 12 RAFTER/CEILING JOIST HEEL R905.1.2 ICE BARRIERS; RAFTER/CEILING JOIST HEEL 7 JOINT CONNECTION SELF-ADHERED POLYMER MODIFIED CONTINUOUS RIDGE VENT JOINT CONNECTION SHALL BE NAILED BITUMEN SHEET USED IN PLACE OF SHALL BE NAILED TOGETHER IN ACCORDANCE NORMAL UNDERLAYMENTAND W 0 RIDGE BOARD TOGETHER IN ACCORDANCE WITH TABLE R802.5.2 EXTEND FROM THE LOWEST EDGES OF r , WITH TABLE R802.5.2 R-30 GATT (SEE DWG-1 FOR TABLE) ALL ROOF SURFACES TO A POINT NOT v WITH SIMPSON H2AAT EACH ` (SEE DWG-1 FOR TABLE) INSULATION LESS THAN 24 INCHES INSIDE THE — - WITH SIMPSON H2AAT EACH RAFTER TO STUD. EXTERIOR WALL LINE OF THE BUILDING. \� TOP OF PLATE RAFTER TO STUD. ON ROOFS WITH SLOPE EQUAL OR GREATER 5 THAN 8/12,THE ICE BARRIER SHALL ALSO BE 12 R806.3 TOP OF PLATE APPLIED NOT LESS THAN 36"MEASURED ALONG W 1 MIN. "AIR GAP THE ROOF SLOPE FROM THE EAVE EDGE OF THE BETWN INSULATION — - - — BUILDING AND SHEATHING R-30C BATT 2x4 @ 48"oc O INSULATION - (n R-15 BATT R806.3INSULATI �•/, 2x8 rafters 16"oc q 2X8 LEDGER w!R 3 EX ON TYPICAL ROOF CONSTRUCTION O MIN. 1"AIR GAP W ao LAG SCREW TO BETWN INSULATION Class A As halt Roof Shingles w/ @ FOAM BOARD AND SHEATHING o fasteners per manufacturers specification STUDS 16"OC R-15 BATT � M Unfinished Attic SIMPSON SKEWED INSULATION 1 UIJ HANGER @ EACH -•�f�{� w/R-3 EXT. co and the NYS CODE. RAFTER Bedroom #1 BATF kloo 0 FOAM BOARD Underlayment as per section R905.1.1 & W Storage Only TOP OF SUBFLOOR 2x6 Rafters 16"oc ENGINEERED Installed per Table R905.1.1(1) 0 _ — - - — 2x4 Ceiling Joists 16"oc FLOOR - Ice & Water barrier as per section R905.1.2 JOISTS < < 0 TOP OF S FLOOR (Note: Double underlayment is required �^ LVL girder beyond TOP OF PLATE for Roof slopes between 2 on 12 and 4 on 12) :E v•� - - - - Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing, LL Q Bridging typical Nail to framing in accordance Fastener (,� 4"AZ BEADED install as per code j PORCH SOFFIT ON Schedules & Strapping per detail sheet(s). WRAP HEADER IN FURRING STRIPS R-15 BATT Flashing per R905.2.8 MM °' AZEK BOARDS INSULATION W LIVING ROOM KITCHEN w/R3EXT. I GARAGE FOAM BOARD TYPICAL SOFFIT CONSTRUCTION. 12" overhangs-typical i 6" Wood fascia & 6" Wood rake boards. 4! TOP F SUBFLOOR ENGINEERED Trim in aluminum or use "azek" or equal Teco all ,Joists to Hdr FLOOR ELEV; 16.0 `� o strap back of Ndr Joists Metal drip edge per R905.2.8.5 0 N TOP OF FOUNDATION to Posts, secure posts R-30 Batt insulation TOP F SUBFLOOR Fully Vented Vinyl Soffits — — - — to footin with alv ' post anchors ors 9 V�VUV V�V V V U V VV�V �UUU Y:o TYP.GARAGE SLAB p TOP F FOUNDATION c rn`o V = d t PITCH TO DOORS TYP.DECK GIRDER TYPICAL EXTERIOR WALL �� .�a a t o • e, R-30 BATT x 4 and or 2x6 Doug-Fir Wood Studs @ 16 oc. • •. . ' ' ' ' -- SEE DETAILS _ LVL GIRDER INSULATION 't`NP• U Plate Double to Plate and Single Sole ON DWG 2 w.... b d FOUNDATION 1/2 exterior Grade - Span Rated ° N y Y �'� ';t •� ; CONST. o " mH2co m� �aoc3 e; 6 R302.13 FIRE PROTECTION OF FLOORS: °'r .° 3 L c•E Z'3 ° SECTION ' C '� Bottom of deck TYP DECK LEDGER �� CRAWL SPACE PROVIDE 1/2"GYPSUM BOARD ON ENTIRE Continuous Structural plywood Sheathing. o o a o N 0 N • SE DETAILS e• CEILINGABOVE BASEMENT ATTACHED s; Fastened per Fastener schedule. C . rn1 - °' ;t .• pier Footing r t.`.c m N r`o_ o E b '• 36"below ON WG-2 TO THE UNDERSIDE OF THE JOISTS. t ec House Wra ore equal. « SCALE: 114 = 1 -O Grade Minimum t % ELEV;9.0 � p q b TYP.CRAWL SLAB d TOP OF CRAWL Vinyl or Wood Siding as per clients selection =.�.N s_ s 2 U o n '- installed per manuf specs and NYS code. .� Q � o FOR TYPICAL MATERIALS �' ` am E E E $6 ` SEE DWG-1 FOR u Cont. load path strapping installed in accordance t ° �-D r c lu o — cu STRAPPING DETAILS ~ " `� m ~ `s E a ° a FOOTING 3'-0"BELOW with drawings. Provide Fire Blocking in accordance SEE SECTION A AND NAILING SCHEDS. g g FINAL GRADE.MINIMUM with R302.11 & R302.11.1 and SECTION - A Draftstopping per R302.12 & R302.12.1 SCALE: 1/4 - l -d" TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, RD05.1.2 ICE BARRIERS; Glued and Nailed in SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF accordance with the fastener schedule. NORMAL UNDERLAYMENT AND Floor joists and Bridging as per Code. EKTEND FROM THE LOWEST EDGES OF A-L ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE INSULATION SCHEDULE TYPICAL FOUNDATION CONSTRUCTION EKTERIOR WALL LINE OF THE BUILDING. shall comply with 2018 IECC in accordance with chapter 4 ON ROOFS WITH SLOPE EQUAL OR GREATER p y p END WALL BRACING THAN 8/12,THE ICE BARRIER SHALL ALSO BE 3000 psi Air Entrained cast-in-place concrete SEE DET 4 ON DWG-2. R-30C BATT ,ITT(C APPLIED NOT LESS THAN 36"MEASURED ALONG Location R-value Thickness wall on cast-in-place INSULATION END WALL BRACING THE ROOF SLOPE FROM THE EAVE EDGE OF THE pace Concrete Wall Footing per SEE DIET ON DWG-2. BUILDING Flat Clg * R-3oc 8-1/4" R403. refer to Foundation Plan for footing size & R-30C TI Vaulted Clg R-30c 8-1/4" thickness. Concrete Horizontal and Vertical INSULATION Floor(unheated space) R-30c 8-1/4" Reinforcement per Chapter 4. & gen note #6. TRAY CEILING 0 12 Floor(outside air) R-30c 8-1/4" Damproofing per R406. 2- 2x6 approved TOP of PLATE_ - - Exterior 2x6 walls R-21 5-1/2" treated Sill Plates, Sill Seal And Termite shield per 12 10 Exterior 2x4 walls R-15 3-1/2" + Section R318. Anchor bolts per Foundation Plan o ® ® ® ® R-3 Exterior Foam Insulation and R403.1.6 10 R802.4.6 COLLAR TIES air seal walls to pass 3 air changes per hour O 2x4�s @ 48"oc SHALL BE NAILED with 4-10d Above grade attic walls R-15 3-1/2" INTERIOR WALL FINISH nI BOX NAILS IN ACCORDANCE o WITH FASTENING SCHEDULE Foundation Rim Joist: R-30 Provide 1/2" Gypsum Wall Board on ceilings o o RAILING Bedroom #4 All Glazing U = .30 SCGH: .30 and walls except basement walls & clgs - unlessIr- Lu R 15 BATT Bedroom #1 Doors-less than 50% glazing U = .40 noted. Min 1/2" Moisture Resistant Wall Board on -' INSULATION R-15 BATT g g >- > Q w/R-3 EXT, ENGINEERED INSULATION ATTIC Door-more than 50% glazing U = .30 SCGH: .30 Ceiling and all walls in Bathrooms (humid areas) Q W U FOAM BOARD FLOOR JOISTS Teco and 5/8" cement board on walls and ceilings in wet areas. TOP OF SUBFLO R _ - *If part or the entire attic will be decked over with plywood, Provide 5/8" Fire Rated gypsum wall Board on walls TOP OF PLAT the ceiling joists must be deep enough in order to fit the and ceiling located as per code, manufacturers - - - - batt insulation so that it is not compressed. If not then requirements and drawings. END WALL BRACING SEE DET 4 ON DWG 2. one 4'-0"section of",/ Clg Jsts will have to be built up or upgraded to the next size. - Batt insulation 3/4"Plywood Along Roof Edge continuous i Other Specifications: front to rear i • Windows: U<_ 0.30, SHGC<_ 0.30 BATT o INSULATION • Z 100% high efficiency lighting (CFL's or LED's) °' FOYER DINING ROOM • s 3 air changes per hour LIVING ROOM • z All Energy Star appliances OPEN TO ABOVE ENGINEERED JOISTS GARAGE R403.6 Mechanical ventilation shall be provided that a ELEV: 16.0 R 30 Batt insulation meets the requirements of section M 1507 Q U TOP F SUB_FLOOR TOP OF FOUNDATION Too U UU�S J (� J �S S S S (S '� S S� S U J��� ��v U� ��� )��� �� )�� ) )U(�� ) U R403.7 Heating and cooling equipment shall be [-� d z o - - - — - - LVL GIRDER sized in accordance with ACCA manual J by a TYR GARAGE SLAB certified third party rater. :t R-30 BATT R302.13 FIRE P TECTION OF FLOORS: 4 t PITCH TO DOORS .� pp o b� INSULATION PROVIDE 1/2"G SUM BOARD ON ENTIRE °• �/ O CEILING ABOVE EASEMENT ATTACHED TO THE UNDER I E OF THE JOISTS. ELEV:9.0 a CRAWL SPACE TYR TOP OF CRAWLY J �i G TYRCRAWL SLAB ;t FOUNDATION EDAFL'CONST. 4 V. FOOTING 3'-0 BELOW FINAL GRADE.MINIMUM SEE D1WG-1 FOR t �'v STRAPPING DETAILS `` AND NAILING SCHEDS. 8 SECTION - FOR TYPICAL MATERIALS Ll'j� SCALE: 11 = 1 -0 ' SEE SECTION A BRACED WALL PANEL.a CONTIr1L10USL1'EHE=THED#� PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B ER-C'ED'.': .LL LI JE BRACING METHOD TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP/CS-PF GB/CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP ICR, d CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL BRACE WALL LINE SPACING(FT).b 32 32 24 35.16 35.16 27.66 27.66 37.5 37.5 DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27"/18" 48"/27" 27" 24" 24" 48" 24" Q N\\\\\\\7� CS-P F CONTINUOUS SHEATHING PORTAL FRAME TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 14 14 6 31 15 13 13 18 9 j/ DOL�� / DETAIL#3,DWG-2 F='DEL C'E';1:-E �-ER-.CED P�.tIEL�.r TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c W =:ZE:.`,E_4T ErJDOFER=.CED:':=,LLLINE END CONDITION 1 END CONDITON 2 GB GYPSUM BOARD rrr,-;r,uouBL' B�E��E� 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 BRACED WALL NOTES: 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 j REFER TOD ILS ON DWG 2 5 FOR HOLDOWNS,STRAPPING,BRACED 3. WALL HEIGHT 95 .95 .95 .95 .95 .9 .9 .9 .9 WALL DIAGRAMS AND DWG-1 Q FOR NAILING SCHEDULE. ALL BRACED 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 WALL PANELS SHALL BE FULL-HEIGHT jr SECTIONS OF WALL WITH NO VERTICAL 5. ADDITIONAL 8001b HOEDOWN DEVICE OR HORIZONTAL OFFSETS. J / FM., BWL =i 1'�I,I"U'1 6R�CEC':;+LLPxI,EL c,=cTpo+tF_ - - - - BRACE WALL LINE 6. GYPSUM BOARD OMITTED ' ' I EI;C 0=Be+.rEC r.�LL LI%E a r!y: - W _-E�-I=e.•E',r �F.'. 7. GYPSUM BOARD FASTENING .7 .7 ry END CONDITION 3 END CONDITION 4 CJ',TI',GC.,SLr?-E=T-E_ REQUIREMENTS 8. HORIZONTAL BLOCKING IS OMITTED W Return panel: 24"for braced ti+'a`! Ines sheathed with RESULT REQUIRED BRACED WALL LENGTH (FT) 13.3 13.3 7.5 27 18.5 12 12 12 10 D wood structural panels 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) I 1 Q .� 32"for braced wa'! !nes sheathed w'th 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3.5 structural fiberboard 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 0 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE -% Distance D: 24" for braced wa!I !fines sheathed w-th y SHALL BE OFFSET NOT MORE THAN 4 FEET. PER PLAN BRACING LENGTH PROVIDED (FT) 20 25 15 32 19.75 23.16 16.33 24 22.8 r z U) 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL �,{� . wood structura' panels THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS, COMPLIANCE YES/NO Y Y Y Ty Y Y Y Y Y 32"fcr braced wall Ines sheathed vlit'1 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH O st,-Llctu7a'fiberboa,d END OF A BRACED WALL LINE ,1,1. :E;Y.E �;�F_•,_� 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL a.Linear interpolation shall be permitted L END CONDITION 5 Hold-down 800 Ibs capac;tv fastened to the edge of the PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, device: braced wa°! panel closest to the cerne'and R602.10.2.2 the average dimension shall be permitted to be used for braced wall line spacing. qr�to the foundation or f,cer fuming belcv, ABBREVIATIONS; BWL=BRACED WALL LINE, 100 For Sh i inch=25.4 mm, 1 foot=305 mm,ilia=4.45N BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING In E ' N a'E y rn d) a° c Q w - r &n8C , O 1` �.0 V ' U f6 U T J - O O U N a7 > J m m J J J 4'.0- i 37'-6" 11'-11%i m l m l m l D C c 0 a N j C N s � � m -coi u�i rn °� v�� `o 1 aRC0 0 `ou' INa `o 4'-0" I 35'-2" 24'-0' c In Y >n a `o ` Q O .n O u- M U� U 4 0" a� u, 2 c o m ; o %no3 c2-E 30 I ( ( I ( a o U C rn N N I 23" II I T 11Y" 4'-811/16" 4'-10%" 4-015/16" = co6%' c = m C0 p0 C3 fU OffQ ` o CCf'p `•O aOUO0 EC - C. Q In C cc: 0 L IA"OaJ C U 0 C f0 U O L ` ' 68X80 FRENCH 3046-2 3046-2 2032 I L 0 » � cC m 2.0= ai 3D52 3052 72XBO SLIDING FRENCH 2 30210-2 1'X 3'AWNING H In m CrI- Io E n o n 1 N I I BWL 2-1 , BWL11 •_'_'_-_'�I-� _I-_----- _._---- _ I -_- --_----- _--- ...-_'�' �'� .� _.�. .._._.. ;• I I ' oZ. 1 I M T I I M I I ' II < 1 2'8" 2'-4" I v � 1 0 N 1 I I _ 1 ZO" ' I 2B" I n I m I 2,-4" 1 I N 2'-6- y_g- N 1 I I I I 1.�.~ ---------- I I- - C N o 0 I CN p I ------ II GB METHOD , r O v I -______-- II I TABLER602.10.4 I N z N 1 I I -- it , 7"O.C.AT PANEL EDGES , 1 INCLUDING TOP AND � � I ' - o I I I BOTTOM PLATES,7"IN FIELD 4 N ALL HORIZONTAL JOINTS Lii BLOCKED AND ' W FRAMING CONNECTIONS I J AS PER DETAIL 2 ON DWG 2 Q > U i I IILU I � I I I BWL 2.2 ° ■ ' ' _.----_---_-- -------------�- 1------------ o ' o 24 ■ I N N N O v ■ - ... I I 3052 3052 3052 I3052 I 3046 3046 3046 3046 1 _�. - BWL 1-2 __- ..... .. V X T VINYL ARCH TOP ' I I rr I � I 2'-113f16" 3'-101W 3'•2" T-2" I -D 11/16" -81 -1 3/16" I 3052 2 37'-6" 3' 3052 I 4'-11 15/16" ` CS-WSP 2,_0. I 59'-2" 4'-0' 1 1 V 00 I O v I _ A O \In J 2ND FLOOR WALL BRACING PLAN 1 ST FLOOR WALL BRACING PLAN SCALE:3/16" = V-0" SCALE:3/16"= V-0" / Q