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Home My WebLink About47852-Z ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY P ' 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#: 47852 Date: 5/24/2022 Permission is hereby granted to: Waner Rosemarie 8310 Soundview Ave _ _.wwww_...... ___ ................._............ .. __�...... _ wwwwwwwwwwwwwww................_._aaaa........._.�..._..-,._..._ Southold, NY 11971 To: construct accessory garage as applied for. At premises located at: 8310 Soundview Ave. Southold., SCTM # 473889 Sec/Block/Lot# 59.-7-29.6 Pursuant to application dated 4/15/2022 and approved by the Building Inspector. To expire on 11/23/2023.amm Fees: ACCESSORY $906.40 CO-ACCESSORY BUILDING $50.00 Total: ........ $956.40 ...........-- L........................ Building Inspector pFkkq ; � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 letts://WWW sOU1hOldtovv Date Received APPLICATION FOR BUILDING PERMIT Foi Office Use Only PERMIT N0, Building Inspector:...........-... UY Applications and forms must be filled out in their entirety. Incomplete ; applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. OF Date: OWNER(S)OF PROPERTY: Narne: SCTM # I 000- - _ (p Project Address: Phone#: q"1 I Email: Mailing Address: EAI. CONTACT PERSON: Name: Mailing Address: Z;�2 Phone#: `' Email:Wi amLetItI DESIGN PROFESSIONAL INFORMATION: Name: AUJ-&-T:> Mailing Address: 222 Phone#: CONTRACTOR INFORMATION: Name: Mailing Address:. 27-56 5 Phone# � _C t Email: U41 DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other $ _ Will the lot be re-graded? Xyes 0 N Will excess fill be removed from premises? ❑Yes IKNo 1 PROPERTY INFORMATION Existing use of property: F�tL 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 YNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Cuss A misdemeanor pursuant to Section 2.101.45 of the New York State Penal Law.. Application Submitted By(print name): yf_ ♦ L.( Authorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF GJVFFt�71.IL _) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this " day of _ _ 202 Notary Public SAM UARVEGA o �tafGr Public,State of New York PROPERTY OWNER AUTHOR I AT10 T!ls No.011VE6370422 (Where the applicant is not the owner) `, a:i ,� in Suffolk y29, , t>on�il�issiol�ExPi�eJanuary 2 ,2fi I, residing at . do hereby authorize to apply on If to the Town of Sol ho Buildi epartment for approval as described herein. Owner's Signature Date L e rr i Print Owner's Name 2 �vld AVE 5OLZ446�u7 Generated by REScheck-Web Software Compliance Certificate Project 128109886 Robert Wagner Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,016 ft2 Glazing Area 2% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 8310 Soundview Ave Robert Wagner Allied Design A&E Group,P.C. Southold, NY 11971 8310 Soundview Ave P.O.Box 110 Southold, NY 11971 Morton, IL 61550 Compliance: 7.3%Better Than Code Maximum UA: 286 Your UA: 267 Maximum SHGC: 0.40 Your SHGC: 0,22 The%,Better or Worse Than Code Index reflects how close to compH ante the house is based on code trade-off rules. It t OES bar prr,Wde an estimate of energy use or cost relative to a raeniojurrr c;Cat hramt, Slab-ort-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Ceiling: Raised or Energy Truss 2,077 38.0 0.0 0.025 0.026 52 541 North Wall: Other 544 0.047 0.060 24 30 Walk Door:Solid Door(under 50%glazing) 20 0.350 0.320 7 6 Window-EWG-K-58:Vinyl Frame SHGC:0.22 24 0280 0.320 7 8 South Wall:Other 544 0.047 0.060 24 31 Window-EWG-K-58:Vinyl Frame SHGC: 0.22 24 0.280 0.320 7 8 West Wall: Other 660 0.047 0.060 31 40 East Wall: Other 660 0.047 0.060 18 23 Walk Door:Solid Door(under 50%glazing) 20 0.350 0.320 7 6 Overhead Door:Solid Door(under 50%glazing) 256 0.350 0.320 90 82 Floor:Slab-On-Grade(Unheated) Insulation depth:4.0' 180 10.0 0.640 0.700 0 0 Project Title: 128109886 Robert Wagner .. mmNNN µ�FmN Report date: 05/23/22 Data filename: Page 1 of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ma . .. .............. . ... ..� .. .. .._....._� Name-Title >M�lna,.tutta �, � Date co U.9 100 ............ Project Title: 12810198-......e_...,�ww_.. 86 Robert Wagner .�...__.� .........._.. . ...�,,,-m .M... g Report date: 05/23/22 Data filename: Page 2 of 2 U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 8 ft R-value %of Wall Column Width 4.5 in Exterior Air Film 0.17 100.00% Column Depth 5.5 in Exterior Sheathing 0 100.00% Nailer Spacing 35.5 in Air Space 0.91 90.14% Nailer Width 3.5 in Exterior Wall Framing 1.875 9.86% Nailer Depth 1.5 in Insulation 19 95.31% Stripping Spacing 30.5 in Column 6.875 4.69% Stripping Width 3.5 in Interior Wall Framing 1.875 11.48% Stripping Depth 1.5 in Air Space 0.91 88.52% Wood R-Value 1.25 per inch Interior Sheathing 0 100.00% Interior Air Film 0.68 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film _0.170 0.170 2 Exterior Sheathing 0.000 0.000 3 Airspace 0.820 1.005 Exterior Wall Framing 0.185 4 Insulation 18.109 18,432 Column 0.322 5 Interior Wall Framing 0.215 1.021 Air Space 0.806 6 Interior Sheathing 0.000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R-Value 21.308 Total Assembly R-Value 21.3075 U-Factor 0.047 w,. � � �""+,e +4'"fpX •I ro,�,,+' p� ^".:, ,er^M'. n �m,iwv OR INSULATED,. ..� AIR PCEINTERIOR CAVITYp ✓ AIR SPACE .� DCTERIOR�_m INTERIOR w ,{ LAMINATED- m o NAILERS STRIPPING " ., COLUMN r""^� " ""��^ s'""�, EXTERIOR � """'• �1PFfERIQR R AIR FILM rM AIR FILM 042024430.... [4391210004109S........._. .__ww_w.._._._._. ._._._._ .__ _ -....�-.._w_... .........n Type Span Pl-Hl Left OH Right OH EmOneerinag 1 ZRC66 410900 5 0 o G'fku,r HO 1-3-8 .__. ........ ..._...._................................ .._................................._.....W................ I....................... ...................-......._. Uj D Uj #11.25x11 25 5 SPI, .,^ ,.,� A µ ;� •..,,�,,,„.,,E SPL 00 "�✓� .. � � A s �! �• Tl - #2_5x5 w ' TZ FE w5 9-1 W41l , .-^' at r" r" "� G«I'7 w ,,.18G-MR18-7.5x16.25 119 1118G^-^: !7I.8-7 5x1625 &,. .. "'' wl ,.,.W„.. ....,.� ., """SN'`' .,..,.,..» ., G ..... a....-.. . L S1 S2 #8.75x8.75 J #8.75x8.75 sl S2 H #5x6.25 #18G-S518-8x18 #18G-MN18-7.5x16.25 #5x6.25 #IBG-5518-8x28 &18G-MN18-6.25x17.5 &18G-MN18-6.25x17.5 ...................._.........,,........... .....................�..........:Y- -__..._.. ........... ..----------.-.........41-9-0 ..._-..W......�..,...,..._................,........_ .......�,.#.............. ------ .��...�.................� EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.164"=1' MiTek0 Onl-ne Plus- APPROX. TRUSS WEIGiiT: 455.3 LBS Online Plus -- Version 30.0.069 Dur Fctrs - Lbr 0.90 Plt 0.90 Plates for each ply each face. RUN DATE: 05-OCT-21 plf - Dead Live* From To Plate - MN20 Ga, Gross Area TC V 32 0 0.01 41.8' Plate - S518 Ga, Gross Area Southern Pine lumber design BC V 16 0 0.0' 41.8' Plate - MN18 Ga, Gross Area values are those effective it Type Plt Size X Y 06-01-13 by SPIB//ALSC UON LC# 3 NonStandard Loading B MN20 2-5x 5.0 Ctr Ctr CSI -Size- ----Lumber---- Dur Fctrs - Lbr 1.60 Plt 1.60 C# MM20 11.2x11.2 Ctr Ctr TC 0.60 2x 8 SP-#1 plf - Dead Live* From To D# MN20 11.2x12.5 Ctr Ctr -- 0.57 2x 8 SP-2400£-2.OE TC V 19 0 0.01 41,81 E MN20 11.2x1142 Ctr Ctr A -C E -G BC V 10 0 0.01 41.81 F MN20 2.5x 5.0 Ctr Ctr BC 0.64 2x 8 SP-2400f-2.OE TC N 0 96 0.0' 20.91 L# MN20 5-Ox 6.2 Ctr Ctr WB 0.73 2x 4 SP-#1 TC N 0 92 20.9' 41.81 S2 MT8H 8.0x18,0 Ctr Ctr WG --- 2x10 SP-#1 K# MN20 8.8x 8.8 Ctr Ctr Membr CSI P Lbs Axl-CSI-2nd J# MN18 7.5x16.2 Ctr Ctr Brace truss as follows: ----------Top Chords---------- I# MN20 8.8x 8.8 Ctr Ctr O.C. From To A -B 0.57 8690 C 0.12 0.45 SI#MT8H 8.Dx18.0 Ctr Ctr TC 24.011 0- 0- 0 41- 9- 0 B -C 0.46 8252 C 0.17 0.29 H# MN20 5.Ox 6.2 Ctr Ctr BC 72.0" 0- 0- 0 41- 9- 0 C -D 0.60 7462 C 0.31 0.29 One 2x4 T-Brace D -E D.60 7462 C 0.31 0.29 # = Plate Monitor used K -D D -I E -F 0.46 8252 C 0.17 0.29 Placement Tolerance Used 0.12 in. Attach to 1-1/2f1 edge w/10d F -G 0.57 8690 C 0.12 0.45 nails at 611 O.C. T-Brace --------Bottom Chords--------- REFER TO ONLINE PLUS GENERAL must cover 90% of web length A -L 0.64 7895 T 0.32 0.32 NOTES AND SYMBOLS SHEET FOR and have a MOE >= 1.40E6. L -S2 0.54 7435 T 0.30 0.24 ADDITIONAL SPECIFICATIONS. S2-K 0.52 7440 T 0.30 0.22 psf-Ld Dead Live K -J 0.27 5806 T 0.24 0.03 NOTES: TC 4.0 20.0 J -I 0.27 5806 T 0.24 0,03 Trusses Manufactured by: BC 2.0 0.0 I -SI 0.52 7440 T 0.30 0.22 Morton Buildings, Inc_ TC+BC 6.0 20.0 SI-H 0.54 7435 T 0.30 0.24 Analysis Conforms To: Total 26.0 Spacing 96.011 H -G 0.64 7895 T 0.32 0,32 TPI 2007 Lumber Duration Factor 1.15 -------------Webs------------- Run vertical thru bottom chord Plate Duration Factor 1.15 B -L 0.10 614 C Joint J Fb Fc Ft Emin L -C 0.26 414 T Truss is designed for no TC 1.00 1.00 1.00 1,00 C -K 0.73 1571 C ceiling load. BC 1.00 1.00 1.00 1.00 K -D 0.35 2147 T 1T-Br NOTE: USER MODIFIED PLATES J -D 0.18 953 T This design may have plates Total Load Reactions (Lbs) D -I 0.35 2147 T 1T-Br selected through a plate it Down Uplift Horiz- I -E 0.73 1571 C monitor. A 4342 1378 G 35 R E -H 0.22 414 T Max comp. force 8690 Lbs G 4342 1344 G H -F 0.10 614 C Max tens. force 7895 Lbs G = Gravity Uplift connector FSate Fabrics Li on TL Defl -0.7011 in I -H L/696 Tolerance = 10% it Brg Size LL Defl -0.4811 in I -H L/999 This truss is designed for a A 5.5'1 Hz Disp LL DL TL creep factor of 1.5 which G 5.5" it G 0.211, 0.09" 0.301, is used to calculate total Shear // Grain in A -B 0.54 load deflection. LC# 2 Dead Load Check Online Plus-P Copyrighl NtiTekO 1996-2017 Version 30.0.069 Engineering-Portrait 1015!2021 11:10:51 AM Page 1