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Home My WebLink About45705-Z OgUFFDI�� Town of Southold o� o� 3/22/2022 y� P.O.Box 1179 in z 53095 Main Rd �r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42936 Date: 3/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 580 Stars Rd.,East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2020 pursuant to which Building Permit No. 45705 dated 1/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch, outdoor shower and attached.two car garage as applied for per ZBA 47203, dated 10/18/2018. The certificate is issued to ModemAge Home Bldrs LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1458 1/10/2022 ELECTRICAL CERTIFICATE NO. 45705 9/23/2021 PLUMBERS CERTIFICATION DATED 11/10/2021 Ch r s Sanders hori Signature g�FFol,r�o TOWN OF SOUTHOLD ��o a BUILDING DEPARTMENT z TOWN CLERK'S OFFICE 'Qy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45705 Date: 1/21/2021 Permission is hereby granted to: Cornell, Thomas 170 Jockey Creek Dr Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 580 Stars Rd., East Marion SCTM # 473889 Sec/Block/Lot# 31.-4-8 Pursuant to application dated 11/4/2020 and approved by the Building Inspector. To expire on 7/23/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,951.60 CO -NEW DWELLING $50.00 Total: $2,001.60 Bui i e or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with aqurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2.. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 ~ 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: t� Old or Pre-existing Building: (check one) Location of Property: 74V's' 41 . House No. Street Hamlet Owner or Owners of Property: 2 R lM I lLL.[._.L Q__ Suffolk County Tax Map No 1000, Section f Block Lot_ 9 Subdivision Filed Map. Lot: Permit No. �� Date of Permit. Applicant:��y� Health Dept. Approval: — �� — 1-� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic t ignature sov, K� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765 -9502 P.O.Box 1179 Southold,NY 11971-0959 (j �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RT IFIC.A.TIO:N .Building Permit No. 7 5 7 �S� / 0 , L 71 0 7 Owner: CW (Please t) (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1%0 lead. (P rnb Signature) Sworn to before me this day of NOV ,, 20v';L1 bp - E Y�YVq, o Notary Public 0 eov� K� s� c �s 6�9 ,e"P 0 "XPIIRES,O,``,,,, CONSENT TO INSPECTION O&C11 &C �tti� ldeKs ,the undersigned,do(es)hereby state: wner(s)Name(s) L That the undersigned (is) are)the owner(s) of the premises in the Town of Southold, located at r,S RjY-, �( S,1� N/erid/1 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section J / ,Block y ,Lot eq, That the undersigned(has)(have) filed,or cause to be filed,an application in the So thold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the-laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. 11-7 Dated: I " { —oZ-7� (Signature) (Pri ame) (Print Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Moder &,e AOMQ &i'Mol'risiding at_ 75�5-_ W CLYIer�z 7tYQ � (Print propert wner's name) t-G (Mailing Address) dti r° t�, ��"SVj O�C do hereby authorize end �� L.-e2dS IVY //75- (Agent) Ldi n to apply on my behalf to the Southold Building Department. /__Z_ to (Owner's Signature) (Date) Nodern k9e Arne ders (Print er's Name) o��OF SOUI�,oI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 IyCOU01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Modern Age Home Builders LLC Address: 580 Stars Rd city:East Marion st: NY zip: 11939 Building Permit#: 45705 Section: 31 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4$ 4'LED Exit Fixtures Pump Other Equipment: Hood, Gas Oven, Fridge, DW, Micro, W/D Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: September 23, 2021 S. Devlin-Cert Electrical Compliance Form qoo vjf soulyO o # # TOWN OF SOUTHOLDBUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST )o [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ' ] -FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t5l, Wt- D C v�!DYV �" i)kl q, ,w b DATE INSPECTOR - * # TOWN OF SOUTHOLD BUILDING DEPT. 4 �o • ,o `ycouim N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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 RE RKS: t �'o �� u�'t a �► � v DATE ZO INSPECTOR OF SOUTyO 4 S7 # f TOWN OF-SOUTHOLDBUILDING DEPT. Cloy 765-1802 . %J NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETYt INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [}c� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) v [( ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR o�aoF soulyo # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPEC ION . [ ] 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: ILIV- - o DATE ------INSPECTOR OE SOOIyo4 S�7-0, L-.101 � ,`0 6 # TOWN OF SOUTHOLD BUILDING DEPT. ��`y�nu►m ''� 765-1802 INSPECTION [ ] FOUNDATION 1 ST y [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ : ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION J- ] FIRE RESISTANT PENETRATION ELECTRICAL,(ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rr DATE /07 INSPECTOR # TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION IST [/] OUGH PL13G. FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] .-FIREPLACE &.CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 tl5• �L I [� . �Wq Wyk ��' oh DATE I INSPECTOR OE SODTyo� * 'TOWN(OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ °]-:INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 'k [a1z:tIzv�10 W 122, IL2 C", Cl DATE 'T INSPECTOR � � ho�aOP SOGTyo� # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' KA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �AlMoo,l DATE . - INSPECTOR f TOWN OF SOUTHOLD BUILDING DEPT. `yrnurm?�'' 765-1602 r INSPECTION . f. ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [- `] ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL M [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 01 � V4 _ � WOW o[�, C�K DATE It INSPECTOR D RE-,Q: n , D I`� U MA R - 2 2022 CERTIFICATE OF INSUVATI 01,NT sL�•��{t Y' t�' �'ysi W. For the following home:J y � LZP STREET ADDRESS Onr Ll 9 3 9 CITY ATE ZIP R-VALUE $111CKNESS Attic Basement ' tither: The undersigned:certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these praductS. INSTALLING COMPANY STATE LICENSE I 7� :5-71 STREET ADDRESS s . CITY TE 21P SIGNATURE RATE One Knauf Grim Contractor's Submittal Material approved for use in project. Aon o Stteibyvifta,lot51 76 580 Stars Road,East Marion =;!° ,=tea r Teahn-rcal Support Approved by D'Amaro.Engineering and Surveying,P.C. t317i 398 43 ext.8727 CHE (per t� y)�R71/p .:.�[.-••» .i--_.-_......-..�..1s.�_. 1 i E�,✓�+,L.0 MAR i o 1 LULL '��*�,0�i�d��p:p�nn,yt�gqSpgo��t�ntot^20 oyg:leLyO. to 213:20.Knauf Irisulatiort,Iris, i i D Amaro Engineering and SUrveying, P.C. 201AARIP0SA LANE TEL: (531)878-7808 MANORVILLE.N.Y. 11949 JDarnaroCaptonline.net March 2, 2022 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.U. Box 1179 Southold,IVY 11971 8E: 2135 Willow,Drive, East Marion, IVY S.C.T.M. No. 1000-022.00-05.00-001.000; Our Job No. 412-ad Southold Building Department File No. 44643 Tempered glazing certification To Whom It May Concern: Glazing for the 4 ft x 4 ft window in the master bathroom is less than 60 inches above the walking surface and faces a bathtub that is less than 60 inches from the glazing. Therefore, this glazing is considered to be in a hazardous location per Cade 12308.4.5. Code Section 83118.3.1 and the corresponding Table R308.3.1{1} require that glazing in hazardous locations regulated by 8308.4.5 conform with CPSC I6 CPR 1.201 Category IT. Consumer Product Safety Commission Part 1201.2 defines Category iI products as Class A glazing as tested in accordance with ANSI 797.1-2015"American National Standard for Safety Materials Used in Building—Safety.. Performance Specifications and Methods of Test." This is commonly referred to as tempered glass. Both Code 8308.1 and CPSC § 1201.5 require that each pane of glazing installed in hazardous locations be permanently labeled with acid etching or other means. Alternatively a Label, as defined by the Code, can be applied by the manufacturer with the performance characteristics of the glazing. It is nay understanding that the Label was removed prior to the Town's building inspection. I and writing to provide independent certification that the subject -lazing conforms to Corse based on my review of[lie following documents: 1. Offer SCHUC 021102676 from DM Windows&z Doors (1800 Greta Steck Road, Copiague, IVY 11726)listing windows supplied for the subject building; r "Code"refers to the 2020 Residendul Cade offew York,State. Commercial Building insulation kNA91it) d D with ECOSED Technology 2135 Willow Dr, East Marion R'"e,h 14ye ty;e,�y Submittal Date 580 Stars Rd, East Marion [i Val 'yb� ti b ttatt t�' L rg-i -Pro•duc�eind pescdptio,>' sf�` �#.,`��t. � -,�� .. 1:eta '� ❑Unfaged Thariital rid Acoustical °; .. .,, - Glasswool insulation designed to be friction fit 0 R-8 RSI-1.4 2Y; 64 mm between metal framing members.Specifier permitted 0 R-11 RSI-1.9 3'h" 89 mm choice of warm side vapor retarders,including foil 0 R-13 RSI-2,3' 3Y," 89 mm backed gypsum board or polyethylene film. Unfaced glasswool insulation is also an excellent 0 R-19 RSI-3.3 6'/.° 159 mm sound control Insulation,designed for Installation in 0 R-25 RSI.4A 8" 203 mm partition walls and as a lay-in over acausttcal oeltng 0 R-26 RSLA,6 9" 229 mm panels. When tested in accordance with ASTM E 84,material [3 R 30 RSI-5.3 10" 254 mm has Fire Hazard Classification of 25150 orle_s, El R-38 RSI.6:7 12° 311 mm Specitication Compliant© •ASTM C 665;Type 1,Class A • HH•1.52IF;Type I,Class A •ASTM E 136 piKraft FacadTh®rmal:antl,Acoustiest-. Glasswool insulation with kraft paper with flanges, 0 R-11 R8I.1.9 3'/a 89 mm Kraft vapor retarder has vapor transmission 0 R-13 R8I.2.3 3'!" 89,mm (p©rmeance)rating of 1.0 or less, 0 R-19 RSI.3.3 6'/." 159 mm. Kraft faced glasswool insulation is-also ah-excellent sound-control insulation,designed for installation in 0 R-25 RSI-4.4 8" 203 mm partition wails and as a lay-in over acoustical ceiling 0 R-26 RSI-4.6 .91 229 mm panels, 0 R-30 RSI-5.3 10" 254 mm Kraft facing will bum and should not be left exposed. 0 R 38 RSH6.7 12" 311 mm Install krait facing in contact with approved finish material. Specification Compliance •ASTM C 665;Type ll,Class C • HH-1-521 F;Type 11,Class C Glasswool Insulation with a flanged reinforced foil! Wkil RSI-1,9 I 3'!° 89 mm sod kraft iacin with an average vapor transmission p R,13 RSi-2;3 3w, Be mm (permeanco rating of.04. 0 R-19 RSI-3.3 6'/." 159 mm When tested in accordance with ASTM E 84,material has Fir!Hazer Clss�ificaljgn of 25150 or-less.- 0 R-30 RSi-5.3 10" 254 mm Specification Compliance 0 R-38 RSI6.7 12" 311 mm •ASTM C 685;Type OI,Class A • HH-6521F;Type Ill,Class t oil Faced Gtasswool foil Insulation whh asphall-coated kraf l 0 R-11 RSI-1.9. 3%,° 89 mm fog facing with flanges.Foil vapor retarder has vapor 0 R-13 R8i-2.3 3'/:" 89 mm transmission(permeance)rating-of.05 or less. 0 R-19 RSI-3.3 6'/." 159 mm Insulation should not be left exposed.Install foil fac- ing in contact with approved finish material. 0 R-30 1181-5.310° 254 mm Specification Compliance [3 R-38 RSI-6.7 12" 311 mm • ASTM C 665;Type III,Class B • HH-1.521 F;Type Ill.,Class 6 DATA SHEET w: Basement Wall Insulation ,t �x � �� s �,��;� IT 01,0t with'Erns, Techoollov fur THE NPRIn ius WF UI . I Basement Watt insulation is a fiberglass blanket larntrtatetl to ItN7RAGTC?RGr - ,Git'S ` d'a` a perforated facing that can be lett exposed.if is also available !f}Fr urtfaced for non-exposed areas st�ch as crawl:spaces: lt.gives you DATE the flexibility to apply the insulation horizontally or vertically, which allows for either half Wali or full-wall.Perforated facing is recommended for the Majority of i1mment wail applications, t k tr a v o v r o • a �� The perforations in the facing allow moisture to pass through the materiali ,•� i`"roduc'�6y the possilAit of condensatiari and ensuring Y� j :F 1��, qk) �• ,p W. .+q v^.' b�+G K' ,proper thermal Performance. P/� r(��Il nnn 1 Foo r.! yyb,Y• � '� �G. c � ,�,. a tl"4 a.. � ..L. CHECKED ��IAR rr{Y 9 y.a e 0 ii i 4 ap y.0 C� APPLIrATION 6 - a New construction or for retrofit in existing homes a � gQ�`i� 9b4@so�$�6&�0�sa r4 t c ° C^ ®�e� fVf' l 1 1+^E{ l4tl Ct7tdIl LlA�icc. NVI, of KEW A9TM C665 • 7ltpe l 1,C1as9 A,L;;xt �r'y 64a� ��. � •Y+, s�- •� �' [EGG Code for a cantl .� rating with no ftlrth inodt i ra�¢t g ; ! •^t INDOOR AIR QUALITY ®�®ova o�qe l i��it�'t�t��gS��O� � F i �� '� ✓� � �L �m '. 9!1'1d9E98881�1� ' � �, 7 • >=ltCi= Cerf1F{ed � r_1tf r rill $� 4 Contractor's Submittal Material approved for use in project. ^ 2135 Willow Drive,East Marion Approved by D'Amaro Engineering and Surveying,P.C. ✓' b 'k �3 LL 1tR"' ct t � „4. a Yyly '�Il<h)�: v� r. a. '�.w F•'.e�+�{3'*"4 G �'^` Za' ,�"�Gyy MC a^n*�rT t�•a `.:f � ��, °�t�,..,.e..�{ e .�� i t '.t! �¢. �,. �F,! � .+� .5"X 45'x 7 7 R_t 1 I'SKPerforated(White} 1 0< � � r�-� �7Y.�r}y' � � s?" ,x^w�n w,�,{ atm r'I•+-;-€ "'� ,Ccr.is,� yi ,,7'aa r� �.,, �,s. �a�y�yyp��}��fy f x ��' s s.t•`�� s �+"'.� ��'-l{�' x tY°rx�i� ��'�t"'.sy`•�•�Ll{l��i� �'J i�9^�� ti '�' tv�^ � } �':. Y� �"t ,�,. F'+++��+�W:t°�`�1 7 i .u...:F�`_i..�_Y�.l, ._.a..�`��_:..�...Y. ^'r" xi corrosweness ASrt 0665 Does not acedleste corrosion of steel 7tin12i Value ASTI1t C.6?S R-11 Combustibiltf?t ASTM E136 Non-combustible(insulation only) Surface l3nrntng Characteristics ASTM E34" 25156 tft2'rtie'a are3dfsmoke degdoped) •Tiro ASTM 684$landard is t!,Sed satelyte measure and dese be properties of a mtt rrais ansa products in r"p;n5e.to.iwtc'nd'tama under cmtrolled larorat"ronditipnS.ThiS numerical flame spreaf.is riot trrtended to r.2tlert hazards presented pp this ar any ot:5er material un1gr etuai trce,cozzditta+;s f ® ANDERSEN"' WINDOWS & DOORS �'CREATED DATE SOLD BY: SOLD TO: 2/18/2022 FLORENCE BUILDING MATERIALS DOREEN VICI ;`LATEST UPDATE pWAS 6 CORPORATE OFFICE 2/18/2022 .BUILDING MATERIALS, 1647 EAST JERICHO TPKE HUNTINGTON,NY 11743 631-499-6220 X155 AOUVNER Doreen Vid Abbreviated Quote Report - Customer Pricing �;ry , , QUOTE NAME PROJECT NAME k�QUOTE NUMBIAR; � �� ;;CUST(7MER�PQ# � }ka'�,'< � T�tApE Ip ��:. RB-MODERN AGE 580 STARS RD 1895039 Item Qtv Operation Location Unit Price Ext. Price � - 100 1 AA None Assigned $670.63 $670.63 T RO Size=46 1/8"x 48 7/8" Unit Size=45 5/8"x 48 7/8" n TW38310, Unit, 400 Series Double-Hung, Equal Sash, Installation Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Argon Fill Stainless -- Glass/Grille Spacer, Traditional, 1 Sash Locks White (Factory Applied), WhiteJamb Liner 45,615 Unit# U-Factor SHGC ENERGY STAR Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ------------------- ----------------------------------------------------------------------------------- A1 0.3 0.31 YES Al 41.8750 20.2500 5.91000 SUB,?OTAL,,,; $670.63 FREIGHT $0.00 LARQR $0.00 $57.84 TOTAL $728.47 CUSTOMER SIGNATURE DATE Quote#: 1895039 Print Date: 2/18/2022 1:08:09 PM UTC All Images Viewed from Exterior Page 1 of 2 *All graphics as viewed from the exterior. ** Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Thank you for choosing Andersen Windows & Doors Quote M 1895039 Print Date: 2/18/2022 1:08:09 PM UTC All Images Viewed from Exterior Page 2 of 2 2. Certification letter from Darius Mroczkowski,President of MW Windows& Doors stating that [fie fixed window unit No. 5 (containing the subject glazing) has been fabricated with tempered glass; 3. Declaration of Performance from ClniGlass Polska stating that the glazing supplied for the subject window conforms to 1(C)2 + 1(C}2 of EN 12600 Glass In Building Pendulum test Zrnpact test method and classi Ration for flat glass—a European Standard (The "C' in this designation indicates the mode of breakage); and, 4. EN 12600 Glass In Building Pendulum test Impact test method and classi frcation for flat glass obtained from Aenor Dep6sito Legal,an online source for European codes and standards. The categorization of the glazing is Type C based on the UniGlass Polska designation. EN 12600 § 6.3 states, "'Type C—disintegration occurs, leading to a large number of small particles that are relatively hannless" and "The descriptions of the mode of breakage are intended to convey the following information... Type C— mode of breakage typical of toughened glass." Based on the foregoing, 1 herewith certify to the best of my professional ability that the subject glazing installed facing the master bathrown tub performs identically with glazing required to be tempered by Code installed in hazardous locations as defined therein. As always, I can be reached at my office by phone or Email if you have any further questions or comments. Respectfully submitted, ..d3 •f" Pip � Jeri the T. D Amaro 11 -¢Y �� ==�t�69ff=�z�;;1 C? Pr fes. Engineer, Land Surveyor&HERS Rater `�2. bt;;aa° °:~�` Home Energy Rating Certificate Property HERS New Home 1000-31-4-8 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Modern Age Home Builders, LLC Rating Date: 2021-11-16 Rating Number: 2020_068 580 Stars Road Registry ID: 551348026 East Marion, NY 11939 Estimated Annual Energy Cost HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Cost Percent Heating 33.9 $loco 32% General information Cooling 2.3 $140 45vo Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 16.0 $371 11% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 29.5 $1674 49% Bedrooms 4 Photovoltaics 0.0 $0 0% - Service Charges $151 46 Mechanical Systems Features Total 81.7 $3417 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.68 EF,48.0 Gal. Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 121 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.320 Above Grade Walls R-20.0 Infiltration Rate Htg: 1095 Clg: 1095 CF Foundation Watts R-11.0 /Method Blower door HERS Rater lJ A �•'f ,Q D'Amaro Engineering and Surveying Lights and Appliance Features 1 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-878-7808 Refrigerator(kWh/yr) 721 Clothes Dryer CEF 2.62 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colo ado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I NY-ECCC 2020 Certificate 580 Stars Road, East Marion, NY 11939 Building Enve p sut n ui w - Ceiling R-39.0 Above Grade Walls R-20.0 Foundation Walls R-11.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1095 Clg: 1095 CFM50 Duct NA Total Duct Leakage 40.00 CFM C 25 Pascals ndow Data U FactorSHGC ' Window 0.300 0.320 -� Mechamca(Equjplilent , HEAT: Fuel-fired air distribution, Propane, 96.1 AFUE. COOL: Air conditioner, Electric, 15.1 SEER. DHW: Conventional, Propane, 0.68 EF,48.0 Gal. HERS Index: 53 ,.Bu der or Design P ofetslonal Signature REM/Rate Residential Energy Analysis and Rating Software 06.0.4 s IPA 1 s! HOMES Long Island F 12012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 580 Stars Road City: East Marion Builder Name: Modern Age Home Builders, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: November 16, 2021 Outdoors Temp During Test: 44 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.2 pa. Appliances/Fireplace Simulated for Test? Yes_ No✓ Net Change: -6.2 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heahng System Primary: Yes ✓ No_ Tvne: Furnace ✓ Boiler—Heat Pump_Other 1 z; Venting Type 3 Dra S rn lla�e Sin lla�►e CO CO E rcien" Fuel Tvpe Circle'T e _ ascal_ orst Case , - _ `� aturdl .'_ orsfCase. (Natural Rating: N—P O_E N V_M_S v - Pa. Pass 61Fail_ Pass V Fail_ - PPM - PPM — Yes ✓ TTie: Standard Tank ✓ Indirect Tankless S1ze: 50 Style Common Vent❑ Water Heater Primary: — a No — Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone E rcienS§ Fue!Tvpe a• Ven'tins Tvpe 3 k Drat =S.'tn llae' Spit lase(Naturalj. CO CO; (Gircle.TypeJ (Pdscal) `` (YYorse Case) ""' ([3Jorse Case) (Naturdl) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 5 PPM 5 PPM Oven' Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ✓ No Oven CO 60 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Healing System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater$q* Commonly Vented with Heating System or Stand Alone(Independently Vented or hand 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: - Date: November 16, 2021 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 1/21/22, 11:20 AM IMG_0491.jpg t a - -- - r ' r_ V •7 i-- https://mai1.google.com/mail/u/0/?tab=rm&ogbI#senUFMfcgzGmtXJFVQMbDVMQNGRgSvmTpbzq?projector=1 1/1 1/21/22, 11:22 AM IMG_0489.jpg neavn waa rr.a.ww... I https://mail.google.com/mail/u/0/?tab=rm&ogbl#sent/FMfcgzGmtXJFVQMbDVMQNGRgSvmTpbzq?projector=1 1/1 I � y r { 'F . . gN. mr„ .�„^ .^r'a��.k - '$: "d �M X s"F .sx'rJq '•l ,.�./' l ° e 1 1 • � o • � o f FOUNDATION WPM M KBILRY/welux rally PLUe: o Zff NMI INSULATION PER N.Y. . K5 STATRENERGY CODE 'MOM, -' �._� �►� '��• — " � fit" ADDItIbi AL COAMENTS VPMQ BRIM MIMI _ j TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 ��ry� Survey Southoldtownny.gov PERMIT NO. /(/`� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application / Flood Permit Examined 20 r Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: -� Approved I �l 20 l Mail to:Snp e r Disapproved a/c /.3� _RU 0 J'A_.Pr, ,Cott /y Y�17�7 Phone: &31—F79 Expiration 20 'Z,r2'— it D) L- Building Inspector l� NOVa 2020A P1�.IyICATION FOR BUILDING PERMIT - der �q 4: Date ,20 BL' . C,�EEPT- INSTRUCTIONS TOWN C'?: a_TCHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. (gignaturtbf applicant or name,if a corporation) 1�Y // J-7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises M0 d e r-n tae_ 7%0e (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 7 00a2. — y Plumbers License No. /4.2- — /1.(P Electricians License No. 418.O(e — Other Trade's License No. 1. Location of land on which proposed work will be done: M cl. _ LAS� fro-use Number Street Hamlet County Tax Map No. 1000 Section �3L , J Block / _Lot4ty__ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyQSI- I _ Sid'iP W?.I(j b. Intended use and occupancy S Tfa1e IA reS►'Cl encu U 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ' s�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars = 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front A' Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 2 8. Dimensions of entire new construction: Front �Q L/ Rear 0 Depth 44 Height nZ)4.(p 1 Number of Stories j- 9. Size of lot: Front C)o-�p Rear 10O-P+ Depth 4-05-+" 10. Date of Purchase Name of Former Owner--Th UMO-S Corn�� 11. Zone or use district in which premises are situated TO-1- 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO n 13. Will lot be re-graded?YES\/ NO Will excess fill be removed from premises?YES NO X. M odern e7SSbdo�Ye rl h-five 14.Names of Owner of premises Horne'? 1&ers Address►tai r', +h�+s Ie- Phone No.(P31-1(0-1—407 Name of Architect S' �*nxatn Addressc�D Kari eosa-la ip- Phone No lo31 - 9-7 S' ?Sd8 Name of Contractorrrn -a-r, Dwoer Address 'm01"'►0"y'ue Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF I) -Jchn t� L-ce✓�S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the h eln (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 trunf hia knowledge and belief;and that the work will be performed in the manner set forth in the application fi ed therewith. Jamie Francis Swo L) Notary Public State of New York met ' NO 01 FR6112394 ay of 20 ore N0 Qualified in Suffolk Count3 %Mi�— Commission Expires Jul 6 2 (Y*4111bli-dI can BOARD MEMBERSOF 50U Southold Town Hall Leslie Kanes Weisman,Chairperson O�� Ty�l 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Ne. Town Annex/First Floor, Robert Lehnert,Jr. • a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento 7, A' UUN Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS + Fi I Cd 10:05 RVA TOWN OF SOUTHOLD OCT 2 5 2018 Tel.(631)765-1809•Fax(631)765-9064 � So hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 18,2018 ZBA FILE: 7203 NAME OF APPLICANT: Thomas &Martha Cornell PROPERTY LOCATION: 580 Stars Road,East Marion,NY SCTM No. 1000-31-4-8 and 1000-31-4-9 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 6, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject parcel is a non-conforming 20,452 sq. ft. lot located on Stars Road in East Marion. The parcel is Lot# 1 on the subdivision map of"Soundcrest Woods"filed on June 9, 1969. The property has a frontage of 100 feet on Stars Road, then a southerly property line running 205 feet,the easterly line is 100 feet, and then returning to Stars road for 204. 06 ft. The property sits directly to the north of SCTM# 31-4-9 which is an 80, 534 sq.ft. lot. BASIS OF APPLICATION: Request for a Waiver of Merger petition under Article II, Section 280-10A, to unmerge land identified as SCTM No. 1000-31-4-8 which has merged with SCTM No. 1000-31-4-9, based on the Building Inspector's June 15, 2018 Notice of Disapproval,which states that a non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983 and that non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements (minimum 40,000 sq. ft, in the R-40 Residential Zoning District); located, at 580 Stars Road, East Marion,NY. SCTM Nos.1000-3 1-4-8 and 1000-31-4-9. RELIEF REQUESTED: The applicant requests a waiver of merger to unmerge the subject property, currently vacant and unimproved, known as SCTM# 1000-31-4-8 from the neighboring lot to the south known as SCTM# 1000-31-4-9, also vacant. According to Section 280-10 of the Town Code, the lots have merged by operation of law. ADDITIONAL INFORMATION: Page 2, October 18,2018 #7203, Cornell SCTM No. 1000-31-4-8 &9 1. The applicant submitted a list of surrounding properties which have received relief from the Zoning Board for lot area,and waiver of merger,and a chronological list of ownership of subject parcels. 2. The applicant's representative submitted to the Board a copy of a section of the code, Section 100-12, Amended 10/30/1973,which lists exceptions to the Waiver of Merger Law. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 4,2018 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: Pursuant to Chapter 280-11 (Waiver of merger)"If a lot has been merged pursuant to the provisions of Chapter 280-10,the Zoning Board of Appeals may waiver the merger and recognize original lot lines upon a public hearing and finding that A.The lot proposed to be recognized has not been transferred to an unrelated person or entity since the time the merger was affected..." 1. The subject parcel, known as lot 1, is part of a residential subdivision on the"Map of Soundcrest Woods", filed on June 9, 1969, and was protected from merger until 1997,on the exempt list 100-12. 2. The property was purchased by Morgan and Maybelle Cornell in 1971,after the subdivision was filed. 3. The Comell's already owned the neighboring.two acre lot to the south, known as SCTM# 1000-31-4-9. 4. The property was passed to their son,Thomas and his wife Marta by an executor's deed in 2003. The Board finds that there have been no transfers of ownership outside the family since the time merger was effected, AND Pursuant to §280-11,the Zoning Board finds that (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because the configuration of the lot follows the original plan and design on the subdivision map, "Map of Soundcrest Wood" filed in the Office of the Suffolk County Clerk as Map No. 5315, whereby the subdivision lot 1 (SCTM 1000-31-4-8) is comparable in size to the residentially developed lots immediately to the north. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because parcels known as SCTM Nos. 1000- 31-4-8 and 1000-31-4-9 remain wooded and undeveloped without any improvements having been built on either lot. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because it is comparable in size to other area lots along the east side of Stars Road and because of the condition imposed herein which will in future mitigate adverse impacts to water quality Page 3, October 18, 2018 #7203, Cornell S CTM No. 1000-31-4-8 & 9 RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Lehnert, seconded by Member Acampora, and duly carried to GRANT the waiver of merger as applied for and as shown on the survey prepared by John T.Metzger, Land Surveyor and dated May 4,2018. with the following conditions: 1. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as Lot 1 (SCTM 1000-31-4-8)be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. When parcels 1000-31-4-8 and 1000-31-4-9 are developed with dwellings in the future,-the installation of a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System (UA OWTS)shall be required . That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, .setback or other feature of the subject property .that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,Planamento and Lchnert. This Resolution was duly adopted(5-0). Leslie K nes Weisman Chairperson Approved for filing/0 / /2018 SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. l000-31-04-8, 9 SCALE`P= 50' MAY 4.2018 h 1 0 _ p. `o .7 L CJ fJ N/O/F FAST MARION UNIO FREE SCHOOL DISTRICT 2 1 S104930'E � 100.00' 157.99'ACTUAL %'S83'18'40"W FN/OE/F 0 158.09'DEED i 29'81' 51158'10"E 328.05' V" ?� 7 H 000Ui Lo 02 N N co"e Nc 'Y� O LOT 2 SCTMg 1000-31-04-8 - $CAf# 1000-31-04-9 'N p op o:rn :W 3 m � .rtuai�xos 0 Nom, v -4 4p'W N22*5 176.83' — —N38'10'20"W 100.00' 145.00' `.N1339'S0"W 29.92' 583'18'40"W N1077'20"W 245.00'- \ 20.04' STARS BLVD. W" as KEY \ Q =RMR ® KU -STARE FINAL.MA a -feSrNaE REVIEWED BY ZBA . =PIhdD3 s a MaNUPEMENr SEE DECISION# . m REMOM nAG DATED-LR-1 h7! ''D.,—URurY POLE Or-Ntt1RANr AEOF NEryY LAT NUNSERS ARE REFFRENC£O TO NAP OF SOUNOCREST WOOD' �rISOF Ne, SQ'aS.RtET20�- A7LED U1 INE OFF7CE OF SUFFOLK COUNTY CLERK AS MAP NO.5.715 ELEVATIONS ARE REFERENCED TO NAVD 8V './(•y I ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A AREA SCTM#1000-31-04-8=20,452 SO.F'T. a `g VIOLATION OF 5EGTION 72090F THE W-W YORK STATE - C 0.49618 EDULATION LAW.EXCEPT AS PFR 5EGTION AREA SCTM#1000-31-04-9= 80,534 SO.F'T. 7209-SUDDIV151CN 2.ALL CERTIFICATIONS HEREON ARE VALID FOR THIS IMP AND COPIES THEREOF Oi.^_Y IF SAID (631J"7 -5020 FAX(631)765-1797 NAP OR COPIES DEAR THE R.PRE55ED SEAL OF THE TOTAL AREA= 2.3183 ACRES P.O.eox sas SURVEYOR WH05E 51GNATURE APPEARS HEP.ECN ULAis7TsMONY. 118-122 33OARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson OE SO!/r�O 5309.5 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes � Town Annex/First Floor, Robert Lehnert,Jr. • y0 54375 Main Road(at Youngs Avenue) Nicholas Planamento �f �C®um . Southold,NY 11971 http://southoldtownny.Qov - /7 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD JAN 1 2 2021 November 20, 2020 Tel.(631)765-1809 -Fax(631)765-9064 Larry Davis Davis & Prager, P.C. Attorneys at Law 175 Oak Street Patchogue,NY 11772 RE: Appeal No.7203, Cornell,580 Stars Road,E.Marion SCTM No. 1000-31-4-8 Dear Mr. Davis; I am in receipt of your correspondence, dated December 16,2020, where you have expressed difficulty in obtaining a building permit, and are requesting a change to condition (No. 1) in the above referenced Zoning Board of Appeals decision of October 18, 2018. In your letter, you explain that due to recent events of the pandemic, receiving the recorded deed back from the Suffolk County Clerk's Office is taking anywhere from 12-16 weeks, sometimes longer, and asked that this Board approve the issuance of the building permit without a recorded deed. Since the proposed change requires an amendment to the original ZBA decision. I added your request to the Zoning Board of Appeals Special Meeting agenda of December 22, 2020 for a discussion and vote. The Board subsequently voted to amend the condition in the October 18, 2018 determination, based upon the information you have provided, and I am enclosing a copy of same, herein. This amended decision allows the Building Department to issue a building permit, but only allows for Certificate of Occupancy to be issued,once a recorded deed is submitted. Contact our office if you have any further questions or concerns. S' • rely, Leslie Kanes eisman Chairperson Encl: AMENDED Decision dated December 22, 2020 cc: Michael Verity, Chief Building Inspector BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson �QF $® �, 53095 Main Road-P.O.Box 1179 . � � _ h® l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento liY�+o .� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD-OF APPEALS TOWN OF SOUTHOLD December 30, 2020 : Tel.(631)765-1809-FOX'.(631) 765' 064 'Luigi,Pascarella,P.E.PLLC Consulting Engineer F .,. .. . . P.O Box 797 . . -N Y. 1.1729 RE; Request for De Mnimus:Deterrnitiation A PPeal No 7395, Yriglit; 2105 Orchail Road,fast Marion CT1vI:No Dear Mr. Pascarella. . M. I am in receipt of your eorrespoxidence,dated December 16, 2024;reguesttng a:de minimus.determination' n tile.a>?ove referenced.Zonmg$oard of Appeals;decision >n_your.letter; you request ai de rfiiirnus.approval to dernolzsh and construct a new single family dwelling liaVing:less than the minimttxi front yard; side yard, and combined side yard setbacks.as requ•tred by the Towri Code: .. x :lain that u `on unearthin the existIn foundation anal ex osin the existin fra[rning;it was; e p P g . g . p g g discovered that the existing components are substandard,and that with the Zomig Board's permission you Wish to;extend`the demolition of the structure further`than original"ly proposed You have req% ested that the eistirig:foundation and frairirng be removed and replaced wth.a..codeompliarit foundation/0ootinig'system and•proper#raining members:... Based upon'the information provided, Lhave determined your request is de minimus in nature because the changes do not increase the degree of non conformity and uphold the intent of the original ZBA decision. Tease be advised that conditions set forth in Appeall0 7395 still apply:. sl 1hat3you submit to otir.. . o foe tvu 16ri8r ial ligand axiax a1 st'a�rn_ped archi ectural Alae s depicting the aforementioned changes; - Contact our office if you`e any:further questions•or concerns L will instruct'the office to send a copy of this letter to the Building Department.: Sin 1. e eslie Kanes Weismanij ;` Chairperson JAN _ 4 2021 cc: Michael Verity, Chief Building Inspector _ ' - - tir D Luigi. Pascarella,. RM,9 PLL.0 _Consulting: Engineer P.O. Box 797 Deer Park, N.K 11729. Phone/Fax(OV421=3734 December 1:6,2020 Ms: Leslie Kaines Weisman Chairperson Town of SoUthold.-Zorilho Board of Appeals, _. Town Hall Annex Building $4375 Route-25 Southold.NY 11971' - Re :Existing;F'ouridation.-on'd.Framing DEC 1 2020 ZBA.—App(rcation ..7395 Wright.Residence 'Z*A'n9 hoard`c 'ap 2105 010 Orchard.Road peals_ East Motion;'NY 11>939 SUM No 1000-37-3-G Dear Ms: VNesman . I am-writing 1 you regar.:d�ng elle condition;of the existing foundation and#raining of tha. main dwelling Tine existing foundation consist of_clay tnck:on a.poured concrete footing: . :The existing floor framing is 2"x 8"wood floor joists spannmg.iovernrneteen (19').feet: and'walls are 2":x 4"frarned at 24b_opo: Upon thestart of �rork_and unearthing the:existrrg foundation and ex.posing the ex�s#ing #rarOng our;revietiv of these components, itis our_professional opinion that,both, components are substandard and hat in compirance writh the 2020 RCSNY. (We have provided photographs of thwexis#ing:substande-d foundation;and#rarraing.) We propose to replace the exmteng clay brick foundation in the fMt. bt"Hon of the house wrth.a dew eight(8fl, inch.thick reinforced.poured concrete wall and:'a new.eight.(8") inch. thick`r pin forced poured concrete footing The tots!linear feet of foundationffootrng to be repleted is:sixty(67')feet (seo:enclosed.sketch). We.:propose to-replace the existing wQW,.framing:with a 2"x4" pressure treated bottom plate, 2"x4° Q 16° o c and two (2) 2"x4"top plates. The existing fist floor-pists well be changed't:o 17311.230 wood I foists at. deep:and the a cisting_second f oor.joists ill be.changed to- 40 :7`Jt:23.0 wood l ldists of 9'1&deep. Therefore, i#is strongly recommended that.the ezWing foundation and frarnmg be removed and replaced uvith a node compl"rant foundationtfootirg system and proper framing rnem er . Since I ;QF N q p . Lui scar 11, ..-S. Consulting Engineerk cc: Dan Wright, Owner 71936 �Gr ` BOARD MEMBERS. Southold Town Hall Leslie Kanes Weisman,Chairperson �� SU� 53095 Main Road• P.O.Box 1.179 �, Southold,NY 11971-0959 Patricia Acampora r :. Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 MainRoad(at Youngs Avenue) Nicholas Planamento ��•Iro Southold,NY 11971 littp://sotitliolftwnny.gov. ZONING BOARD OF APPEALS .December 16,202] TOWN OF SOUTHOLD Tel.(631)765-1809 Fax(631)765-906.4 Jennifer Leeds Leeds Expediting 134 Sequoia Drive ..__.. __. Coram,.NY 11727 RE: Request for Extension Appeal No. 7203,. Cornell. 580 Stars Road,E.Marion,NY SCTM No-.I 000-1-000-3J-4-8 Dear Ms.Leeds; We received your letter,dated December 7,2021; requesting an extension of a Zoning Board of Appeals condition that requires that you obtain a Certificate of Occupancy. You indicated that you are in°the process of obtaining final approval from the Suffolk County Department of Health Services (SCDHS), a precondition for the issuance of a Certificate of Occupancy by the Building Department.. On November 20,2020,the Board amended a condition of approval (No. 1)allowing the Building Department to issue you a Building Permit without having yet obtaining and submitting a Recorded.Deed to our office because you explained there was a backlog occurring at the Suffolk County Clerk's Office due to the COVID pandemic. The amended decision conditioned the issuance of a Certificate of Occupancy only after the Deed.is filed with the County. Since then,we received the Recorded Deed and you have explained that all building inspections have been finalized. `During the December 16,2021. Special Meeting, the Zoning Board of Appeals granted your request for a sixty (.60) day extension giving you additional time to obtain a final approval from the SCDHS. This extension will expire on February 16, 2022. Feel free to contact our office if you have any further questions or concerns. I will instruct the-office to send a copy of this letter with your request to'the.Building Department. 4Si e ly, Leslie anes Weisman Chairperson cc: Building Department y � X05 - r BOARD MEMBERSOF SOOT Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes �„ Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento IiYOMNI Nov Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALSjug '{< ' ' ` : r ti:� 1 �~ TOWN OF SOUTHOLD Tel.(631)765-1809 Fax(631)765-9064 MAR 22 2022 . M. ch'17, 2022 Jennifer Leeds4_ Leeds Expediting _ r:r`ri'i3 OF �3TIEw� 134-Se quoia Drive Coram;NY 11727 RE: Second Request for Extension Appeal No. 7203,. Cornell 580 Stars Road,E. Marion,NY SCTM N04,1000-. Dear Ms. Leeds; We received your letter, dated March 3,2022, requesting a two 2 month extension of a Zoning Board of Appeals condition that requires that you obtain a Certificate of Occupancy. On December 16, 2021,the Board granted your client a 60-day extension giving you additional time to obtain a final approval from the Suffolk County Department of Health Services. You indicated that you are now in the process of obtaining final approval, but are delayed awaiting approval from the Building . Department for window certification. During the March 17, 2022 Special Meeting,,the Zoning Board of Appeals granted your request for a two-month extension giving you additional time.to obtain a Certificate of Occupancy. This extension will expire on May 17, 2022. . Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send.a copy of this letter with your request to the Building Department. Sincerely, lY, eslie K. Weisman Chairperson cc: Michael Verity, Building.Department �o��g�FFO(KcD Gy�c BUILDING DEPARTMENT-Electrical Inspector W x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y��l Telephone (631) 765-1802-FAX(631) 765-950 Temporary Certificate # � Date 2021 Customer Name a ei/ gr Electrician Name u�e.00EtlL Address _r- ,, �®�➢ Phone g?Li q �� e-mail e-mail y�1® Q �rG Gar e aM Phone License# (o >AAC- Size qO A Phase Overhead Underground #of Meters Remarks #of Underground Laterals . 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali r 90 days fro the date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector pts. COp TOWN OF SOUTHOLD 4 M 2021 o Town Hall Annex - 54375 Main Road - PO Box 1179 C4 Southold, New York 11971-0959 y��l ��,� Telephone (631) 765-1802- FAX (631) 7657.902 - rogerr(b_southoldtownny.gov-�- seand(cDsoutholdtownny.gov APPLICATION-:FOR ELECTRI•CAL.-INSPECTION - N te: ELECTRICIAN I . ORMATION'-iAll'Information:Regtiired) C7 Company Name: Gk �YI! •. Name: l License No.:: emalf' Phone No, . }- qg .' I-req est' emat'copy of Certificate of:Compliance: 7.1 Address: : JO SITE.IIKIFORMA710N :(AlI'infonnatitin Required) NomeVD Address:, 1 � 1• CJ s;.--Street h YP,'ane .. gldg:Permit# email i 3 a: BlocAp Ar k Lpt " x Map:District: 1130Q Section BRfiEF DESCRIPTION 0i :-- - 4 Please Print Clearly) ' - u `Se• Kl- ' —Ti= i ren - - Check All That Aplply Is job ready for mspectiori7 YES " NO Rough.to .-. [�Fanal Do you need a Temp Certificate?µ YESNO -: Issued On Temp Information: =(All information:required).~- ___ service Size1 Ph 03 Ph _ Size tia_ A #Meters _ ----------- _Old Mete' New Service 0 Service:Reconnect .E-Underground- :Overhead Underground Laterals [�1 02 OH Frame QPole ' Work done on'Service? Y [].N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx , PERMIT# Address: Switches $two Outlets I� I b GFI's Surface, Sconces1 hdH's �1 f I UC Lis Fans Fridge HW • is Exhaust Oven Dryerq,07'K Smokes DW Service Carbon iVlicro Generator Combo Coolctop Transfer . i AH Mini AC Special: Comments. �, :A Scott A. Russell , �°su FFQ'� 5`7C'0)KA�J WATJE1K \(Gr E 11EI�1F - . SUPERVISOR z AWA\N A ) SOUTHOLD TOWN HALL-P.O.Box 1179 (\^( ,. 53095 Main Road-SOUTHOL,D,NEW YORK 11971 Town of)J ou tho l d CHAPTER 2316 - STORM'WAIER;MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS pROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No F1 M A. Clearing, 1 ubbin , radin or st�ri in of Iand which affects more g g g g g Pp g f than 5,000 square feet of ground surface, B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®rA C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of, horizontal distance. El M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ED E. Site- preparation within the one-- undred-year floodplain as depicted on-FFl MM-Mapr-of-anyw Awc0urse. - F `0® F. Installation of new -or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management �- Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax.Map Number! Chapter 236 does not Apply to your project. If you answered yES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department with your Building Permit Application. - S.CT.M. 1000 Dales APPLICANry (Property owner.Design Professional,Agent,Contractor,Other) D mt � Z� � NAME �e _\ C r �.>S Section Block Lot �,� a FOR BUILDING'DEPARTINIENT USE. ONLY Cornac�In(ormau I I i 5� `— 1� � Cil Amo:.: Reviewed By: — — — — Date: ___.__.._.. . _Property Address-/ Location of Construction Work: — Q � —® Approved'for proces�tng Buil' to Perintt:-----------'`--- Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review_) FORM ' SMCP-TOS MAY 2014 APPLICANT: ' IProperry Owner,Design Professional,Agent,Contractor,Other) S.C.T.M.*: 1000 aOS CHAPTER 236 T 1 ScravaIer Va nnt Control Plan y- of CHECK LIST .: NAME: 1��i�Q( eCIS -Section Block Lot + z. S M C P -Plan Requirements: Provide ONE copy of the Bulk Ing Permit Application. 4 Date: * The applicant must provide a Complete Explanation and/o Reason for not providing all Information that has been Required by the following Checklist! 1r� .,,re 31 S qumnea 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YESIf You answered No or NA to any Item, Please Provi e Justification Here! show all of the following items: NO NA If you need additional room for explanations,Please Provide!add itIona I Paper. a. Location & Description of Property Boundaries (�] b, Total Site Acreage. — c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-atc. 1. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Di e. Limits of Clearing & Area of_Proposed Land Disturbance. , f. Existing & Proposed Contours of the Site WinimumxIntervals) Le g. Location of all existing& proposed structures, roads, ! driveways, sidewalks, drainage Improvements&utilities. i h. Spot Grades & Finish Floor Elevations for all existing& ' proposed structures. 1. Location of proposed Swimming Pool and discharge ring. i I j. Location of proposed Soil Stock ile Area(sl. I S01np� k. Location of proposed Construction Entrance/Staging Area(s). 1, Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion 3 sediment control measures. 0 ( ; 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all Impervious surfaces generated by a two(21 inch rainfall/storm event. t 3. Details&Sectional Drawings for Stormwater practices'are required for approval. l f IteMs requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. .inf Iltration basins,swales,etc.) i 1'(-.)Il ENGINEERING DEPARTMENT USEONLY Additional Information is Required. Reviewed & ! I Stormwater Management Control Plan is NIot Complete. AppiovedBy: I — - - - - - - - - =- - - - - - � - - - - — 1 — Stormwater Management Control Plan, is Complete. Date: 1 ® SMCP has been approved by the Engineering Department. .I. FORM R SWCP Check List-TOS MAY 2014 ; 91 Town Hell Annex 'i Telephone(631)766-1802 54375 Main Road 1'e Fax(631)765.9502 P.0.Box 1179 -. Southold, NY 11971-0959 �!6t, BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMSER CONSTRUCTION Date: 4Q Z Owner: d d?_r e_ 'l finers LLC, Location .LC- Location of Property: Sio, YS • T NQS��r/�7'l Please take notice that the (check applicable line): _ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams(F) Roof framing (R) Floor and roof framin (FR) Signature: Name(person submitting this form): _M 0 A-P irR e-�6.me � L�-C- Capacity check applicable line): V. . Owner Owner representative TrussReg16.docx Effective 1/112016 LONG Q PSEG ISLAND CY. DIST. RT. FOLIO S. RATE CODE APPLICATION&CONTRACT ❑ ELECTRIC APPLICANTS LAST FIRST MIDDLE P FULL NAME MODERN AGE HOME BUILDERS LLC SERVICE NUMBER STREET APT.NO. VILLAGE NY ZIP R ADDRESS 580 STARS RD EAST MARION 11939 NEARESTCROSS PREMISES STARTING TELEPHONE p HOME O OTHER I PIOWN STREET wl il yr. I OCCUPIED AS ION DATE rE314ENT MAILING ADDRESS EMAIL (IF OTHER THAN ABOVE) 3080 ROUTE 112 SUITE C,MEDFORD,NY 11763 IPETER@MODERAGEMOMEBUILDING.COM N FORMER ADDRESS NUMBER OF FORMER ACCOUNT# YEARS HERE T EMPLOYED ADDRESS OCCUPATION TELEPHONg NUMBER OF BY (��j(-3' 7 (4J`�3 YEARS HERE THE APPLICAHE AGREES THAT RE OR SHE WILL PAY THE APPLICABLE RATES AND CHARGES FOR THE ELECTRIC SERVICE HEREIN REQUESTED AND TO BE BOUND BY AND COMPLY WITH THE RULES MD REGULATIONS OF THE COMPANY APPLICABLE .psm tovt4rWELCmwftopera"wbsmyftwwn*POtr+wn DytlnLonDlrlrMh�arAWAmM'mP�' n+eCO`fo-d0'mw0 tndeperaBass�ryfwsol�skWfiataAy+yshm. SIGNADMEOFAIPPUCANVAGENT DA E AGENT—ALSO PRIMYGUFI NAME ON LINE DATE CUT❑ON ❑RATE GE [:] OB NO. AMOUNT REECEIPT NO. PAD ACCEPT. DATE PSEG LONG ISLAND CERTIFICATE OF COMPLIANCE New Electric Service to: E3 Existing Residential Construction -or- eNew Residential Construction Expansion of Electric for Purpose of: O Providing Electric Heat -or- O New Building Addition The undersigned certifies that the: )21 1 or 2 Family Residence -or- O Multi-Family Residence -or- E7 Mobile Home OExisting dwelling -or- O Addition to existing dwelling described above is or will be in compliance with the"Minimum Insulation Standards for Residential Construction of Buildings" issued by the New York State Public Service Commission and adopted by PSEG Long Island,not later than 30 days after time of occupancy or 30 days after completion of expansion of existing electric service for the purpose of providing electric heat. It is understood that electric service will not be connected or will be disconnected(as is the current practice)if upon inspection the structure is found not to be in compliance with the conditions set forth. The undersigned certifies that a properly executed copy of this certificate will be delivered to the owner prior to closing in the case of new construction,or,on completion of the new building addition,or,in the case of expansion of existing electric service for the purpose of providing electric heat,on completion of the electric work;and agrees that any successor in title shall be deemed a beneficiary of the undertakings described in this certificate. 3 // WED/ SIG TURE OF BUILDER OR CONTRACTOR Fc11311 erta Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-509-4248 JenniferLeeds0255@gmail.com October 30, 2020 Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: Stars Road,East Marion SCTM# 1000-31-4-8 & 9 Dear Reviewer: Enclosed herein you will find an application for new residential construction at the above-mentioned location. The following is enclosed for your review: • Building Permit Application for a Single-family dwelling • Owner's Authorization • Consent to Inspect • Application for construction of a Septic Tank—for Clerk's Office • Truss form • Proof of Workers Compensation,Disability and Liability Insurance • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit#R-20-1458 • Survey of Property • 4 sets of Construction Plans with energy compliance/RES check If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, *eer Lee Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-879-2684 JenniferLeeds0255@gmail.com March 3, 2021 Mr. Mike Verity Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 Re: 580 Stars Rd., East Marion SCTM# 1000-31-4-8 &9 Dear Mike: Enclosed herein you will find 2 original copies of the foundation location survey for the above-mentioned property/permit#45705/45710. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, Jennifer eds } L NY 005-Bargain and Sale Deed with Covenant against GrnntOr'3 Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS.ONLY THIS INDENTURE;made the day'Of BETWEEN'. � � �E�iC� in the year 2020' Thomas;M.Cornell,as to 99%°undivided interest;and Marta E.Thomas ,asto 1%:undivided,• interest,'"residing at 170 Jockey Creek Drive,Southold,New,York 17971 party of the first part,and Modern Age Home Builders,LLC,755 Waverly Avenue,Suite 218,Holtsville;New York 11742 party of the second part; WITNESSETH,that the party of the firstpart `in consideration•of Ten Dollars.and other valuable cons' "d b'tire i party,of ttie second part;doeshe,t;eby grattt,and release unto the party orthesecond,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 building`s and improvemerits thereon erected,situate,lying,'and being:in the Hamlet of East Marion,Town of,Southold,County of,Suffolk,and State of Ne'York,known and designated as Lot.no;1 on a,certain map entitled, "Ma p of Soandcrest Woods,SectiorrT" and filed in th'e Office of the Clerk.,of the County of`Suffolk.on„dune 9,19G9 as Map,No.5315. BEING AND INTENDED TO BE the same premises conveyed to the party-of the-first-part by deed dated November 4,,2016 and recorded in the'Office of the Clerk of the County of Suffolk on November 10,2016,'in Liber 12887 at.Page 640. l c i F � I 1 TOGETHER withal]right,title and interest,if any,of the party of the first part of,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.andr ghts ofthe 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. s 1 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 incumbered 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 fond to be applied IE '_`fir§fT6Fthe purpose of paying the"to`scof the`improvernent and-will"applythe-same-tirst-to-the-payment ofthe 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. On the�g day of�v'I in the-Year 2020 On the dayof in Elie ear before"rtte,the unaE ed, y pp before me,the undersigned, rsoh y e person 1 a eared gn ,pe all a ared 14 Thomas M.Cornell and 11�farta E.Thomas y Pik. Personally known[o me or proved to me on;the basis of satisfactory personally known to me or proved to meon the basis of satisfactory, evidence to be the individual(s)whose name(s)-is•(are)subscribed to lie evidence to be the individuals)whose names)is(are)subscribed to the E within instrument and acknowledged to me that he/she/they executed within instrument and acknowledged to me that he/shelthey executed the same in his/Herliheir capacity(ics), and'that. by his/her/their the same in histher/their im aci res; and that by his/her/their signatuie(s) on the instrument, the individual(s), or the person upon signature(s) p ty( I behalf of which the.individual(s)acted executed the instrument on the instnrment;,the individual(s), or the person upon -. behalf of which the individuals)acted,-executed the instrument • , _ MICHAELQUINN y, ` tr tld�R UbiQU606662t3 3 Qualified in Suffolk County Commission Expires Novdmber19.2021• ACKNOWLEDGMENI FORK PORUSE WIT EINNEWYORKSTATEONLY: AcwvowLEDGMENTFORMFORUSE,Ol1TSIDE1VE4yI'ORKSTATEONLY: lNew York Subscribing Witness Acknowledgment CeniffcuteJ (Orrt of 5tate:,or Foreign Gerreraf AUI SLOe•dgn:w Certificate] State ofNew York;County of Ss.. (Conipleie Venue iviak-state,, Province uriyhuacfpaf ty) SS.: On-did day of° - in the year', the subscribing wife gaed,:parsonally"aPPed: On the, day of in the year before me the unde rbefore,me,the undersigned personally appealed° 'Personally aeqess to the foregoing•instrument, with,whore,I am i uatn'tcd who,beteg by`me duly swom,did depose and, personally known to me or proved.to.me on°the basis of satisfactory say that tte/she/they restde(s)in evidence to,be the individuals)whose names the ba)s-of s tisfacbedto the Within instrument an`d.acknowledg`ed 16 me,ulat he/shelthey executed f the place-of resrclence is in a city,itrclude thestree(gfz l street number, tltesame in°liis%her/their capacity(ies) that,.by his/her/their signatures) `atiy,thereof;thaC helshelthey know(s) on the instrument;the ind`vidual(s);or the person,upon.behalf of which f the individuals)acted,executed the.,insiiument,andel atsuch individual to be the •indtvtdual described in and who executed' the foregoing made such appearance Before the unders gnedtin the instrument;that saod,subscribing witness was,present and saw said execute the same and that-said witness at.the,same time subscribed (htkthe ci6,,or other'political subdtvisioikand the stnte or cottntnY or •his l er/theirname(s),as a witness thereto. other pldce?lie acknowledgnte/rt was takeir} z , BARGAIN&SALE DEED %Veil covuanxrs AGALNs-i-GRAN ORS ace TMLENo. 'NSTRICT 1,000: SECnON 0311.A- Thomas: { lVl Cornell and•Marta E.Thomas BLo X 04. 0 �LoT oos:o0o` COUNTY OR TOWN Suffolk': ; TO I Modern A e Home Builders LLC g• RECORDED AT REQUFST OF Fidelity_National Title Insuriance Company ! RETURN BY MAIL TO • i FIDELITY NATIONAL TrrLE Davis&Prager,,PC I,\SU$ANCE COMPANY Karry gt.:Davis,Esq. _ (Aconroronn tyax 175 Oak Street .� ' Patchogue.New York 11772 Fidelity dfnnLer Xex•YartSrwe•lsvrcl Trllc Avaiabcc t , IJ . 1 { Z F • it WO tr ILO LU to i M 1 Schedule A Description 'Title Number ADA6243-S Page i. ALL that certain plot, piece or parcel of land situate, lying and.being.at the Hamlet of East Marion, Town of Southold, County t' Y of Suffolk,and State of New, York, knowand designated as no, 1 on--a certain ma entitled, "Map of Soundcrest Woods, Section 1 and filed in the Office of qf'Suffi)lk ori June 9 Ihe Clerk ofthe County 1969 as,Ma_p,.No. 5315. FOR INFORMATION ONLY: Promises being,known as:-580 Stars,Road, 'East Marion Tax Map No,, 1000-081.00-04.00,0.0$,00o t INSTRUCTIONS(RP-5217-PDF-INS):www.orps.state.ny.us ~ FOR COUNTY USE ONLY C1,SWIS Code, I New York State Department"•of` Taxation and Finance C2.Date heed Recorded ( I Office of Rea(Property Tax Services —rat Day Year i ca,Book I ,. I ca:PageRP- 5217-PDF Real Property Transfer Report(8110) '} PROPERTY INFORMATION 1.Property 580 � r 'Location. -_ Stars Road !:STREET.WIIII, ` 'STREET,NAME •SO,uthold _w__ Eas"t' Marion CITY OR TOWN 11939 ' __. VILLAGE ... ' ` 2.Buyer Modern `Age Home Builders ZIPeooE .Name . •'IASL NAMEICOMPANY FIRST NAME77 - •. .. -LASTNAhI:.1PANy FIRST NAME 3.Tax - - Biilirg: Indicate where future Tax Bills are'to'be.sent if oilier than buyer address(at botiom off" Address gpS(t5MEdC MPANY FIRSTNAME _ ;` -< 'STREET NUMBER'AND NAME... -' CITY OR TOWN - - ' 4 Indicate-the number of Assessment E " �BT�TE:. ZIP COu' 1 Part of a Parcel (Only if Part of a Parcel'Check as they apply: Roll;parcels transferred on t_he deed' - # of, OR= 4A.Planning Board with Subdivision Authority Exists t •5.Deed �. Property FRONT FEET; X DEPTH OR O C."4 6 48.Subdivision Approval was Required for Transfer ❑, Size a 4C.Parcel Approved for 5ubdvision with fvJap Provided: Cornell Thomas M. 6.Seller LASTNAMEicgMPANr : Name FIRSTNAME: ...... Thomas Marna E. LAST NAMMOMPANY -' FIRST NAME - 1•Select'the description which most accurately describes the Check the boxes below:as they apply: t use of:the,propertyat the time of=sale: 8.Ov)rZershlp Type is'Corjd'ominlum D C. Residential Vacant Land 9.Neiv,ConsVuction on a Vacant-Land ° • 10A Property ILocated within an Agricultural District I 10B Buyer received a•diSGosure notice indicating that the`pfoperiyhis in an ❑ l Agricultural District; I SALE INFORMATIONJ INFORMATION15.Check one or more of these conditions as applicable to transfer: A.Sale Between Relatives or Former Relatives 11,Sale Contract Date 7/2 9 2 0.2 Q B.Sale between Related Companies or Partners in Business. < C.One the Buyersis alsoa Seller ( 2.Date of SalelTransfer - D.Buyer or Seiler is Government Agency.or Lending ndilitutioni j ({j =E.Deed Type not Warranty or°Bargain and Sale=(Specify Below) F.Sale of Fractional or Lessdhan Fee Interest(Spec#y Below) - • fi (I 13,Full Sale'Price 22 0,000°•OQ: G.-Significant Change,in Property Between Taxable Status and Sale Dates ? H.Sale of Business is Included in Sale,Pnpe (,Full Site Price is the total amount paid for ifie-property personal property:, 1. Other Unusual Factors Affecting Sale.Price(Specify Betow) This payment maybe In the form of cash,other property or,goods;,or(he•assumptlon of J.None ' mortgages•or,other•oblgations.)Please round to the nearest who,/e dollar amount. Comment(s)on Condition 14.Indicate the'value of personal ', { property included in,the sale Q0 t ASSESSMENT IN Data should reflect-the latest Final As'sessrnent Roll and Tax Bill • � I I 16,Year of Assessment Roll from which information iaken(YY) '17..Total Assessed Value j = f i 3I '1 B.Property Class 311 *19School Oysterponds j •20,Tax Map Identifier(s)lRoll Identifier(s)(If more than four,-attach--sheet with additional Identifier(s)) 10'00-031.00-04.00-008 boo CERTIFICATION - 1 i ; I Certify that all.of the items of information entered on this form are true and correct(to the best of my knowledge and belief)and 1 understand that the making of.any willful false statement,of material fact herein subject meto the:p the,psal law_relative to the making and filing of false instruments, SELLER SIGNAT R BUYER CONTACT INFORMATION. a � (Enter information for the buyer.Note;If buyer is.LLC,society,association,corpotallon,jolnlstock=company,estate or 'a [ entity that 1s not an individual,agent or fiduciary,.then a name and contact information of an indlvldualfresponslble party Who can answerquestions regarding the transfer must be entered Type or print clearly) .. . lad- 1441, / _ ' SELLER SIGNATURE + Davis Larry BUYER SIGNATURE, �/ °U1ST NAME FIRST NAME. NY ODS-Bargain and Sole Deed with Covenon(againat Orunlor'c AW 1ndW.1duid orCorporolion-(Stnglo•Slugl)(NYM 8002) CONSULTY.OURLAWYERBRFOhRSIdMi4GTIIISINSTRI1k'NT 2(UBINSTRUIti16NT9tiULLDp8:U3 DBY:LA•W,IERSONLY y / •z y ;THIS INDENTDREri>:1 „ deake. •dn of- r;_tht: ear-'lQ2Q: BETMEN F:.. . Tti'6tnas:Nf Coyne[1,ns to:99%undvaedinferest,and Marftl�L'� �'It�mas,as�.to l%unilYic�etl interest,restding;at.170Jockey ll a Drive,;8oathojil,lien+Rork 11971 partyiof the first purt,.and _ . 'Modern Age Home ti ildess;'LLC,-M Waverly-avenue,Shite 218x l ltsv111e.,,New Yd<k: 11ydz party of the second.p_art; �VITNFSSETH,that the partyofdie:fiist pelt,ift dorisidelitidn ert ADilarS iltld otltct Vnluublis i nStJettiltidh pard by�ha patty of the.secouil part,;does`lietrbjv gmntppt�ielease'.uhto the;p_trtY of d3c5�cbiiJ pa)t:111G;fieirs ors{iccessotspti l as5tgds:oF • ttie,pastyofthe seiiohdpart forcge�, A'LLittatoeitninplot,pheeorpou=i-.ofland.with Iliabtiiidnssand 1nipro�omentstliereai'eiccted;.sitttute,lytngan8"bergirtthe_ Himlet,of:East Mai:'l6h ToWn of 5ottfhold,.Caunty oE'Suffolk:and.State otNe Vork;:kno, and desi9n8ted as Lot:no*ton a•certatq.map entitled,".Map of:Sbbadcre t- oot s„ ection f11ed ct . kWthe Ofceothg Ci6b 9,I949.a8 A1ap.NR.53X5y: BEING AND INTENDED°TO BE rite sante p[emtses; op,eyed to riga patty of;,the#lt t:06rt . by deed datediovemberyOx6and recoeded t4 ttte Ofttce 16£the Clens alhe' oanly,Qlx Snffotk tin.Novetsi6er 10,;2Q16,;in;l ibex 12$&7 at 'arge 6?10:,. TOGGP,!twiihallright,title',nnd#ntetest'aFany,of lia_party.ofth 'r4sx rt:ot marultonnyslieetsuridroOsabulting 1w, `-atiove desdfibed ises to 1h6 center fins thadd;TOGETHER1Vllh the tippu.Mnutic.e:and all'lhazistateuni righ.W o.ttle '.patty of the.fitstptut tn:and to saiJ.pY$riuscs TO HA VE AND TQ IIOBD Inc:premises tierdtn gzanteti;urito.the�pprty afiftts second part,the hens or'sutxtissors and assigns of the patty of thasconq pair^forcrdr', AND the pariy of the`iirscpart covenants ihoi iilc pnrty ofihe:firstpart nus ntikdono.or atiffered anything whereby thtsaid premises'have:tieen•incumberctian any way%fttever:?F dW asiaforisB'd AND the party of the first part;.in cotnpliance wlth Seaton 13 of the tier Lavl,:Covenantslhat the party ofthe:first part will receive-thi consideration:for ihis oonveyance.and will hold rho righl;tnrecetve loch Constdcinuon as'a.tfust fund t6 be applitlii: first forthe purposeof paying the costof the improvement and will gfpiy ilia same drstto the�p y.went.of thc,cost of did irriprovemeat bddre:using unY.Peruof the_total:.of the same'forttny'nthcr:purpose, 7 temprd"ptuty"shall be construed ps.ifit,read. pnrties"whencvCr the sense of this,1 dentine saisgti res: TIV WITNESS WHEREOF.theparty of:ttidtiist pnrt'hds duly ezetatted titis:ilecd the day_and-year frscabovE=ivntt. IN PRLSENCE UB; I aYI CORNEL .:. .. 'MCF&B.-THOMAS" . .._.... ... Schedule A.Descrlptl'on Title Number.ADA6243-S Pepe 3 ALL that certain plot; ple_ce or parcel o.1; nd ol,"tuate; 1"1' and being at the: Hamtetof fast 11 anion o- f=Svtttwd;Eatmty-VT AP I! atiU! � t NOW -- York, knownno,and designated as Lot T':on`.a certain map.ontitled,.".Map Of. S'.aundcrest Woods, Section 1." end toftCJekof the Ogvnty of:Suffolk on'.Lune Rj 1969as M-4p Nb 5315: FOR INFORMQTI�JN ONLY; premises being known as 580 Stars Road, East NI'arlon Tax Map NoIOQO'031 OOQh 00-Q08`dt?Q SURVEY OF PROPERTY LOT 1 - MAP OF SOUNDCREST WOODS, SEC. 1wELLa TEST HOLE (NOT TOSCALFa FILED:JUNE 9, 1969-MAP NO. 5315 MCDONALD GEOSCIENCE SITUATE DATE:AUGUST 4,2020 EAST MARION GRADE -BR -- O -BOWN LOAM(OU TOWN OF SOUTHOLD ML- —PALE BROWN SILT 4' SUFFOLK COUNTY, N.Y. 5'- - PALE BROWN SILTY SM SAND H' TAX MAP NO.: 1000-031.00-04.00-008.000to' SW PALE BROWN FINE LOT AREA:20,451.88 S.F.(0.469 ACRES) TO COARSE SAND DATE SURVEYED:AUGUST 26,2020 13' --_---,_- 15' SP PALE BROWN FINEr ,50'rU w[[,(- 1 -ELEVATIONS REFER TO NAVD88. 17'z SAND -NO SURFACE WATERS OR WETLANDS WITHIN 300'OF NO WATER ENCOUNTERED LAND N/F EKJD FAMILY TRU$T z SUBJECT PROPERTY. O RESIDENCE-WELL.WATER N79042'40"E LOT 204:06 a 0 40 80 r�A�i`� r2, , STAKE FND. t g Feet CEDAR --___--- +22.52 r x REB-FND. CONDENSOR 1.0'3 _ - --- ---- __ SCALE: 1 INCH= 40 FEET DRIVE 9g 2,3$ .L1 hH V�DO O d ELECT.PANEL 2.0'S //' MON p. -w c�F, O p p ® -tee /x m 0 I� O a 0 -0 O x 60.1' �'i U PROPOSED ,'"i �.LO Z I-- SI D\', z NGLEFAMILY U til r' 2 STORY un) r5 ' 1 4 BEDROOM [-il I T �. RESIDENCE LOT I LI.1 v �✓,{/ '1 11� F.FY..n23.0 'may ---- % L o 37` I Z - d. m t 7 0 °'rfi�1 ' ° PROPOSED DRIVEWAY GARAGE ma SANITARY D61GN L- �,ppj�\®, t) 04 O AS PER OTHERS z _ 22.87 _ 4 f. 'o — Dw I r O v ! STAKE FND. c 0L_ W 2©5.00 j S79042'40r'W YxQ 50.0' O o WIDE PUBLIC N O% LAND N/FfHOMAS CORNELL RIGHT OF WAY r71 VAdANT LAND weLLo- O 1 50'TO WELL— - — 1 N ! N83°18'40"E 20.04 # LEnA,t Nart:- - REB.FND ^~•' MON.FND. Z r cn^m:€J�Taorynx t,A:^�:JItvEYIraG Pitt_t.u_R'e;tT'�3:s=_trvcn O -I�:,nVTf vG'tt;.,.f.AI.TEf A?IGY,fi ACCI.IONT':TF:^a SJR'J Y VAf`5Ln4,N!iA LICfr:Saris�at;b 7JR•:..YORS tiFilk%3 A VKitATOY rr SEt:TOlf?Z•.R SUFFGiViSi N2.c FNEVl Y°,i 3TAi[ECu4+ilrtl.l: SLY MUR_AZf SVIV-L'4AP3Yr.:• '..'+lT ,tYo ME3 ",3---SSS g{A-1M. EN1 ttlT'AND CJNiR'G-Cp"P,3}FTi(:.t.3YXT-1 (. �Ft.G L'l 'ji!E 7ESTHOLE Au a IY.:,.•1 p EL.27.05 4 IV^ .,R J ✓u-1�aSYgt.J t>•V!e'�}Y-5 M,a).ara'Tlt>;V T'•fA[ Y,K;: }Y/.t R!'F>r!E A".=�.Hi_I CM1i YI�IT? I..ln S..VI NSJ!rINGGCCaC fNeGTi•C[' KOrt tMG'.,UA'cYJ 1CCP'rL`t}[3t iT•F liCck•CfU,u ATE.'.-C-IATi.'J.F AF:}FT..:iIC.k:-.-:JU:ttY:t,:Y_aJ U it+;E G..r11FlChi'n!.J 19 LIMI fLC.G PCtecONS (J! -.7 1n !A'i} E�INfAR+�/R'lTV 0.lAp::P{:CYr3.Ll;Th"M':TVI,E C6 NAVY.TG TtiE C'f]l'EYCJJ+'SrA44tYit;.:�.'1v-C:flit.<C:E^x'.:N3 N+v1':It,'T.,t:tJII�TC��:fi Lu i 3i3 U!'1.G�a Sin 12 YNnf /�yrn •W�p W t3 T C 1�>C Tip!C+!•!nE.J-An[:r JY;eq 5£CR..fS L R✓! �!� O 3 1 1 kp[ATU ry'IIWk { Np 1wPCJ Mk }hF.-,}!"�pq{Y'�E r'}eC fv^•ty;! GtV.::W`n tC' 'T'.`t 4M1U3 P L:4'1.S Y I] ,Q t f C12;F p1J'4G f iF4 f FlsSw G7}-ICFJA( -NT„e.l5T RN `O.W YT .{!•AJt I.NThG k."fiC>S.HM NT XAFiC 1R. tiF,Fd LY f JN'/t"V ]rtlC (',?i-�.OR G4AFN61ClN ff5'JJ1t P IYrr,ptA'TIE"'T JCPt+E Ta-Rt -PKUPE9rfLC;E; ARk t'T3ASP[ F(-FUf aCI-.FA UK yr Tlll'EFCFiY �� ., � � � � 'f.VpT'•fiE L+]�U "]G,-,f"itt Hk i3C'N t>F'FLKC a F'T INI GY.,L-9 GLS-?nT;^.,-r,PL>Y.,NG:J.FE:IS.Ab,.1,.Cs.J9T..s.-.:_IN4°-,.A...,A:Y.hTVi.. T/FE N tat-C{.. 'ITV}-"ICT h NY Jf�.'El'-FLV GTT1 MAt'Lr E4 C )SEl H UL�GE �Fd Pn �1NG£aTUER+Y.ANfVA,];.nElfS.-OI,t:Cf ICS h1AY CON'RA:'Y Q hUT OR.�pAt D J!7-T"Yl.9 E!J ]1�'TJy PU a4 D s,F"TIOM4 t crl7�e.:�n['++.AI'iGE:! STAKE FND N a.tr .n-�X-tNcrsM h'�. EI svrfat. .r',t.r.6 rAN,ps;l.11a£LPt:Ev t,r.r-•}bTl,Eavn�E N�n:o -,4 �„ 1 nL..wtrsst. a rrTg..._"E T- I,e avRYL'Y Frr�T 7f q'{ o `}$ to U ilk -. Roti 2 U A.J� MD SURVEYING PLL CDRIo a N SIDEWALK h_AhI® StJR'4l�'YII�I F LA,)�t1�i G` / '77 S COLEMAN ROAi3, CENTEtEACi 1t, RIY i_1720 ; DRAINAGE CALCULATION: 0 p91� p y o F PIdOH�dE;'C3! � 6:9�7:� f - RESIDENCE:1988 S.F,x 0.17 x 1.0=338 C,F.REQUIRED m 1 _ AN LO SEPH CECERE PROVIDE:(2)8'DIAM,xe'DEEP DRYWELL OR EQUIV. a ^EMAIL: AJC246@OPT0NUNE.NET PROFE &SIONAL LAND SURVEYOR ci 1 SANITARY SYSTEM CALCULATIONS SITE DATA 1 PROPOSED t BEDFCgY oWZLRvc 0170 t,HD/BEDRaON -410 GHD OMA2R.__......................._._. PETER 61arOlrH ` I YA7fAI7 ERL HON£4Z Al S LLC cSS7Ey OE9CAF 755 WAWAYY AOETII/E;SL✓>F 278 WELL //A OWTS HGLiSYLLE NY 11742 REOUMER HO OPD RAW SYSIAI 577E ADDRESS.__.._._....._....._._. SBO STARS ROAD'h+ PROPOSM(1)NYOR124l AN SEWS 407(HO Gil RA OLD S)S/EV) EAST AMR'OM NY 118J9 SCTA!t000-11-Stl T /'6-[FA Of9G1V fpp R B NNn/(_arn g 9'OFwAI/ANF17 715 srAl6 renAo,ewsr trAROTI 1 150'TO I Lor AREA__._._._._....__._._. 20.152 SF(a1e9 ALRFS) IAYo Y/7 TeolAroor-tm1 tA17T I WEL ITL LEAWW POOL - 287 9r/iF CSE'__.._.___.......____..____. SINGLE FANCY DRELLNO 7 76r L .300 all -W/,w r 12W YSE(2)8110 X 6W LEA al POLLS GENERAL NOTES Q stARe tmAn rAst,rAm- LAtrO Nf' ON Ill1RIAr trmowtx BRL YATrA mgmeA9TAC PPoVAIE Wl LOCATED FVili'lR THAN 700'OF ONE P l VA OWTS lar 2 / PPLC OA .2O2a DRO'E7P TO S7lR1ARWrr�DA TERN PIREPARfD BY 0..0 LAND SLRIf'YaC -- -- Q AFFROC LOCARON 01` DRAINAGE CALCULATIONS OI PRO^OS'm LIN ER ROtA'O I E SFE ACWRK P1.IN5 P/EPARID BY D:U/MO ENIXNEE7PTN0 AND SLIPIE)LYG P.a.DA1ED I PRaaANE TANX I PAIN TOWN a'SD07HCtf0 R£WBIfILENIs;3'7ATAOF PRDNDID FOR A?' NOIENSER BER 14 2078 RAMrALL/N OROLLS F(NGV) N79°42'40"E (saD GAL) 204.06 Bm tEAC/N C POOLS PRL7NDE 1221 a : SZB ECT PROPERTY 6 REPAESEN7ED As LOT 1 ON THE TILED YAP of SQUNDOP£ST MOW;sEc I. O PROPOSM B'/X B• CONDENSOR 1.0'S )_„ / Pr S7T1?AfE lir/t /SAS CEDARa? -aE7P twrWxc- ELECT.PANEL 2.0'S -- -- - PROPOSED POOL COUZAAIENT siA[E Fao. DRAINAGE AMWAM EYED.1/AF'A 1589 AS YAP .zts2 PIS 17r0. -- _ S7l7RA(E (. IISfR£All NO SlNPFACF IC47Ff6 QP M£RANOS W7MN J00 fF£T Ar nE SVlAECT HPO fRTY. J YOL7N0. Z i DRIVE E ':Si S ),IERf All AD EATSINQ SAWTARY S7RUC'IOPES �-_----- -.2 _ O t1//LANG ems sf 1 Lo x(z ilz7- .Tis Lr at T N� 11 0,1 D• /' PR7POSFD BY X 1' 0 OF!V-1 r.rs1 s.rO r(7-n7y- r2f m ,�1sAxc0r AND I I ` I 1 O / 27 r Of[r aerxtu FGv - s.7O Lr CONSTRUCTION NOTES 7'rEET EA75W/C 1 Z 1 0 PhW0.4D WA7fR ` 7 / ASDL OwiRolOW I O sTAPAGE HR7NDEP. 1. Au YA/F99AL5 ARD NE7NOBf tx'n&'COVSZWCnaV SHAG Lb1FY /r0 7L2 STANOKd7s AAD IL ` L 1 0 (2,BIN x B l LEAOBNO POOL - 67D 6' 9rCfd�Yi1np1S Oc ONE Wl Or saU7NOLa 7OG70N ZWA COW oEPARiNd7s Or L/£AL7N PAYAfET1T I _J Q Si '� 0D - 117 //// SEIPLif�S A. P%l IIOW$NrSaE'C.INE YANIFACILROPS S7ECFM417MS AS AH'C/CA6E - 21 0 20' /_ --- _ I/A OWTS GENERAL REQUIREMENTS 2 ANY DAVACL•W INE POl fill WAY OR NBIGISOR D PRcsLn7C's ASA RMAT or 'rl a 60.1' / UK I(' 20 C&STRIC174WA017WRESMINUW449VAZOYA97AMAT A£LTWLR/CIOYs Dwil ffiW IN£ -- -- - O•\ PROPOSED / I 1• LXdY//A OW/S DEPAROGTS All HEAL IN FAP GENERK OR'A ALIVAL AN E IN7H I e8 AI-AB-6-6-!! 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PANEL(SW OWIS NOT£7) C� P7ROWDiI M9 PRmE]P7Y OWD?MUST BE SL.BAR7/FD W n6 DEPARTMENT All PROP W WALL N S5X Ytl2Pffi/AWCWP Al0 1 ` CFL.=21.5 '�Y/ I\ APHPaYK ff l7E I/0.OW75 REOTARA RW Br 7w PiPARIll N ACCORD S£W7H ---- 22.67 AR7/RE 79 Or 17�FR7D x CO0W1Y SANITARY COVE 7. AE OW7RAC7AP 6 OWEC'7FD W RDWY ONE LOV ILOP Or ALL DMINC OI¢NES Al W Pial IN RAX fila rArAND,TO m A m4si As rm or wal wE cowmACIOP AEs�� PRall WAI£R NAW L 'pyo'.. ` Eo E� 5E 27 / _ / 1 0 S9 S. O°E LTXW/1UGVTENANLF SERYKE'LY.WTRACI.AFhR DIF klill WAR mER7n AND ES7ENSLW BY LOCK I ?1- -' -_ _` s -1 78 IUAYTENANLE SWNl,F COMRACT NAS EATL4ED,PRG'ER7Y OLW£RS ARF EAFWW TO APPAO Ru7f OIR/ll'OYI14R PRYii&II X B' / \ MAINTAIN.iN A ERAnOV aw YNN7dARAG LgY7RACT N AL'CAPAWC£WIN ARnrse 18 a A NAWCW Or 70/DOT SEPARATION 6/ECXl L7E7MEFN WIZER SWNLF RnALS/ILArNs AAD WA7OT pSIR/CT I (>7 or THE SUTOLX COUNTY SAASrARY CODE SIE 8417 V f7 smPRAMIT SOPKVAGf tOl 57ROCR/J 'teYNrN/81 qr rERnAtc 1 � � LEEP m�'L H y Tn 9TAce PN0. 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Ibvp03em 1`0033' TANK, PR srt MP WO sucTm"ccW LC1C Tax Map No.: DISTWCT 1000 SECTION 031 BLOCK 04 LOT 008 • 1m021 TLwR,rRenurr A00 ■ 113331 gT,.N°3TWRCONMCci1N..TAMCARD c 1mf7o -SLY.CCCIR3-=N2Aa 3.WU i L1,.00. rLN<03fN.LAT2DNYc°"�`°'° 580 STARS ROAD,EAST MARION e ece3°w.aoa+tc o..,ecsoaoa.aoaLc 1 °F 2, VACANT PROPERTY / TOWN OF SOUtHOW SUFFOIB COUNTY.NY I/A OWTS PLAN x ( eN,oO z,e NmeooeN Neou°n—cor°vaele SCDHS REF#TBD RP GRANT#NONE rw°ooa¢er umr er . =^�"�r",, hyJ,-_^eLioR ��•. •w aravtl �t 0 1A-teoosl ivaesm naorsssroutlu1°mnau: 2020 BBV PC °xr sNrz ru,eD.nro u..s nt a Proles No. 5 see Na. i ��'' SEPTEMBER 24,202D r N.T.S. A200453 2 Of 2 urea xr+usvtvsmu�em.,�e.�.o.e�.°awewrw \ FOUNDA'T'ION ASmBUIL('T( LOT 1 - MAP OF SOUNDCREST WOODS, SEC. 1 FILED:JUNE 9, 1969-MAP NO. 5315 SITUATE n o f 30' r? EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. D 10, WELL TAX MAP NO.: 1000.031.00.04.00-008.000 LOT AREA:20,451.88 S.F. (0.469 ACRES) ,za 2169 2`26 DATE SURVEYED:AUGUST 26,2020 0 LAND N/F EKJD FAMILY TRUST Z FOUND.LOC.SURVEY:MARCH 2,2021 RESIDENCE-WELL WATER -j 0 N79042'40"E LOT 2 204.06 -ELEVATIONS REFER TO NAVD88. CEDAR RM2s a 2\:3 ELECT.PANEL 2.0'S CONDENSOR I.O'S STAKE FND. +22.52 REB.FND. N DRIVE 2\Sax 2\d6X O 0 MONY1.6NSD. w F 0 40 80 ,2232 2 F 0 0 o m I Feet a p 32.0' 1 fvn! cTl O LL OSCALE: 1 INCH 4 0 FEET AYIW ; TE O POURED w Q CONCRETE m W a W FOUNDATION LOT 1 w R/M _65.01 TOP FND.-22.83LL m c C o- 60- Z ypOOC 3' a ---CLEANOUT 0 OFLLL O\yNNEW -N �eyppRWELL O C1 ET � ySANRARYCOVERS/ \O .L Q Z 0 22.6`N—1 O O Z z ad g X7 STAKE FND. EL-2 39 0 2`�\ 2\`2 OLE W 205.00 S79G42'40"W \a' WIDE PUBLIC N O LAND N/F THOMAS CORNELL T 'Y RIGHT OF WAY VACANT LAND m rLo O L O rn C N830 18'40"E '0 A ELO JOSEPR CECERE 20,04 PRO SSIONAL LAND SURVEYOR REB.FND. MON.FND. TESTHOLE 3 _o-EL.27.05 v LEGAL NOTES' Z 1.COPYRIGHT 2019 A.IC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. O 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING ALICENSE D LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209. Ir SU&IMSION2.OFNEWYOWSTATEEDUCATONLAW. � 73 �(,`;)nq� �'" 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINETRUE AND CORRECT COPIES OFTHE SURVEYOR'S CRIGI14ALWORK I �..} !'l` I t• t f 'l AND OPINION (�"a L 1 F 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAPWAS PREPARED IN ACCORDANCE WITH THE CURRENT oas'TING CODE OFPRACTCE W 1 I ��+�+.,-��1...�.e FOR LAND SURVEYS ADOPTED BY THE NEWYOW STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMBED TO PERSONS L.1 l,. „� I I( Q FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THETRLE COMPANY.TO THE GOVERNMENTAL AGENCY.ANDTO THE LENOINGINSTRUiION LISTED ON M ` 1` W THIS BOUNDARY SURVEY MAP. W('(� 5.THECERRFICAMONSHMONARENOTTRANSFERABLE. •' �� F�" ? a S.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYSKNOWNAND OFTEN MUSTBE ESTMATED.IFANY STAKE FND u,/ V UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS E)OSTOR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. w MAR 1 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND THEREFORE O 202 1 ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINNG WALLS.POOLS,PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHERTYPE (/) OFCONSTRUCTION. 8.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEOSEAL COPIES MAY CONTAIN l O1a- UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS.ADDITIONS.AND CHANGES. N B.PROPERTY CORNER MONUMENTS WERE NOT SETAS PARTOFTHIS SURVEY UNLESS OTHERWISE NOTED. ( 2 _ 10.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. �` . Y"'s '�� '-R E 1V) In DRILLHOLE t.�, .j_..`i2.`ntr. V 1N SIDEWALK \�� A.JC,'I AI�ID SURVEYII C-PLLC LAND SURVEYING&` I LAI�NI1\IGf� 77 S. COLEMAN ROAD, CENTE�EACH,NY�ur'l-g0�� o _PHONE: 63t.846, 9973 I h=-"EMAILLLLLL:jC246@OPT8kLINE.NET U URVEY OF PROPERTY '-Q� WELL LOT 1 - MAP OF SOUNDCREST WOODS, SEC. 1 FILED:JUNE 9, 1 969-MAP NO. 5315 9 2� SITUATE LAND N/F EKJD FAMILY TRUST W EAST MARION _ '<C RESIDENCE-WELL WATER Z J TOWN OF SOUTHOLD N79°42'4011E I_°T 2 204.06 SUFFOLK COUNTY, N.Y. ELECT.PANEL 2.0'5 CONDENSOR 1,0'S STAKE FND. TAX MAP NO.: 1000-03 1.00 04.00 008.000 DAR +22.52 x REB.FND. MON.; COVER FOR r 6S W T� l BURIED L.P.TANK-,, LOT AREA: 20,451.88 S.F.(0.469 ACRES) 1 \Y/ \� x O ` wIND• 6i NIT 0 O ==iL23 Z b �c;0� WELL ❑ x2` r DATE SURVEYED:AUGUST 26, 2020 u! 6r--I CEO POOL EQUIP. 0 N FOUND, LOC.SURVEY:MARCH 2,2021 WN > O = 3a.s u sPA ry �P FiNAL SURVEY:OCTOBER 14, 2021 B t� 3-j o o WW g- 00 o r 0 REV. DEC. 16,2021 a w p= aw Y 3� �n �J,2 w v- WAIERSERVIC£.N_.., h" ~' PAVER �0 u7i vi r� _ O LL W N�'� n R ;•. PATIO p 7 7+ -ELEVATIONS REFER TO NAVD88. d � -" 3 r >- U J 811 J "' N o W W l m Z k o q Z tai 0 30 60 yz o N 0 g LL o m WIryD.% z LOT 7 Z ¢¢ OU N Wfit•,1.. 0 v Feet 1011 3> 59.7' W s.3® & SCALE: 1 INCH= 30 FEET tU I N 'GLEAN UT ,• O i U Z U`~ •QUDOOR SHOWER t L- 0 Z R.C.A. DRIVEWAY U y O per, . GARAGE a '. �;-FUJI CLEAN CEN 5 '� Z m Q 66.7 G.FL.=21.91 N ill n, O 'o U '� J> �' Z d SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ts 0 APPROVAL OF CONSTRUCTED WORKS FOR 23.1 ' : 32.0`D O J NW :::;..•L7 ] Pr ' s oo� � ASINGLE FAMILY RESIDENCE [ DISTBOX GNERATOR-� r- Tn N Date,- 1/tonoz2 H.S. Ref No. R-20-1458 �,j""'-- i z SANITARY SYSTEM.EQUIP LEACHING PooLS r( c '— z STAKE FND. d The sewage disposal and water supply f '''�s at this location have been I 39 inspected andlor certified by this Dep t or her agent es and found (�, - 205 00 r o 1 11 y1$ to besalisladoryFORAMAXIMUMCF. 4 _BEDROOMS. 41�k tZ tmL. ^r} -3_ ( S79 42 40 W o POLE Ld �. _ r LAND N/F THOMAS CORNELL r- 'f° 4` � �1�• 50 0` O O VACANTLAND ,.x CRAIG KNEPPER,RE.,CHIEF WIDE PUBLIC Office of Wastewater Management RIGHT OF WAY LO CERTIFIED TO: r L.ARA ABELSOHN&NEIL HEYMAN FAIRWAY INDEPENDENT MORTGAGE CORPORATION ^ ANGf&09bSEPH CECERE SPANO ABSTRACT SERVICE CORP. N830 1 814.011E _X PROFS SIONAL LAND SURVEYOR FIRST AMERICAN TITLE INSURANCE COMPANY i 20,04 rn REB.FND. MON.FND, ti � O ',:.JP'iF?!�,:FIT::O 16 A1C L+.NO 9U>12YI'1G+".LC 11,'.'iKiFY9.1ESE:P.V?D z olAm!+cwao:.(ren:,-er+�..r:riT+a`lro:*cs surr:Ev ia.v eru+u:,n;.lcersur!.r•in: vx�moti'sa,rsa.�5avto�nnon cr::,eea.:v;�2cc• TESTHOLE a :UD(bY1G1^,L:,t.!•:fE,V-/LY?ri�'TA:L E':>UCcT^•V LA•.1' Z 3r.`Pf.l':�C+!.N:>AFtV:3'J Ffv'E""Jf.FS`NfM1l tl!f 9URY'EY�W SEP.aU7:iT:S°A4M!:.Ell�f.Nn.i'H!1F,A:it1 S:.GRp.E.:`CC+PIF.Sni'*HE�]='_�Y�yC•R:",.F✓.t\•:n.3t �/ EL.27.05 d.!'EF+"}*�:.AF:�'v9 Ut.TM�F?C'J.'J]AFS/F•Uh.'F.Y}l,4 S'rNiFVTj{ST'!'.±E+•1.AP wAy P4fiPA?!:UI:IACGUNO.V n;'.\t�'!I'tFli:,.L'4i<v f:��`!.:'.:.•`c < f UP L!� �.L'Hv?;]"i AbG7!Eli cTV fi IF NSI•!YORK S:��+`•CGCI4T:(::�1 GS"FNtl�l:6:N�`NA�'..i4D'LI}rt•F.`Y>F':+NC ML Ct�s:'11P+_at!UN!::t.1`:J'IiDTC P£:.SIJ:I�' W i�OP.'."RICA,1T! E3'?:J!!(]AH'V 3l:iYfi:/4•A?,v PtTc PAti15-C T F!L'TI'R.i G'iNPtiJ`•i/J THL GUWlI^A`JFJvTA!AGLIIC•i At I[l TO�}!E:'_'.•r'�+!'t%i'T11Vi!iJ!1 LI:'R';61>rl Q Ttl3 E1_'?UNtI.AR+'FJ.17✓V h1AY' ti-l*'C Gl-R"FICA'*t•:•1+9!+f.11['.N lJ�NO'��gNLi'Enal;ti E' e,3 T!F.LG:.A';ICN C3+VNOE%iGNrlLti:lt.:%FCVEt.�h^,9(iR!:`:CPGAi.i!*::1 i7 LCC'!,(.`ALIVA>�Kn.^.WN A„1 CI'1�N h!1J7F C-.E,"9TlEAAtF11 Ii'AW (� U:+U„FP.i!(]Il\DiT:M1Ft'.Rt+!C•J!':GFf 4Glt.R:MMEtiry iVS>"UA:3,T cr+fjVJN TI!F.II�+t:'!Vi:MF.'nF1'3 CR Fli'?4']AGI-,:.+ElInv..,F NGYFGG r. 0--R'.,II5—n'.'F`t v� i TI1CC't' ETC.tvi•t}`!�NGC:IN51STS.'.*,I!EP.E•�x4 s:l.:I:.ATT!E SFF,IC:IRE.^.'J't}jEPP(1PER'11JNE:sA!�C'PUFi'AP<.(:t�l::P;fP%'(JSC h\'[:l:o=A�'�I:ThI,?v�FJFiF. NQTIMI:NG`a'TC[:I::aCT+E:L+x..!C'1C`tC%i=ENCEP FiET:.:N:tIC, •lL i•Gfi�•P.'fto FLAP^I:OA;+F:p,�,a,tt>InC:N:iJ f),llt:✓:tC'S hK�hJY U”?CN t>TE jt, NCiNi.Y SUF+'4LY!:M1%.111IG 114C NtKgr,3 U48CISCD St4LS)'!OUu7L'F.f•EIF:(>{lf•DiIaNCP'O1ti[:.n11tNdEufJ:JSEi5J1':CnIE'S IIS'l �TA k'9:i1'hVC?EN^,_C:Z`l3 rW11 nF Tr{I:"i�U�li V!1NL_W UThfl:Ft.51C.^.NUIE:> f IG AU.h;EA3UPf.NL'tiTS FIfPEP'ib 115 EUIi,e'rlY_1TSTAKE FN . / U LAN P, SURVEYIN.d -& PLANNINO a 77 S.'COLEMAN RbAD, Cli NTERiFACH, NY`4 -710- `% g� - - _ DRILLHOLE -PiE'1'01�!)F: 631..846.,5973� IN SIDEWALK EMAIL AjC-246@®0T0NL1NE.i<IET YORK TE Compensation Workers' CERTIFICATE OF INSURANCE COVERAGE STA Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured BUKOWSKI HOMES INC 631-569-4513 P.O.BOX 291 HOLBROOK,NY 11741 1c.Federal Employer Identification Number of Insured Work Location Of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,wrap-up Policy) 205300333 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 54375 Route 25 DBL617449 Southold, NY 11971 3c.Policy effective period 06/25/2020 to 06/24/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. ® B.Disability benefits only. ® C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ® B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 10/28/2020 By ue ht (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorised representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part s has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this fonn. D13-120.1 (10-17) 11111111°°°1°1°1°°1°1°1111111°��°��°11111 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (631)767-4807 Bukowski Homes Inc. 346 S Sunrise Highway lc.NYS Unemployment Insurance Employer Center Moriches,NY 11934 Registration Number of Insured Work Location of Insured (Only required if coverage is ld.Federal Employer Identification Number of Insured specifically limited to certain locations in New York State, i.a, a or Social Security Number Wrap-UP Policy) 20-5300333 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Travelers Casualty Insurance Company of America Town of Southold 3b.Policy Number of entity listed in box"la" 54375 Route 25 UB-2J303967 Southold,NY 11971 3c. Policy effective period 03/14/20 to 03/14/21 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "T' insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c',whichever is earlier. Please Note:Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Joseph W.Pires (Print name of authorized representative or licensed agent of insurance carrier) Approved by: / */04,4 10/28/2020 (Signature) (Date) Title: President—PF Northeast Brokerage Inc. Telephone Number of authorized representative or licensed agent of insurance carrier: (845)223-8107 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us DATE(MM/DD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 10/28/2020 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(les)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 NAME: Cole Lahey PF Northeast Brokerage Inc PHONE (845)223-8107 FAX (845)227-8816 AIC N.* o EtI: AIC,No): 1035 Route 82 ADDRESS: clahey@pfnortheast.com INSURER(S)AFFORDING COVERAGE NAIC# Hopewell Junction NY 12533 INSURERA: Ohio Security Insurance Company 24082 INSURED INSURER B: Ohio Casualty Ins Co. 24074 Bukowski Homes Inc. INSURER C, Travelers Casualty Ins.Co ofAmerica 19046 P.O.BOX 291 INSURER D: INSURER E: Holbrook NY 11741 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2031211441 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR 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. RPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR PREMISES Ea occurrence $ 300,000 X Contractual Liability MED EXP(Any one person) $ 15,000 A BLS59538207 03/15/2020 03/15/2021 PERSONAL 8,ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY ❑X JEa� LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT s 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED BAS59538207 03/15/2020 03/15/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY IX AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAB CLAIMS-MADE US059538207 03/15/2020 03/15/2021 AGGREGATE $ 1,000,000 DED I X RETENTION$ 10,000 $ WORKERS COMPENSATIONX STATUTE ERH AND EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 OFFICERIMEM13EREXCLUDED? NIA UB-21303967 03/14/2020 03/14/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Provided it is required by written contract,the following are named as additional insured as respects general liability with regard to the insured's ongoing operations under form CG8810 0413,to the extent provided therein:Town of Southold. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 &4. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 'Workers! CERTIFICATE OF INSURANCE COVERAGE srAa> em pOnsaf►on a° r DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured BUKOWSKI HOMES INC. 6 8 HARLEY CT. 31-909-7115 HOLBROOK,NY 11741 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 205300333 2.Name and Address of Entity Requesting Proof of 3a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT Town of Southold 3b Policy Number of Entity Listed in Box"1a" 54375 Route 25 LNY815181 Southold, NY 11971 c Policy effective period 01-01-2020 to 12-31-2020 4.Policy provides the following benefits: n A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. S.Policrcovers: Li A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. Date Signed 12-31-2019 E& /'P.ZZD- (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form Is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate Is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate Is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only If Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to issue Form DB-120.1,insurance brokers are NOT authorized to Issue this foram. DB-120.1(10-17) IH ti Generated by REScheck Web Software I nA/" Compliance Certificate Project 2020 068 Vanderbilt Deluxe_2-L-FfdI P�r��i�,.., Energy Code: 2018 IECC Location: Greenport, New YorkA 03 . Construction Type: Single-family r : . ° �. Project Type: New Construction '•,� a - 84 �� Orientation: Bldg. faces 180 deg.from North •�� ,43 ,� �o��'• ®� Conditioned eFloor Area: 3,643 ft2 Glazing �!!ltlEblt' Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 580 Stars Road Peter Jerome D'Amaro East Marion,NY 11939 Modern Age Home Builders, LLC D'Amaro Engineering and 755 Waverly Avenue Surveying,P.C. Suite 218 20 Mariposa Lane Holtsville, NY 11742 Manorville,NY 11949 631-569-4513 jdamaro@optonline.net peter@modernagehomebuiiding.co m Compliance: Passes using,performance alternative Compliance: 3.7%Better Than code Envelope Assemblies Gross Area Cavity cont. Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 1,349 39.0 0.0 0.030 40 Wall 1-front:Wood Frame, 16"o.c. 731 15.0 5.0 0.053 31 Orientation:Front Door 1:Solid 34 0.280 10 Orientation: Front Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0.300 36 SHGC:0.27 Orientation: Front Wall 2-front gables: Wood Frame, 16"o.c. 109 13.0 5.0 0.057 6 Orientation: Front Wall 3-left side:Wood Frame, 16"o.c. 565 15.0 5.0 0.053 30 Orientation: Left side Wall 4-left gable:Wood Frame,16"o.c. 115 13.0 5.0 0.057 7 Orientation: Left side Wall 5-rear:Wood Frame, 16"o.c. 666 15.0 5.0 0.053 27 Orientation:Back Door 2:Glass 40 0.290 12 SHGC:0.30 Orientation: Back Project Title: 2020 068 Vanderbilt Deluxe_2-L-F Report date: 11/19/20 Data filename: Pagel of 9 t Gross Area Assembly or Cavity Cont. U-Factor UA I Perimeter R-Value 11-Value Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 113 0.300 34 SHGC:0.29 Orientation: Back Wall 6-right side:Wood Frame,16"o.c. 250 15.0 5,0 0.053 12 Orientation:Right side Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 24 0.300 7 SHGC: 0.29 Orientation:Right side Wall 7-right gable:Wood Frame, 16"o.c. 115 13.0 5.0 0.057 -7 Orientation: Right side Wall 8-to garage:Wood Frame, 16"o.c. 260 15.0 0.0 0.077 19 Orientation: Left side Door 4:Solid 18 0.183 3 Orientation: Left side Wall 9-to attic:Wood Frame,16"o.c. 56 15.0 0.0 0.077 4 Orientation:Left side Basement Wall 1: Solid Concrete or Masonry 1,172 0.0 11.0 0.060 68 Orientation: Front Wall height:7.8' Depth below grade:6.3' Insulation depth: 7.8' Door 3:Solid 21 0,220 5 Orientation: Front Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 21 0.290 6 SHGC:0.29 Orientation: Front Mechanical Equipment Description Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pr, building has been d 'gned to meet the 2018 IECC requirements in RESchec Version: RE5check-We and to comply with th mand ry requi nts ed in the REScheck Inspection Checklist. oName-T1tle Si t Date Project Title: 2020_068 Vanderbilt Deluxe 2-L-F Report date: 11/19/20 Data filename: Page 2 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section, • plans,Ve"rifled Field'Verified' �' �° ' Pre Inspection/Plan,Review Complies? Comments/Assumptions &Req:ID °• .• , ue ValueVal „ v 103.1, ;Construction drawings and :. ❑Complies :Requirement will be met. 103.2 :documentation demonstrate 4 ❑Does Not [PR1]1 ;energy code compliance for the :Location on plans/spec: 0 :building envelope.Thermal ffi. . ❑Not Observable INotes on sheet A-3 ;envelope represented on ❑Not Applicable ; construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate k, ;r,.❑Does Not 403.7 energy code compliance for Location on plans/spec: [PR3]1 ;lighting and mechanical systems. []Not Observable Floor plan on sheet A-4 ;Systems serving multiple ❑NotAppllcable ; ;dwelling units must demonstrate ;compliance with the IECC : Commercial Provisions. 302.1, ;Heating and cooling equipment Is; Heating: ; Heating: ;❑Complles ;Requirement will be met. 403.7 Sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not (PR2]2 ;on loads calculated per ACCA Cooling: Cooling: : :Location on plans/spec: pj }Manual J or other methods g' ; 9' ❑Not Observable :Notes on sheet A-3 1 , Btu/hr Btu/hr :❑Not Applicable ,approved by the code official. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) ,-3_ Low Impact(Tier 3) Project Title: 2020 068 Vanderbilt Deluxe_2-L-F Report date: 11/19/20 Data filename: Page 3 of 9 SectionM. P PlansVenified ' # Foundation Inspection 'Field d' " , &Req.ll? Value Value s ompl�e Comnients/Assumpt�ons, 402.1.1 :Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 insulation R-value.Where Interior: R R_ :❑Does Not Mable for values. :insulation is used,verification i may need to occur during ❑Not Observable ; Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations ;in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 :insulation installed per ❑Does Not ;manufacturer's instructions. %' :Location on plans/spec: U , ❑Not Observable ISection A on sheet A-6 ❑Not Applicable ; 402.2.9 ;Conditioned basement wall ft ; ft ;❑Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or ❑Does Not ;table for values. :distance from top of wall. 0J ;❑Not Observable ; ❑Not Applicable 303.2.1 ;A protective covering is installed c. ❑Complies ;Exception:Requirement is [FC11]2 kto protect exposed exterior ❑Does Not :not applicable. Insulation and extends a Not Observable ,minimum of 6 in. below grade. ❑ ❑Not Applicable ; 403.9 JSnow-and ice-melting system ❑Complies ;Exception: Requirement Is IFO12]2 controls Installed. r" ❑Does Not :not applicable. []Not Observable . ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) try Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: 2020 068 Vanderbilt Deluxe_2-L-F Report date: 11/19/20 Data filename: Page 4 of 9 °.:Section. • Plans Ve"rifled° FieltlVerified` # Framing/Rough in Inspection Complies? Comments/Assumptions &"Req:ID , Value Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not 'table for values. ; [FRl]1 ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). : :❑Does Not ;table for values. 402.3.3 402.5 .❑Not Observable [FR2]1 : ; ; :❑Not Applicable ; O ; 303.1.3 ;U-factors of fenestration products `: {, ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or :taken from the default table. _ ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's w ❑Does Not Instructions. . []Not Observable ; °❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Compiles ;Requirement will be met. [FR20]1 :Is listed and labeled as meeting ❑Does.Not QD IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC <•.. ❑Not Observable X400 that do not exceed code ❑Not Applicable ;limits. •° 402.415 ;IC-rated recessed lighting fixtures `` ""' ❑Complles ;Requirement will be met. [FR16]2 sealed at housing/Interior finish ❑Does Not ,and labeled to indicate s2.0 cfm Location on plans/spec: s leakage at 75 Pa. $=a " ❑Not Observable :Notes on sheet A-3 []Not Applicable ; 405.2 ;All ducts in unconditioned spaces ; R- R- ;❑Complies ;Exception: Ducts located [FR25]1 ;or outside the building envelope : : !❑Does Not :completely Inside the :are insulated to>_R-6. :building envelope. ;❑Not Observable ; ❑Not Applicable 403.3.5. Building cavities are not used as " ` f° ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ,, . " - []Does Not Al ❑Not Observable _ ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- ❑Complies ;Requirement will be met. [FR17]2 ;above 105 9F or chilled fluids : : :❑Does Not ;below 55 QF are Insulated to zR- Location on plans/spec: {3 ; ; ;❑Not Observable :Notes on sheet A-3 ❑Not Applicable ; 403.4.1 ;Protection of Insulation on HVAC ❑Compiles ;Exception: Requirement Is [FR24]1 :piping. �r ❑Does Not :not applicable, 00 ❑Not Observable °❑Not Applicable ; 403.6 SAutomatic or gravity dampers are ❑Complies ;Requirement will be met. [FRi'9]2 installed on all outdoor air []Does Not %intakes and exhausts. : []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2'„ Medium Impact(Tier 2) ;3, Low Impact(Tier 3) Project Title: 2020 068 Vanderbilt Deluxe_2-L-F Report date: 11/19/20 Data filename: Page 5 of 9 Se qon Insulation Inspection Plans Verified'ad Field Verified Complies? Comments/Assumptions Value Value JD 303.1 ;All Installed Insulation is labeled _ ❑Complles :Requirement will be met. [IN13]? dor the Installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, :Wall insulation R-value. If this is a; R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the E]—Wood [J wood ❑Does Not ;table for values. 402.2.6 ;wall Insulation on the wall E] mass E] mass :❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable licable Q irequirement applies(FRIO). 303.2 Wall insulation is installed.per ;� � „ ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ; ❑Not Observable ; w ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1_2-IMedium Impact(Tier 2) y[3_1 Low Impact(Tier 3) Project Title: 2020 068 Vanderbilt Deluxe 2-L-F Report date: 11/19/20 Data filename: Page 6 of 9 # Final Inspection Provisions Plans Verified Field Verified Complies? Req.IComments/Assumptions & D ,. Value Value 402.1.1, :Ceiling insulation R-value. ; R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel UNot Observable [Fi1]2 402.2.6 ;❑Not Applicable 303.1.1.1,'Ceiling Insulation Installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every :Location on plans/spec: 300 ft'. s" "�' ❑Not Observable Section A on sheet A-6 ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Compiles ;Exception:Requirement is [FI22]2 Insulation Include baffle adjacent • ❑Does Not :not applicable. to soffit and eave vents that ;extends over Insulation. []Not Observable ; A ❑Not Applicable 402.4.1.2 !,Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 ;ach In Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. :Location on plans/spec: :❑Not Observable ; :Notes on sheet A-3 []Not Applicable ; 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;,[]Complies ;Exception:All ducts and air [FI27]1 determine air leakage with ft2 ft2 :❑Does Not handlers are located within either: Rough-in test:Total :conditioned space. ;leakage measured with a :[]Not Observable ❑ :pressure differential of 0.1 Inch ; ; Not Applicable ;Location on plans/spec: :w.g.across the system Including :Section A on sheet A-6 ;the manufacturer's air handler :enclosure If Installed at time of :test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 Inch :w.g. across the entire system :Including the manufacturer's air :handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Exception: Requirement is [FI4]1 :cfm/100 ft2 across the system or : ft2 : ft2 PDoes Not :not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in .❑Not Observable :tests,verification may need to : ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies :Requirement will be met. [FI24]2 ;by manufacturer at<=2%of ❑Does Not design air flow. ;. ❑Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats ❑Compiles :Requirement will be met. �[FI9]2 installed for control,of primary ❑Does Not cheating and cooling systems and :Location on plans/spec: ;initially set by manufacturer to ❑Not Observable :Notes on sheet A-3 code specifications. ❑Not Applicable ; 403.12 $Heat pump thermostat Installed ❑Complies ;Exception: Requirement Is [F,I10] Jon heat pumps. ... `' '' El Does Not ;not applicable. []Not Observable ❑Not Applicable 403.5.1, `Circulating service hot water °� ~ ❑Complies ;Exception: Requirement is [FI11]2 -,,systems have automatic or ❑Does Not :not applicable. accessible manual controls. LL : ❑Not Observable , ❑Not Applicable 403 6.1 °IAII mechanical ventilation system = ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy :Location on plans/spec: .hand airflow limits per Table .: ❑Not Observable :Notes on sheet A-3 yR403.6.1. []Not Applicable 1 I High Impact(Tier 1) _2_IMedlum Impact(Tier 2) 3 Low Impact(Tier 3) . Project Title: 2020_068 Vanderbilt Deluxe_2-L-F Report date: 11/19/20 Data filename: Page 7 of 9 Section Plans VerifiedField Verified #e. .. Final`' pen insctio "PrO Islon3 Gomphes� a <Comments/Assumptions „^•^ . Value , � 1/alue 403.2 ;;Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 ;through one-or two-pipe heating ❑Does Not ;not applicable. 'o systems have outdoor setback j control to lower boiler water ❑Not Observable ; rtemperature based on outdoor ❑Not Applicable ?temperature. 403.5.1 Heated water circulation systems ❑Complies :Exception:Requirement is [F128]2 Shave a circulation pump.The ❑Does Not not applicable. :system return pipe is a dedicated ;return pipe or a cold water supply ❑Not Observable 'pipe.Gravity and thermos- 5' ❑Not Applicable syphon circulation systems are ,not present.Controls for irculating hot water system ,:pumps start the pump with signal yfor hot water demand within the ; occupancy.Controls automatically turn off the pump when water is in circulation loop ' }is at set-point temperature and no demand for hot water exists. 403,5.1.2 i Electric heat trace systems ❑Complies !Exception:Requirement is [FI29]2 Icomply with IEEE 515.1 or UL ❑Does Not :not applicable. #515.Controls automatically ❑Not Observable ,adjust the energy Input to the ❑NotA Applicable heat tracing to maintain the PP , desired water temperature in the �plping. 403.5.2 "Demand recirculation water ❑Complies :Exception:Requirement is [FI30]2 asystems have controls that +manage operation of the pump ❑Does Not ;not applicable, Iand limit the temperature of the []Not Observable , water entering the cold water ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies :Exception:Requirement is [FI31]2 ,tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heatw ,� ❑Not Observable �._ recovery units< 3 psi for ❑Not Applicable rindividual units connected to one ,or two showers. Potable water- side pressure loss of drain water , sheat recovery units< 2 psi for yindividual units connected to „ (three or more showers. � 404.1 :900/a or more of permanent ❑Complles ;Requirement will be met. [F16]1 :fixtures have high efficacy lamps. ❑Does Not [:]Not Observable I Location on plans/spec: t ,Notes on sheet A-3 l IENot Applicable ; ,404,1,1'•,,', Fuelgas lighting systems have ❑Complies ;Exception: Requirement is u ^ [17I23]3_: no continuous pilot light. ❑Does Not ;not applicable. []Not Observable R ❑Not Applicable 401.3 }Compliance certificate posted. ❑Complles ;Requirement will be met. [F1712, ❑Does Not 4 a[]Not Observable , ❑Not Applicable 303:3" Manufacturer manuals for ❑Complies ;Requirement will be met. [F118]3 mechanical and water heating []Does Not systems have been provided. �. r{ []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 2 Medlum Impact(Tier 2) 1,1-11-ow Impact(Tier 3) Project Title: 2020 068 Vanderbilt Deluxe 2-L-F Report date: 11/19/20 Data filename: Page 8 of 9 1. High Impact(Tier 1) Z.'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2020_068 Vanderbilt Deluxe 2-L-F Report date: 11/19/20 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wail 20.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling/ Roof 39.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.29 0.30 CoolingHeating& Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER Water Heater: Name: Date: Comments TONIN OOMMENT5 ' ' THE \/ ANDER51 LT L ) ELUXE dower doo and ductwork testing required. A QUALITY NEVI HOME MODEL E3)00' APPROVEr) AS 1401 ED D .TE: MODERN AOE HOME BUILDER5, LLO FTE:,�6u, A- -,, 0 tu C3 a BUILD;NZ AT 7- 0 -(5-1802 8AM, TOZO 4P,' FOR THE Must provide I lanuel,,.. FTLLOWING I. FCUNDATON TWO F- D, J and S aB per cli FOR POUREDC,' NYS Energy Code 0 T 2. ROUGH - FRA'I',1!:1,-,`-: Is 3. INSULATION > 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR. C.O. ALL CONSTRUCTION SHALL MEET THE F7 F0 a 77; L LU RE QUIREMENTS OF THE D-DES,OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CID1,,,1PLYWITH ALL CODES OF TRUSS PLACARD!',^;" 1F:WY0RKSTATE a TOVIN CODES ASPE.0i CCNDITIONS OF - - - - - - DO NOT RUCi7-ED WI 7PI!(,�)�rES FRA,.ZING UNTIL SURWY 1 1,1- r OF FOUNDFJl ION LOCK ON OUR,51NO HAS BELEN APPROVE 1, P,1L, PLUN16 ,�3 WASTE :T- D &V AT ER L'I -S NEE PLUMBER CEI?TIFIC�I ),ION 1-r--STINIG F3EFCT7-- COVERIN,IG ON LEAD CON OCUMW 013 T ENT BE r--ORE CERTIFICA TE 0[-OCC r t# J7 -A N(7') (fj SOLDER USE IN Wf-,7 Tt-MCA I I VC J- LIPANCY EXCEED,211 0 C F 1% L TA D. -F—INI SHE ON 0 OF Q)Q�a J • DRAINAGE INSPECTIONS ARE REOUIRED All CXterior lig' ting Installed, replaced or Contact TOI EnO-7.I gat 765-1560 before repaired shall conform z backfill,OF' P--+ . . -;,ngIne(,r'q cp•twcation that the drz'.nage nas been instaiied to Code. to Chapter 112 of the Town de M LIU LU M zo VZ Uj z 0 ❑ ❑ ❑ ® ® 0 ® ® T Z Z < �T (i)F= v C) I tY U-1 LU 4z LU FLOOR AREA TABLE t- cj Z: ® ® ® ® ® ® � 0 o 0 z 1w - FINISHED FIRST FLOOR FIRST FLOOR 1�215 9f Iu > y q LU =-Q-FED- SECOND FLOOR 1�202 5F CARA 67E 552 sf > "D BASEMENT I < 1�22& sf 77 to < r. 0 El FO El El 7 PORCH 241 sf L - FINISHED GRADE TOTAL LIVINC SPACE 2,411 9f z CONDITIONED FLOOR AREA 5,645 sf (INCLUDES BASEMENT) — — — — — — — — — — — — — — — — INFILTRATION VOLUME 51,200 r-f — — — — — — — — — — — — — (INCLUDES ATTIC, 4 BASEMENT) A. L�— — — — — — — L7- -r--j — L7— — — — — — —H — L7- - - - - - -H - L-1 L- = -i -j L- L-, _j - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - I NDEX TO DRAK N05 PRAV411NO No. COVER 4 ELEVATIONS A-I FOUNDATION PLAN A-2 FIRST FLOOR PLAN A-5 FRONT ELEVATION :2nd FLOOR PLAN A-4 SCALE: 1/4" 1 ft WALL BRACINO s ROOF PLAN A-5 DRIV SECTIONS $ DETAILS A-6 E SET 2 6 2021 NOTES A--I T,JI-DETAILS A-a Xoo x ts) LU Z 12 0 O d 5.25 4 2 > JU J) *t 6 - ,NLU z ❑ ❑ ❑ ❑ z 5.25 < 1j) (L ILI 12 OL Ok < 5.25 d OL LU 0 V LL IL L A-1 ---- -------- IF-1 DATE: SEPTEMBER 2020 COVER 6 51DE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 115" = I ft SCALE: 115" = I ft SCALE: Ile," = I ft DRAWING NUMBER A - 1 A � A-6 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O Z 37'-4" 24'-4" No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.1] 'J 14'-8 I/4" 7'-5 I/2TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j " SELF-ADHERING POLYMER-MODIFIED f 2x8 [UG3B] P.T. LEDGER BITUMEN ICE SHIELD BARRIER[Rg05.1.2] O 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 0 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES I/2"� x 4' GALV. LAG SCREWS AT I6" O.G. STAGGERED [R507.q] � P.G. FTG 4'-6" 1/2" 5TRUGTURAL PANEL SHEATHING [R803.2] BASEMENT ENTRANCE STAIRS (2)-2x10 I 8" REINFORCED CONCRETE RETAINING WALL P.T. (GDR IL w #4 REBAR AT 12" ON-CENTER EACH WAY Lu R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� m J DECK 6L J STANDARD HOOK AND LAP INTO 16" x 8" P.G. �9 FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING O N ABOVE ,z z - O m NX / � O N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q - - - - - - - - I CEILING JOIST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 , I 3°24 SL 3o25L DRIP EDGE [Rg05.2.8.5] �- Ix8 WOOD FASCIA 11„ T 1/2" GYPSUM WALLBOARD SOFFIT VENT - r� DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER MANUFAGTURER'S INSTRUCTIONS FOR HIGH-WIND 1 _ _ AREAS AND TO RESIST A MINIMUM 28 sf SUCTION LOAD (EXPOSURE B) OR 40 psf {k} _ p EMERGENCY ESCAPE RESCUE OPENING - - - - g H ND AI [R 11.78] - J I GAS WATER HEATER ER3101 I GONG FLAT (EXPOSURE G). A. 0. SMITH II HI i GPVT 50 200 6 3068 I 1 ANDD PS <- DN 10 IS RS Z -1 CAPACITY = 50 gal BA5EMENT 4" P.G. SLAB I DRYW" d OL I 4'-5" w I PLASTIC HOUSEWRAP INSTALLED OVER FOAM OL :n x I INSULATION. INSTALL AND TAPE ALL SEAMS PER O _ NOTE: <v I - - - - - - - - - - - - - - - - - - - - - - - - - - - - MANUFACTURER'S IN5TRUGTIONS [R703.2] I 2x4 WALL STUDS AT I6" O.G. HOLDDOWNS ARE 3-1/2"(P 5TL COLUMN I R-15 UNFACED FIBEROLA55 BATT INSULATION NOT REQUIRED FOR 6"xl0"xl/2" TOP PLATE I I 23-8" I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O - -� 8"x8"A/2" BASE PLATE I I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO LL THIS FROJEGT. ON 2'-6"x2'-6"A2" DEEP P.G. FTG. I GAP-HEAD NAILS WITH A MINIMUM 3/4" i 2'-0"I I (3)-1.75 x 11.875 LVL GDR w/(3)-#5 REBAR EACH WAY I I I I PENETRATION;SPACED 12" O.G. PERIMETER AND f (ENGINEERED DESIGN) (TYPIGAL-4) I I I R-13 2' GL05ED-GELL SPF INSULATION 16" O.G. FIELD. (ALSO AT RIM JOIST IN SECOND FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING F -I r -I „ r -I F 7'-2" I cj 3/4 STRUCTURAL PANEL SUBFLOOR pI- - J L - _i L _ _ J BEAM POCKET 177 2x BAND JOIST m I I cv I 1 (TMP 2) 2x6 PRESERVATIVE TREATED SILL [U62] LL I NI I I I I I FLOOR JOISTS COPPER TERMITE SHIELD -- -- I (3)-2x10 FL HDR (3)-2x10 FL HDR cJ" I I I - OVER SILL SEAL I I I �, CID I N I UNEXGAVATED N D SIDINO TO I O SFINAL C I I 3-1/2"0 5TL COLUMN I O u I I cv I I N WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADEFOR HISTORIC STRI 4, .5 4 "AO"A/2" TOP PLATE I = I� I I I I [R403.1.6] �- 6 8"x8'xl/2" BASE PLATE I �_ I 10 � I I I MINIMUMY1 d1o. ANCHOR BOLTS SPACED NOT ON 2'-O"x2'-O"xl0" m 1- I GREATER THAN 6 FEET ON-CENTER EMBEDDED (� _4,I DEEP P.G. FTG. I (2)-2x10 I - Ill < I I I I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE �J Q w I FL HDRI I I I I CELLS OF CONCRETE MASONRY UNITS. THE Z l 1 53-1/2"0 5TL COLUMN LO O I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD IL 4.5"x7"xl/2" TOP PLATE rx I p X I I I I OF THE WIDTH OF THE PLATE. A NUT AND (� OG 0 8"x8"xl/2" BASE PLATE 1 I Q N WASHER SHALL BE TIGHTENED ON EACH ANCHOR 1�- I I x I I I I I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z I- N ON 2-O'x2'-O"xl0" _ w to W 3024 SL I DEEP P.G. FTG. 2$6$ I I STUD TO SILL PLATE UPLIFT I I BOLTS PER PLATE SECTION WITH ONE BOLT _n y (� STRAP UNDER P05T TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LESS z I- (3 w V f1 I I I BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH F O 3 Z_ DECK LATERAL CONNECTION [R501A.2] 1 1 END OF THE PLATE SECTION. WALLS 24 INGHE5 p= V)O }- Z z Q 13'-4" I i I p w- >_ w - - W SIMP50N DTT2 I 1 I TOTAL LENGTH OR SHORTER SHALL HAVE NOT V = N - 9 I I INSTALL IAW MANUFACTURER'S SPECIFICATIONS I _ _ _ _ _ _ I I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE _j Q u (� I� ,-- Q t-Q Z_ (TYPICAL-6) r - - _ 8 P.G. FOUNDATION STEMWALL UPON I I CENTER THIRD OF THE PLATE SECTION AND N - Z z 16" x 8" DEEP CONTINUOUS P.G. FOOTING I SHALL BE ATTACHED TO ADJACENT WALL Q w u m Q J-L-1 O I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q j�j W O - -- - - p -i - - - AT DOOR OPENINGS- - - - - - -AT DOOR OPENINGS - - - - J I TABLE R602.3(I). (Ll d 0 v -I .� -- -- -- - - I DECK I -- -- -- I ° Qo�� Q � m �Q (2)-2x10 FLU5H _ _ R-I BASEMENT WALL BLANKET INSULATION a O 0 0!0 = 4 w a 11- Q O > < ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - 4cj -� �- o -r - - - - - - - - - - - (Lw Qu � � fYQ (� Q L - - - - - - - - J I I L - - - - - - - - -� I P.G. FDUNDATIONWALL �M Qp� cO � O " " NQQ�7Q CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z r a/ <Y - - - - - __ - _ _ _ J Q � L _ _ _ _ _ _ _ _ _ _ _ _ J BAR WITHIN121NGHESOFTHETOPOFWALLSTORY ='~' pp -7 AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL X LL w N 2'-q" q'-2' 2'-q' IL 8'-O" 2-11 cl-2' 2'-q' 2'-8" 8'-4' I'-8' 8'-4' 3'-4" Q 0 STORY (TABLE R404.1.2(I)] Y_ N 2x8 [UGEXPANSION JOINT P.T. LEDGER O 1/2"$) x 4" GALV. LAG 5GREW5 AT 16" O.G. STAGGERED [R50-7.q] (2)-2x10 GDR +___ -- F - 7�� -- 4" P.G. FLOOR SLAB �� (2)-2x10 GDR �� - J - L _ L _ _ _ _ J - J - J POURED CONCRETE FOOTING ON UNDISTURBED SOIL [R403.1] •`�"` '�°,.�'.�"�"'!-.��r �''G P.G. FTG 6 MIL POLYETHYLENE FILM _ CONTINUOUS UNDER STEMI^IALL a"� ►6" 1 ' moi^.. • Q _ - -o" - - - T)" F I GAL /MALL SECTION � �L 7'_0• 8'-O" q'-1 3/4" 6'-6 3/16" 7'-O" 24'-8" jF..( fi1'CE;la�L`�� SCALE: NT5 f{x"411111111 4" DEL ER D SEP 2 201 4"x4" EUC4151 PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON Q 12"<P x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON -f Q A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-q) O A-6 (ENGINEERED DESIGN) j O b Xoo FOUNDATION PLAN � o 3 � SCALE: 1/4" = 1 ftLujja r IL } 0 r�u O w Q lu STRUCTURAL DESIGN NOTE v w 1L N Z N WINDOW AND DOOR SCHEDULE In accordance With the 2020 ROWS; structural z Q0 Z No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered WOOd, steel and X O WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSUREB/C OPENING COMMENTS steel/wood composite columns, beams, headers and `I. � girders that: > IQ- W �-- A UNITED WINDOW 3900 3050V^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 0 N Z B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME, LOW-E GLASS,ARGON,NO GRILLE I) resist gravity loads, and U C UNITED WINDOW 6000 3020V N/A N/A 4,30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE g y Q uv lu D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design p 0 Q E UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions Of the 2020 ROWS u :3 F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME, LOW-E GLASS,ARGON,NO GRILLE O G UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Were designed In accordance With _ H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE AN51/AW0 ND5-2018 with 2018 supplement. I- UN I THERIMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE:-LITES,MAHOGANY,CLEAR GLASS Q r J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 7't 56 t sf - 56 t sf 56 t sf NIA NIA -23.0/-27.8 psf[50 sfJ CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration J K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE'.FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: SEPTEMBER 2020 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist Wind loads, And MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[.sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained In the prescriptive design FOUNDATION PLAN 4 provisions of the 2020 RCNY5 TYPICAL WALL SECTION Were designed in accordance with ASCE -1-16 Wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DESION." _ A A-6 m NOTES INDEXED TO THE c 2020 ENERGY GON5ERVATION GON5TRUGTION 7'-Io I/2" 10'-6 1/2" 0 CODE OF NEW YORK 5TATE M RIOIS COMPLIANCE: This building was designed and shall be =' constructed to meet the 2020 ECCCNY5. Both REScheck N.5. Department of Energ� and REM/Rote Moresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL TO CODE Z software was utilitze to demonstrate compliance. Ali FOR FUTURE SOL R ELEGTRIG INSTALLATION [TI03.q] mandatory provisions of the 2020 ECGCNY5 - Residential OD TSPS ` ATTIC PATH AY FOR SOLAR ELECTRIC [TIO3.8] /.., Provisions are In force. INSTALL 2"(P VERTICAL SCHEDULE SO PVC, CONDUIT / RI05.22 WRITTEN STATEMENT: To the best of my knowledge, g WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS '/ WO i" belief and professional judgement these plans comply with the ABOVE OR G PS AT EACH TERMINUS [E3802.3.2]. :.. CLOSED DELL SPF Energy Code. Furthermore,as a RESNET certified rater (I.D. Q /- -- --- - A A A HWW Ul LU No. 2614387), I certify that these plans comply with the Home Q F- �; Energy Rating System (HERS) program. A signed certification B 4 0 O - .----__-----------:-____,_ of compliance with the HERS program (HERO) will be submitted w Q PIG RE l 1 Z N of the constructed building to demonstrate compliane. N Q J 0 , O (i y T)z (3)-3°5° 6°68 - I ___ I GYPSUM BOARD z.1 -- = ---- 1 --L------ R301.1 CLIMATE ZONE: 4A Suffolk,NY Q w-- (2)-1.'15x11.25 LVL HDR (2)-1."15x11.25 LVL HDR -- -- --T---� ® L______ O CONTINUOUS BEAD OF «�m Q (ENGINEERED DESIGN) (ENGINEERED DESIGN) i N j DW I 1 < I`f SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 Q - Simulated Performance Alternative,and the provisions of O J z i�- I� GYPSUM BOARD Sections R401 throw h R404 labeled "Mandato " O Q 4 'n 9 _J � EXTERIOR I Mandatorryy requirements: �Q Q IR INTAKE KITGHEN I R4013 CERTIFIGATE: Builder to post per Code. FL z Q 1 [RI006] m I i _-----36" GUARD [R312.1]-__ } CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested # verified to 3 _ 1WY O ---------- 23'-4' —---------- ---------- ----------� m j rL-- - - -- - - - -- - - a O SEALANT AGH by HERS rater. See Table R402.4.1. to plans. __ -------_---- 3 " H ND I [R 11.7,5] 'i R402.42 FIREPLACES: Factory built with UL 12'7 doors. p z ii CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule N N i= i r- j l z FAMILY ROOM BREAKFAST o Q w BA EM NT EN A GE o j J_ EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and J hot water heating appliances to be direct vent with both 1-' 7'-O" 1 4'-4" O Q 1 O Q <- O N UNIT PERIMETER g pp 0 O X�`9 `fl t_ tl intake and exhaust pipes installed continuous to the ---- ----------- � w�� UL 127 LISTED AND F- � outside. =Q- LABELED 36" Q 0 - WINDOW UNIT R402.45 RECESSED LIGHTING. IG-rated and labeled as 0 FACTORY-BUILT NOTE: q'-D" CEILING HEIGHT O O having e In� adneair leakage rate of not greater than 2.0 cfm w W FIREPLACE [RIO04] THROUGHOUT FIRST STORY O O O I R402.5 MAX. U-FACTOR d SHGG: See window schedule. z 25 cfm CONT. 1 - I ELEC.. PANEL R403.1 CONTROLS: See plans for thermostat information. Prol TECHNOLOGIES ~ cv TO ERV INTERIOR GARAGE W L R40332 DUCT SEALING: All duct joints shall be MODEL T705 d (MI505.4] I I R-I5 BATT INSULA ION c mechanically fastened and sealed with duct mastic PROGRAMMABLE I I Y2" GYPSUM BOA D --- GONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT i i Fire E -�- f GARAGE GEI IN : t cT ti( j EXPANDING FOAM AT WINDOW R40333 DUCT TESTING: A duct air-leakage test Is not (3)-1.75 x 14 LVL FLUSH (37' LONG) F i i E I-� I2 11, UNIT PERIMETER required under exceptions I and 2. Y2" GYPSUM B R403.3.5 BUILDING CAVITIES: Framing cavities shall not be (2)-2x10 HDR i E ��ABL-E-R 026] req'��red RS i used as ducts or plenums. 6'-6" II'-4" fir J REF j I YS COd O R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate -- J NYS J !1 I�, 4x4 POST I e `o mechanical system piping carrying hot water to on p 36" GUARD [R312.1] O I R-value of not less than R-3. - -- - -- -- - - -- -- - -- - -- Q R403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION m 2470 o pDR 3'-O" LOAD BEARING ALL ! CONTINUOUS BEAD OF SYSTEM: Not In project. 4x4 POST I HEAT DETECTOR v I' R403.6 MECHANICAL VENTILATION: ERV continuous O 1 N iv 1 4.. 36" RAILING \ SEALANT ventilation system specified in the pians exceeds the m U 10 R m I 4'-6" 4�n�N q'-2" N minimum efficacy of 1.2 cfm/watt. 4x4 POST K R403.7 HVAG EQUIPMENT: 51zed in accordance with ACOA 1-11 _ Manual J and Manual S. __ __ _ SELF-CLOSING 20-min GYPSUM BOARD Manual MULTIPLE DWELLING SYSTEMS: Not applicable 1 36" GUARD [R312.1] t z 2D cfm CONT. TO ERV 2870 F.R. DOOR [R302.5.1] R403A SNOW MELT: Not in project. _ S -2" iv [MI505.4] R403.10 POOLS AN SPAS: Not in project. N O N Q 2�0 m G -- N , (3)-1.75 x 14 LVL DROP HDR 1 1 I CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not in project. LU ADHESIVE N - 2' O" 2'-6" 6 (ENGINEERED DESIGN) N ! R404 LIGHTING: Builder to Install high-efficiency lamps In at � � O least qO% of permanently Installed fixtures. Q I - t� m !! CONTINUOUS BEAD OF O IU_ GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was J I� DOUBLE 17 CD ~ 13 - XX used to show compliance with the Energy Code. REM/Rate `n > I LL FL HDR U_ S Q 5" P.G. SLAB 6 v\ software was used to model the building performace - see SMOKE G.O. O PITCHED TO DOOR -- -- - --- 2020 IECC Energy Cost Compliance report provided with _ _ I� IJ J DETECTOR (TYP) _ DINING ROOM LIVING ROOM 1_ o - t \ 2" CLOSED-CELL 5P'F Permit Application. REScheck was used to model the building O _ Ix _ I d I�_ --------- ----- performanceQ V based on national standards - see RECcheck --- — (V f (X x FOYER r------- -----------i r -- compliance Certificate and Inspection Checklist provided with 1 v l X- I` IT 1 14'-O' I I I N 1 1 1 1 tU� W U ------ Permit Application. N r HAZARD G ZING [R308.4] 4 I I I 1z I JJ-1 O I ' I 1 I I 1 1 LU 4"I`-- 4�� W CONTINUOUS BEAD OF I I'-O I� I� Oj cp i i 24'-0"j I 411 Z Uzi Z J I SEALANT I I I (Ll -I�y- ci-1 � n/ - I OZW 1 X- GYPSUM BOARD 1 I I I < - �1 (� �- l� 0 (2)-2x12 HDR R.A.G. I O O 0 13 z N 50-f°/(2)-1010 SL i _ 2 -2x12 i i _ I J�J z p-z a� 1 _ - __-- )- xl2 HDR ---- (2) 2x12 HDR I Q O W _ � W ® O (2)-1.75 x 14 LVL FL (2)-1.75 x 14 LVL FL < CONTINUOUS BEAD OF O O O } �/ < .i� SEALANT (2)_3050 N _ PORGH (2)-3050 ..'d f 5/4x6 DECKING (�/ r^ ry O < • CONTINUOUS MINIMAL O !�- V I 0 O 0 O O Q EXPANDING FOAM AT WINDOW E E E E 7 I UNIT PERIMETER 2'-q" q'-2" 2 q' v 8-O' 2'-q q'-2" 2'-q" 6'-ID" IO'-O" 7'-6" 0 z a, WINDOW UNIT (OR TABLE R402.4.1.1 -2020 u� N 4x4 P.T. POST WEATHER-PROOF DODR) AIR BARRIER AND INSULATION j INSTALLATION TYP 6 (3)-2x12 HDR -- -- _ - �-+ (ENGINEERED DESIGN) (3)-_2x12 HD_R COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION ! I CRITERIA A continuous air barrier shall be installed in the d��'*'""''-• building envelope. CONTINUOUS MINIMAL g p HOOD STEPS EXPANDING FOAM AT WINDOW Air-permeable insulation shall not be used as pp General requirements The exterior thermal envelope contains a q p a sealing material. ` UNIT PERIMETER continuous air barrier. _ I5'-2" 7'-O" I5'-2" 24'-4" Breaks or in the air barrier shall be sealed. r.� Pit The air barrier in any dropped ceiling/soffit shall be u = aligned with the insulation and any gaps in the air Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. �� 1 Itll GONTINUOUS BEAD OF Access openings,drop down stairs or knee wall ';r { •;53� h'�+Z.N.'• �4�N�~�: SEALANT doors to unconditioned attics aces shall be sealed. G r Q 4d tN Cavities within corners and headers of frame �qt N�( E t'�4i The junction of the foundation and sill plate shall be walls shall be insulated by completely filling rttit(!tMttttlt, sealed. the cavity with a material having a thermal ,q I; resistance of R-3 per inch minimum. FIRST FLOOR PLAN GYPSUM BOARD Walls The junction of the top plate and the top of exterior o ELIV E R.F,n r�"P 2 Q 20201 walls shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: I/4" _ ► ft ADHESIVE Knee walls shall be sealed, contact and continuous alignment with the air Q j barrier. (CONTINUOU5 BEAD OF Q '.SEALANT Windows,skylights and doors The space between window/door jambs and framing,and skylights and framingshall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O r __— ___-- Floor framing cavity insulation shall be T- installed to maintain permanent contact with JU Q 2" CLOSED-GELL SPF the underside of subfloor decking. �/ � IL I Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation ^ and floors above garages. edge of insulation. shall be in contact with the top side of V 1 y` sheathing or continuous insulation installed on the underside of floor framing;and Q Id It extending from the bottom to the top of all j erimeter floor framingmembers. (� Z Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided 1-1 CONTINUOUS 'SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O (� z FULL WIDTH OF SILL overlapping joints taped. permanentlyattached to the walls. _ '4 W Duct shafts,utility penetrations,and flue shafts 1n Vi Shafts,penetrations opening to exterior or unconditioned space shall be i FOUNDATION WALL sealed. 0 � J H O Batts to be installed in narrow cavities shall O W i be cut to fit or narrow cavities shall be filled - ��` Narrow cavities with insulation that on installation readily GONCRETE SLAB conforms to the available cavil space. -1 IO O STRUCTURAL DESIGN NOTE ►U lu Z Air sealing shall be provided between the garage W - /" Garage separation (� N ry and conditioned spaces. Recessed light fixtures installed in the building Recessed light fixtures installed in the in accordance with the 2020 RGNYS; structural z QIL 0 tL _ Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight 9 9 P 9 Pelements such as engineered Wood steel and `' surface. and IC rated. g O steel/wood composite columns beams headers and R In exterior walls,batt insulation shall be cut p : OL neatly to fit around wiring and plumbing or girders that: > F- /� ` 'i`•. ;'/' .j i Plumbing and wiring insulation that on installation,readily conforms to available space,shall extend H behind piping and wiring. I) resist gravity loads, and v 4 The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs --1- � V � } Shower/tub on exterior wall showers and tubs shall separate the wall from the Shall be insulated. 2) are not contained In the prescriptive design '_ p D Q shower or tub. provisions of the 2020 RGNY5 IIL L O The air barrier shall be installed behind electrical NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. _ were designed in accordance with - THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that ANSI/AWC ND5-2018 with 2018 supplement. H to TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed O U) VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated -1 1- ADHESIVES AND SEALANTS. FRAMING b the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUGH AS Where required to be sealed,concealed fire that: CANTILEVERS AND 5TAIRWELL5, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A SIMILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill DATE- SEPTEMBER 2020 THERMAL ENVELOPE IN ALL LOCATIONS. I) resist Wlnd loads, And voids between fire sprinkler cover plates and walls orceilings. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RGNY5 PLAN / - were designed in accordance with ASCE -,7-I6 wind AIR ��EAL I NO 1�ETA I L5 AIR SEAL I NO NOTES, provisions and acceptable engineering piractice. DRAWING NUMBER SCALE: 5/4" - 1 ft where such elements occur In the plans, tlhey are A - 5 annotated "ENGINEERED DE516N."' Z O A I- r--------------------� A-6 I ItttYYYy--- I (� I --------------------J, 23'-8" � V I o 0/ 7'-2" 2'-6" 6'-10" 4'-4" z O Z7 u- < v 0 I w I O o O I O � I O 3°5° 3050 (V 50208'-O" B 4 0 Z F10'-8" 2'- q'-8" - AW INC PIG RE 'd 4, Uz U O cr 6°16 Q M BATH OL TRANSOM � � m BEDROOM 3 BEDROOM 4 ry x 8'-o�� G Ht - n, - -- 8'-O" G Ht 8'-0" G Ht O O tom- ar l�- O W CV U (V § O ED1 cfm HVAC EQUIPMENT IN ATTIC w x \ a 20 TO ERV NT WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELIG6UHO7OXE36B i �— — —y 20 cfm GONcc-) LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20184G57o - Q [M1505.4] �I Pro I TECHNOLOGIES - N = TO ERV --------- --------------------------------INSTALL ESV UNIT-4N GONDiTIONED ATTIG. HEATING GAP: 64,000 Btuh;AFUE = C16.1 ' 0 dJ [M1505.4] DUGTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. MODEL T705 in N v BATH , O � ____ PROGRAMMABLE ;r INDOOR COIL LENNOX GH35-30B+TDR (F) I OUTDOOR UNIT: LENNOX ML14X61-036-230G;AHRI 203374680 THERMOSTAT GL N O31-01, 7 ^t HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ` r �J o o �J o 3'-O' 3'-O" INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY MALL. COOLING GAP: 34,800 Btuh;SEER = 15.10 267 267 2`�/ OWER INSTALL IAW MANUFAGTURER'S SPECIFICATIONS I STALE AIR TO OUTSIDE AND FRESH SIR FROM OUTSIDE: 6" dio. DUCTS CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL c15PO7 SMOKE 8 G.O. F- - - 1 11-8" I 8" I HALL CO S DETECTOR (TYP) p JA.6 FL�TURNJ 2°..� -1 2�° CC. FRESH AIR TO INSIDE DIFFUSER IN H4LLWAY: 6" dia. DUCT 10'-0" HALF WALL m L � 0 m 2�o STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. - q (2)-2x10 HDR — — — N I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 O (2)-1.75xc1.25 LVL FLUSH736 ------------------------ -- ALL DUCTS INSULATED TO R-4.2 N 3050 (ENGINEERED DESIGN) m BI-FOLD 267° �— — —� SYSTEM TO BE SET AND BALANCED VO CONTINUOUSLY PROVIDE [MI505.4.4]: m H ND AI BEARING WALL ® MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM RYER WASHERx AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. 5' 3'-2" 4'-6" DRYER EXHAUST - 2"12 4" 4" [M1502] 12" x 12" AIR TRANSFER GRILL IN CEILING N m p zS V O- O _(V DOUBLE FRAME - I Q- OPENING Q N O Q - I 7CL I U � � I a N 4.. I �J 2to N BEDROOM Z GL r W.I.G. MASTER BEDROOM Z 8'-0" G Ht 8'-0" G Ht 4" 14'-0" 2'-2" 5'-6" 4" 14'-0" i 1-1-1 (n w m Z IV (2)-1.7_5x14 LVL_w/HT530_M_TL STRAP AT EACH END (2)-1.75xi4 LVL_w/HT530 MTL STRAP EACH EN Z �\�JJ < Z (ENGINEERED DESIGN) (ENGINEERED DESIGN) — — J �O J to — Z 2x8 GJ AT 16" o.c. 2x8 CJ AT 16" o.c. p ,- to W r p to Z LBETtEN (2)-2x10HDR (2)-2x10 HDR - LED-GELL SPF - ---------------------------------------- RAFTERS QV to)-3°5° (2)-3050 l� I 77)1 } `Q,Q Q x Q O O O O cn �Z d 2._q.. 8._O.. 2._q.. q._2.. 2._q.. I � � Q !) I I � Z I I I I I I Q I I -----------------------� L---------------------- I ��•'tM"sla A PF SP F� S:.P 2 8 2020 SE00ND FLOOR PLAN o SCALE: 1/4" = 1 ft O v r o Z Uj � 1 °o o Lu Cj , Q Q Z o < MOMtu o o p � J r J SOLAR-READY — Q lu IIn- O GE O w CERTIFICATE O J n� p - � p O This home has STRUCTURAL DESIGN NOTE w w W T `A Z Incorporated features at 0 tX ry the time of Initial In accordance with the 2020 RGNY5; structural Z p rJUrU� _ IR construction to enable the o o elements such as engineered wood, steel and p v Installation of solar steel/wood composite columns, beams, headers and - electric. girders that: �. OL i- E10 Z The solar-ready roof U 1) resist gravity loads, and LU Y ► Q G zone is shown on this T lu construction plan excerpt2) are nn not contained in the prescriptive design J 0 Co U and is free of GO :1T provisions of the 2020 RGNYS g 0 Z obstructions that would limit placement of solar were designed in accordance with _ panels. ANSI/AWG NDS-2015 with 2015 supplement. 0 Plastic conduit for future o J Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: SEPTEMBER 2020 SOLAR-REiAV,r the locations shown to i) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof-mounted solar panels. were designed In accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWINO NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DEVON." A - 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] i m O BWL B - BWL A 1- Y ' ROOF LINE 7' OI 5'_0" 1 "°} - ` TABLE R802.5.2 RAFTER/CEILING JOIST HEEL s k --- �----------- _ -tom - - _- - -- BWL I -`�� i/ ,b,c,d, e,g JOINT CONNECTIONSa o Ti J i -J GROUND SNOW LOAD s N20 30 �1 RAFTER z ' RAFTER SPACING Roof span(feet) o SLOPE Q ( (inches) 12 2 0 28 36 12 2 0 28 3 6 a Required number of 16d common ESS ROOF d b a,e ROOF nails" per heel joint splices' . p pN O 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 _ N 24 7 11 15 19 7 11 16 21 I - I�� ) 12 3 5 6 8 3 5 6 8 E L E ° 4:12 16 4 6 8 10 4 6 8 11 z - 24 5 8 12 15 5 9 12 16 - -- P05T DOWN P05T DOWN OST DOI IN i/ ,, Q ' l 12 3 4 5 6 3 4 5 7 V ! l m m 1.15 x 16 LVL STRUCTURAL RIDGE (,,t,�)j AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 24 4 7 9 12 4 7 10 13 I-F: d i I � I ! - � �. - �'a:a..,�,,.�,.:;.�,-:�rr.^.�ae»,c+^.w ..:•r�r.�,. +c:ra.^..�asa.r, .'�.. ., :-sms.m.: H,�,.a „a,..,mme^x:_,..t,-;`;- -- ---- - - ,._ 12 3 4 4 5 3 3 4 5 nn,, ��-..J.�S 16. VL RIDGE _r) - 7 12 16 3 4 E --- - - - I -I 5 6 3 4 5 6 r.)r' [HA_HEG' 24 3 5 7 9 3 5 7 9 -1 I 12 3 3 4 4 3 3 3 4 ROOF BELOW 9:12 16 3 4 4 5 3 3 4 5 II� 2x10 RIDGE 24 3 4 6 7 3 4 6 7 12 3 3 3 3 3 3 3 3 II ! ?„ 12:12 16 3 3 4 4 3 3 3 4 ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.b1 24 3 4 4 5 3 3 4 6 a, L _'a n' / INSTALL 2"IP VERTICAL 5GHEDULE 80 PVG ;, 4`` � 0`f % J CONDUIT THROUGH ALL WALL5 TO ATTIC, WITH � y - Q w _ w (Y TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SI: 1 inch=25.4 mm 1 foot=304.8 mm, 1 pound per w Q [E38o2.3.2]. square foot=0.0479 kPa. p E ....._.._..._. _------,-- --- - -k � _ a. all b permitted to be substituted for 16d --__...__.__ . .__.-_.- ...__, BWL 2 N - N 40d box nails shall e 4 -- - � �� I� ------- � �� ------- x N `��,. � x o common nails. t,' 2-a � 2-a 2-q 2-a � N z :�Y F � ,/ N Z b. Nailing requirements shall be permitted to be reduced 25 AGGESS ROOF i; f. Z percent if nails are clinched. c. Heel joint connections are not required where the ridge is �^ supported by a load-bearing wall,header or ridge beam. w garn+orsr�+,.:"ism'... .. . $� " J t cv d. Where intermediate support of the rafter is provided by RR AT 16" 0.6. 2x10 RR AT 16" o.c. _ 2x10 RR AT 16" oz. 2x10 RR AT I6" O.C. vertical struts or purlins to a load-bearing wall,the tabulated heel joint connection requirements shall be - E ROOF LINE z V WALL LINE permitted to be reduced proportionally to the reduction in - nn span. � F-, _ �_ e. Equivalent nailing patterns are required for ceiling joist lu m 11-- ROOF v0 [� o L_ to ceiling joist lap splices. V m Z LI E _ LU V SOLAR-READY ZONE [TIO3.31 f. Applies to roof live load of 20 psf or less. �z SE00N7 STOR"r f5NL_ PLAN � PROVIDES 36" WIDE AGGE55 PATHWAYS � � � �z IY g. Tabulated heel joint connection requirements assume �' - - O W �� [R324.61.THE SOLAR-READY ZONE SHALL that ceiling joists or rafter ties are located at the bottom 0 V N = F 0 SCALE: 3/16 = I ft v tY REMAIN CLEAR OF OBSTRUCTIONS 5UGH AS of the attic space. Where ceiling joists or rafter tiles are PORCH ROOF BELOW N VENT5, ETG. [TIO3.41 located higher in the attic,heel joint connection Z p0 p z (TYPICAL-3) trj requirements shall be increased by the following factors: J J z � � < Hc/HR Heel Joint Connection Adjustment Factor O pr �-<Q 1/3 1.5 X+�- z < Q 1/4 1.33 < Q < 1/5 1.25 Z 1/6 1.2 ROOF PLAN 1/10 or less 1.11 - SCALE: I/4" = I ft Q I - ---- BWL D 8WL G where: BWL E -_ ..-.. ---- ---- - - 37'-O" I. 24'-4" Ho=Height of ceiling joists or rafter ties measured vertically ,.�•+�»,,,, above the to of the rafter support walls. HR-Height of roof ridge measured vertically above the top of °�►�` 1• ,,ti Jt• the rafter support walls. 11-01/2" �, ru � •Z mss« �'-7" 4'-4" ' ' pP - - ---------------------- - ___.__ - - BWL 3 €-: -- - _--- ------- , � � -Vo �:� BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors-Table R602.10.3(2) (p.187) �3�rrmlrccs4`• - - - - -- - - I -- _-- __;. _ Upper Story pE�.)l��R�D S�i' 2 8 2020 ' `i U e I _ Numbered Lettered - - Wail Lines Wall Lines Comment Exposure Cat o p eg ry 1.00 1.00 Exposure B; 2-Sty O Roof Eave-to-Ridge Height 0.84 0.84 Tom' O BWL 4 Wall Height 0.90 0.90 8'-0" O d Number of Braced Wall Lines 1.00 1.00 2 po V t- Additional 800 lb(Hold Down 1.00 1.00 N/A p U� 4 I : Gypsum Board Fastening 1.00 1.00 N/A LU 0 IL -� m j Wind Factor Total 0.756 0.756 X O O .p hoz I � v�- A lu r- __,.._. _ �1(J� Braced Wall 140 mph Total Bracing �..I_i d- � Braced Wall Bracing Wind Factor Z = Line Spacing Required Required Length Status O Q Q Line Method (ft) Bracing(ft) Total gracing Provided(ft) 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK Q lu ! 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK m (� =1 r 1 -- --`- 1 A CS-WSP 37.00 8,40 0.756 6.35 31.00 OK O N LL N 0 in �\ N N B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK �Q O W O lu-----==r` ---1 - N -� p 3 o Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL ME51ON NOTE V N W ry Z Lower Story j� Dwelling Garage Comment In accordance with the 2020 RGNY5; structuralrOL �r�� _ - - - -- - Exposure Category1.00 1.00 Ex B; 2-St (Dwelling); 1-St Gar elements such as engineered wood, steel and O V --------- ---- -- ------- „ girders that: p Y ( 9); Y ( ) I - Roof Eave-to-Ridge Height 0.93 0.76 7-8"(dwelling); 6'-0"(garage) steel/wood composite columns, beams, headers and < !U I i Wall Height 0.95 1.00 9'-0"(dwelling); 10'-0 (garage) g > ~ Z I I I Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate calc) N I 1) resist gravity loads and LU v < Additional 800 lb Hold Down 1.00 1,00 N/A --` I Gypsum Board Fastening 1.00 1.00 NIA 2) are not contained in the prescriptive design p 0 Q Wind Factor Total 0.884 0.760 BWL 5 provisions of the 2020 RGNYS IL � t� z 0 51 -711 3'-6 "I Cl were designed In accordance with _ t Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor ANSI/AWG NDS-2015 with 2018 supplement. Line Spacing Required Required Length Status O in Line Method ftBracing ft Total Bracing Provided ft -� t- (ft) g ( ) g ( ) Structural elements such as walls and fenestration that: 4 CS-WSP 22.33 15.47 0.760 4.16 24.33 OK DATE: SEPTEMBER 2020 I� 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK r, r>. r� ; �, U resist wind loads, and - ----------- p� - - C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0.760 8.91 9.00 OK 2) are not contained In the prescriptive design WALL BRAGINO 4 ------------- D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNY5 ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK LL were designed in accordance with A50E 1-16 wind FIRST STOfi�Y E3NL. PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/16" = I ft where such elements occur in the plans, they are A - 5 annotated "ENGINEERED DM E51G ." m 2x4 COLLAR TIE AT 48" O.G. TYPIGAL ROOF R-3Q Z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER I5# FELT OVER O 1.75 x 16 LVL STRUCTURAL RIDGE Ya" STRUCTURAL PANEL SHEATHING OVER (SEE ROOF PLAN FOR P05T LOCATIONS) 2x10 RAFTERS AT 16" O.G. ROOF I R-39 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ----------------------------------------------------------------------------, WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.41 I 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.61 WOOD BLOCKING I I U I O 2x12 GROSS-RIDGE - - - - - - - - - - - - - - - -' T ____- - - - - � I GABLE WALL INSULATION: 12 12 I CONTINUOUS R-5 I-INCH RIGID FOAM XPS; W I I CAVITY R-13 2SPF FALSE GABLE 5.25 r— `---- - - _ 5.25 " I I � W w I m I I FULL-HEIGHT I- I SHEATHING LED6ER BEH ND Z ------------------------------- -------------------------------------- ---------L------------------------------------------------- TLY CONDITIONED) CEILING r I O _� 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE d G.O. 2" SOLID tt11JJ MASTER BATH �- I LAUNDRY >I I — — — — FAMILY BATH I 1x8 TRIM BOARD 9> cJ �E DETECTOR IN ATTIC WOOD BLOCKING } � - - -> Lu -7- - I - - - - - T - - - - � I �i I > I - - - - - � i SOFFIT VENT -- Q I- - WG I I I WASHER I I I I WG I I TYPICAL INTERIOR WALL 4" (2)-1.75x14 LVL FL HDR 1/2" GYPSUM LAV. LAV. I I I LAV. I 2x4 STUDS AT I6 O.G. NOTCH TOP 51DE UNDER ROOF BOARD FINISH — (2)-2x4 TOP PLATE;2x4 SOLE PLATEJ I-O I MAX. NOTCH DEPTH = 5 Ys" I TUB I TUB i Y2" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES -^ SHOWER I I j 2x4 STUDS AT 16" O.G. z AND SECOND FLOOR PLATFORM. v ) I (2)-2x4 TOP PLATE;2x4 SOLE PLATE IY MIN, R-4.2 DUCT INSULATION. 2nd FLOOR _---_L---- I I__ ____ __________ ___________________� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN w O --- ---- ---------- R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HAL BEDROOM 3 --------------- -- 1-1/2' W 1-1/2" 3.. W 2� W 2" 1„I I 2.. �y � 2' W 3 W I-I/2" W I _� WI I VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XPS INSULATION d G.O. 2" W 3" W 2" W I 2" W I 3" W----------------------------------------------------- -----2-W-------_ G�O.-------------- I OVER I/2" STRUCTURAL PANEL SHEATHING r-5-HSP WOOD FLOORING OVER N m I (2)-1.75 x 14 LVL FLUSH HDR � 3/4" PLYWOOD SUBFLOOR dJ CEILING _ — — — —/1 --- — i ii I R-13 2 CLOSED-GELL SPF POWDER KITCHEN I II ;; 14" TJI-560 FJ AT Ib" O.G. s I � AT RIM JOIST 14" TJI-560 FJ AT I6" O.G. �� 3 I y i X y j (2)-1.75 x 14 LVL FLUSH HDR Q; ; STAIRS 11 (3)475 x 14 LVL O I I/2" GYPSUM � W I I I Ij BOARD FINISH z W6I I KIT SINK ONLAV. I Ii i I I LIVING ROOM ' ' Z FAMILY ROOM SII ! IU] Ist FLOOR PLATFORM m m 1st FLOOR I WOOD FLOORING OVER --------------------------------- ----------- ---------- ----------I-- ---------------------------------- ------- -------------------------------1 3/4" PLYWOOD SUBFLOOR I 2" W j 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3 Y H3" W 2" W G.C. GROSS BRIDGING AT MIDSPAN I ----------------------------------------------------------------------- --------------------------------------------------------------- I R-13 2" GL05ED-GELL 5PF CEILING II — AT RIM JOIST 5TAIR5 q' V T- I —{I F'A'T' (3)-1.75 x 11.875 LVL GDR N BASEMENT -1 (4)-3/8" LAG 5GREW5 FINISHED GRADE FINISH GRADE (INDIREGTLY CONDITIONED) OU SILL GON5TRUGTION: SLOPE b" IN 10' MIN. AWAY FROM BUILDING _j 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD G.O. 4: W iT Tj N ON SILL SEAL WITH 1/2" ANCHOR BOLTS N (SEE TYPICAL WALL DETAIL) z V �- ITO APPROVED HOUSE TRAP i SANITARY SYSTEM 1/2" GYPSUM Q FULL HEIGHT R-II BLANKET WALL INSULATION 1 I 1 m II- BASEMENT O FLOOR 8" POURED CONCRETE" HtFOUNDATION STEM WALL BOARD FINISH iv AS MANUFACTURED BY GERTAINTEED CORP. J-i-1 -----------------------------------------------------------------------------------------------------------------------------------------------------� UPON I6" x 8" Ht CONTINUOUS P.G. FOOTING MINIMUM 3'-0" BELOW GRADE m ASTM E84 MAX. FLAME SPREAD INDEX S IJ m w z_ FLUM�31 NO RISER D I AORAM [D302.71 4" P.G. FLOOR SLAB MAX. SMOKE DEVELOPED INDEX � 500 � lT E' TOP OF BASEMENT SLAB _z It 13-1d' '3 Z Lu W_SGAL NTS N F p z (Y ju C3Z � tu �z 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING >• t ® O w/(3) #5 REBAR E.W. J O O > �Qy !� ts) Z 0O Rlr77Or TENSION 57RAP: SEGTION A 1 0 1 WRAP 57RAP OVER RAFTER 50ALE: 1/4" = 1 ft (3) 10-d COMMON NAILS AT EACH END OF STRAP Z RAFTERTO STUD : -: ?�. �:�•'' . WRAP STRAP OVER RAFTER N • b (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION DELI FRED SE? 2 8 2020 WHERE RAFTER ALIGNS WITH STUD D 2x ROOF RAFTERS AT 16" O.G. USE GALV. HURRICANE TIE BETWEEN Q �Q EVERY RAFTER AND THE ROOF BEAM 2x CEILING JOISTS AT 16' O.G. x Q Q to USE (3)-Ibd NAILS AT RAFTER Z HEEL JOINT GONNEGTION O 3 ROOF BEAM (SEE PLAN FOR SIZE) Q Tryfu m-' - UG3A PRESERVATIVE TREATED 2x EXTERIOR WALL SILL STUD TO lel LL STUD : ASSEMBLE WITH 10-d NAILS Z 12" O.G. STAGGERED ALONG LENGTH O O �- _ STRAP OVER OR UNDER SHEATHING (4) 8-d COMMON NAILS AT EACH END OF STRAP Opt -I Lu Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET EAGH R STRAP-TIE O Q O J EACH RAFTER � (n � DL � -� r VENTED VINYL SOFFIT 1x8 TRIM BOARD _ 10 W H O UPLIFT CONNECTIONS: 6518 GALV. COIL STRAP Q W Q USE (2) AT EACH POST, TOP 8 BOTTOM R-30 BATT INSULATION iu 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST I-I/4" WIDE 20-6UAGE v O SIMPSON COIL STRAP GALVANIZED STEEL STRAP J Q O PERPENDICULAR TO J015T5 'J 0- Z (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W W � _ DOOR OPENINGS. INSTALL V N ry (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP N Q- Z EACH SUPPORTING MEMBER PLATES TO JACK STUD. Z Q- Q < UG3B PRESERVATIVE TREATED 2x RIM BOARD Q [R507.71 REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW O _( FLOOR BEAM (SEE PLAN FOR SIZE) GANTILEVERED FLOOR JOIST HEADER = LENOTH ABOVE WWOL FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HE°ODER >• �- Z z (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS p STUD TO SILL PLATE: UG3B PRESERVATIVE TREATED Ib" O.G. ALONG EACH EDGE [R507.51 Lu Qzgzq-1 W Q tu WRAP STRAP UNDER SILL PLATE PER CODE .fe 05B d VINYL SOFFIT GRADE (6) 8-d COMMON NAILS AT EACH END OF STRAP 4x4 WOOD POST FLOOR J015T TO WALL: LL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET UG3B PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD ° a lJl .a . 2x EXTERIOR WALL • a _ PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIGNS: ° h P05T BASE ANCHOR FLOOR J015T TO PLATES: Ul 5IMP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES 4 . • J T- PLATES TO STUD: ° 12"(1) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 SIMP50N H2.5;(5)-Sd TO PLATES, (5)-8d TO STUD ° VERTICAL DEBAR ON DATE: 5EPTEMBER 2020 ' 24" x 24" x 12' DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS • H I OH-lel I NIS UPLIFT STRAFF I NO TYi=I GAL PORCH DETAIL DETAIL AT FLOOR CANTILEVER TENSION 57RAP I NO AT NALL OPEN I NOS DRAWING NUMBER SCALE: NT5 50ALE: NT5 SCALE: NT5 SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A — STRAP LENGTH SHALL BE SUFFICIENT 70 PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE m RIOI.1 UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - 15 NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the F- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site FLOOD ULTIMATE DE516N WIND SPEED: OBTAINED FROM until po project completion. y p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN Fi SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozards.otc.ounc.1l.org FOR THE PROJECT LOCATION: p p Speed Topographic Special wind Windborne Weathering Termite HAZARDS p ° 9 LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.1302 W 12.3403 RI06.3 DE516N PROFE5510NAL: A Certificate of Authorization Is g WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE THIS NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amoro 0 PRE-ENGINEERED WOOD GON5TRUGTION Engineering and Surveying,P.G. ("Designer") to provide 20 psf 128 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F SOI 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible IL Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE 51 ON IN ACCORDANCE for work performance of the builder. The builder shall O Elevation Latitude Immediate) notify Designer, In writing, If there Is an Al heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT WITH TITLE la NYGRR PART 1265 y y g g' y 0 Z) 30 ft 410 North 150 99% outdoor DB 850 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJU5TMENT COEFFICIENTS [TABLE R301.2(3)] discrepancy found between field conditions and plan N dimensions,especially with regard to existing construction. Z Ul Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 83012.1 WIND DE516N: In accordance with Figure R301.2(5)B,wind 9 P Daily range span, 140 mph, pitch less than 5:12) [TABLE R502.111 design 15 not required. This building 15 designed In difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf accordance with the wind provisions of the 2020 RGNY5. n 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 105 plf 83012.12 PROTECTION OF OPENIN65: This building Is not located O N UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. o AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. R3012.4 FLOODPLAIN: This building Is not located In a flood hazard area. R301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sieelping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z R301.6ROOF LOAD, Roof Design Load is based on the greater NUMBER AND TYPE NUMBER AND TYPE of the Ground Snow Load (20 psf,applied per an table and ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,� SPACING AND LOCATION NOMINAL MATERIAL SPACING`OF FASTENERS projected roof live load per Table roundR301. Span table a b,� OF FASTENER a b design corresponds to the 30 psf ground snow load column to OF FASTENERa"' THICKNESS DESCRIPTION2, OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support R301.5 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box 2�"x 0.113" or ( �"x 0.113");or P 9 ( )' Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I foists,glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2Y2"x 0.131");or Toe nail 21 Joist to sill,top plate or girder 3-8d common(2%"x 0.13 1");or Toe nail p ' 3-10d box(3"x 0.128"); or 3-10d box(3"x 0.128"); or Staple 15 ga. 1 %4 4 8 8302.1 FIRE-RE515TANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails U to 0.097-0.099 Nail % 3 6 projections shall be located at least 5 feet from lot Ines and 3-3 x 0.131 nails p are not fire-resistance rated. 8d box(2%"x 0.113") 4" o.c.toe nail Staple 16 ga. 1 %4 3 6 8302A FLAME SPREAD AND 5MOKE DEVELOPED INDEX FOR 4-8d box(2%" x 0.113"); or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard 1s a Glass A finish 3-8d common(2 2 j "x 0.131");or Perjoist,toe nail 22 (roof joist,band joist or blocking to sill or top plate gd common(2%"x 0.131")• 2 Ceiling joists to top plate 3-lOd box 3"x 0.128" ;or f applications also) IOd box(3"x 0.128");or or 6" o.c.toe nail 19/2 and% anga. 4 8 Staple 15 d 16 2 having a F-51 = 15 (req'd max. 200) and a SDI = O (req'd max. 3-3"x 0.131"nails ) 3"x 0.131"nails 0.097-0.099 Nail %q 4 8 450);and compiles with Code. Staple 99 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3" x 0.128");or 3-8d box(2%"x 0.113");or p ga 4 8 INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3Y2"x 0.162"); or Face nail 2-8d common(2%"x 0.131"); or 23 3 Staple 15 ga. 1 % 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist 3-lOd box 3"x 0.128" ;or Face nail /2 and/4 I surfaces shall have a F51 < 25 and a SDI < 450. See plans R802.5.1(9)] 4-3"x 0.131") ( ) 0.097-0.099 Nail 2/4 4 8 for exposed insulation values. 2 staples, 1" crown, 16 ga., 1 %q"long Staple 16 ga.2 4 g Ceiling joist attached to parallel rafter(heel joint) R302.11 FIRE BLOGKIN6: Use approved material to ftireblock penetrations of the floor and ceiling all 4 [see Sections 8802.3.1 and 8802.3.2 and Table Table 8802.5.1(9) Face nail 3-16d box(3%2"x 0.135"); or Staple 14 ga. 2%q 4 � 8 around p g Planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 y"x 0.162) Blind and face nail 0.113 Nail%q 3 6 where otherwise specified by the 2020 RGNY5. 4-1 Od box(3"x 0.128"); or 3-16d box(3%"x 0.135");or 1 Staple 15 ga. 2 X 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. 25 2 planks(plank&beam-floor&roof) 2-16d common 3 y"x 0.162 At each bearing.,face nail I 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this ` 5 Collar tie to rafter,face nail or 1 %" x 20 ga.edge strap 3-10d common(3"x 0.148");or Face nail each rafter ( ) 0.097-0.099 Nail/ 4 8 SPACING O FASTENERS under Exception 4. • to rafter 4-3"x 0.131") 3-16d common(3%"x 0.162");or ` project p • 4-1 Od box 3"x 0.128" • or NOMINAL MATERIAL a n 8302.14 COMBUSTIBLE INSULATION CLEARANCE Recessed ( ), DESCRIPTIONa, OF FASTENER AND LENGTH 3-16d box(3%"x 0.135"); or 26 Band or rim joist to joist :: :: End nail THICKNESS Edges Body of aneld luminaires shall be 10-rated I/AM N1102.4.5 with separation 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or (inches) g y p from insulation per listing.3-lOd common(3"x 0.148"); or � (inches) (inches) (inches) p g' Z 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3 x 14 ga. staples /6 crown 4-1 Od box(3"x 0.128");or i 8308.4 HAZARDOUS GLAZING LOCATIONS= Tempered glass or or truss 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboardr-fiber-cementh other approved safety glazing material shall be Installed in 'I ' O 20d common(4"x 0.192");or and adjacent to door panels;within 60 inches of wet surfaces; LU m at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. 4-16d box(3%"x 0.135"); or lu V ua z 3-10d common(3" x 0.148"); or 10d box(3"x 0.128");or 24" o.c. face nail at trop and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30a.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z Q nC 4-lOd box(3" x 0.128");or Toe nail 3" x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle 1p - - -1 1W O Z W Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers 7 „ :� :: . finished floorin other than the entry doorway. \ Q = And: Staple 18 ga.,Y8 long,%4 crown � r et1 r O z_ to minimum 2 ridge beam 2-20d common(4 x 0.192 ) or ( g ) 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENINGS: Ht is the Z O Z Z g 3-16d box 3%"x 0.135" ,or „ Face nail at ends and at each splice %4 builder's responsibility to verify that window units supplied by 4 11- r O W ( 1 „ ) „ , 3-10d box(3 x 0.128"); or 1 %4 long x .121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for A- 0%� o 2-16d common(3/ x 0.162 ), or „ 8 8 emergency escape and rescue o entn s where required. w Q OAC End nail 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for tile finish) g y p p g q 0. / J 3-10d box(3"x 0.128");or O y <Q 3-3"x 0.131"nails I :: :: . 1 L long,No. 8 x .375 head diameter,ribbed wafer-head screws R31I.7 STAIRWAYS: Interior stairways shall be pre-assembled O Vr < 4-16d box(3/ x 0.135 ), or 4 g> g 8 wood units. The maximum riser height shall be 8-1/4 Inches and N O Q 3-16d common 3%"x 0.162" ; or (for tile finish) the minimum tread depth shall be cI inches,plus nosing where Z Q Wall 28 Ledger strip supporting joists or rafters ( ) At each joist or rafter,face nail 16d common(3%"x 0.162") 24" o.c.face nail 4-1Od box(3"x 0.128"); or ' Plywood required. Provide handrails per Code. X 4-3" x 0.131"nails 1 %rin or screw shank nail-minimum 8312.1 6UARD5= Walking surfaces more than 30 inches above 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or 16"o.c. face nail ig „ 3 6 grade,and steps leading thereto, shall have guards that Z 3"x 0.131"nails 2-1Od box(3 x 0.128 ); or 2-8d common X and%6 12/ga. (0.099 )shank diameter conform to code. 29 Bridging or blocking to joist (2Y2"x 0.131");or 2-3"x 0.131"nails Each end,toenail Staple 18 ga.,%,%6 crown width 2 5 R3122 WINDOW FALL PROTECTION: Wlndows with 51115 less than Stud to stud and abutting studs at intersecting wall 16d box(3/2"x 0.135");or :: 12 o.c. face nail SPACING OF FASTENERS '3/32,s is t 1 X ring or screw shank nail-minimum e 24" above finished floor and greater than 72" above grade g 3"x 0.131" nails corners(at braced wall panels) /, /2 and/ 6 8 shall be protected per Code. 16d common(3 X" x 0.162") 16"o.c.face nail DESCRIPTION NUMBER AND rs termediate 12 2 ga. (0.099") shank diameter 16d common 3%" x 0.162" 16" o.c.each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENERs'h^` Edges h upports`°` 1/ring or screw shank nail-minimum ', R�*••*ur..r,, 10 Built-up header(2"to 2"header withY2" spacer) ( ) (inches) R I SMOKE ALARMS AND HEAT DETECTION: Interconnected 3 6 smoke alarms,carbon monoxide alarms,and heat detection 12" o.c. each edge face nail (inches) 1 32�ss�23 3 12%ga. (0.099" shank diameter alarms shall be Installed at all locations shown on the laps. ry 16d box(3%" x 0.135") g / /2 and/a ) p ° ' � w»• m•ti ��. 5-8d box(2%"x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 R315 CARBON MONOXIDE ALARMS: Install at all Iocaltion5 �y�-N 11 Continuous header to stud 4-8d common(2%2"x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exteriorwall sheathing to wall framing] Hardboardr specified on the plans. -, 4-1 Od box(3" x 0.128") 6d common (2"x 0.113")nail t 1%long ring-grooved underlayment nail 6 6 R3I-i WOOD DECAY PROTECTION: Lumbers ectfted to the fans 16d common(3%2"x 0.162") 16"o.c.face nail 30 /a - (subfloor,wall)' 6 12 0.200 4drement-coated sinker nail 6 6 as pressure preservative- treated (P.TJ shall be In accordance with AWA UI for the Intended use and location. a ;93 „ �., o .* lOd box(3"x 0.128") or 31 1%2" - 1" 8d common nail(2 y"x 0.131") 6 12f Staple 18 ga.,%ion lactic coated 3 6 Fasteners shall be hot-clipped galvanized steel stainless • �P'``�, 12 Top plate to top plate g(p ) pp g ' 12"o.c.face nail lOd common 3"x 0.148" nail or steel,5111con bronze, copper or 1/2" diameter or greater E!dZ;tHaE�`��, 3"x 0.131"nails i „ - i „ ( ) 6 12 Particleboard steel bolts. xrrattll1110c` 32 1/ 1/ 8d 2%2"x 0.131" deformed nail ( ) A4d ring-grooved underlayment nail 3 6 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on 1 Other wall sheathings Staple 18 ga.,%long,%6 crown 3 6 undisturbed soil with a minlmum load-bearing value :of 2,000 DFLIi/EF-_D SEP 2 B 2020 8-16d common(3 „x 0.162 ),or Face nail on each side of end joint I „ „ psf. Visually graded soles that have this load-bearing value 12-16d box 3%2"x 0.135" ; or 1 „ 1/ galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 Include 6W 4 OP-grovel and sand ravel;6M 4 66-511 and 13 Double top plate splice ( „ „ ) (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 X" long 3 6 Staple 16 ga., 1%long,%crown 3 6 cia ey gravel;5W-4 SP-sand and y gravel; sand;5M 4 50-silty Q 12-lOd box 3 x 0.128 ,or � gr ( ) each side of end joint) an clayey sand. Unsuitable subsoil material encountered 12-3"x 0.131" nails IM" galvanized roofing nail,%6"head 1 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ O � 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 11/" long 3 6 �' s s 3 with S/4" crushed stone to a minimum depth of 8 Inches or AOBE. p g g Staple 16 ga., 1 /long, /crown 3 6 P t 16d common(3%2"x 0.162") 16"o.c. face nail ,� s 1%"galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls, exterior 00 _j � Bottom plate to joist,rim joist,band joist or 35 y gypsum sheathing 1 „ 1 „ 7 7 walls and other vertical concrete work exposed to the u 14 16d box 3%"x 0.135" ' or 1/ long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum 0 u- -� m blocking(not at braced wall panels) ( )� 12 o.c. face nailcompressive130 � .p 3"x 0.131" nails 1 %q" galvanized roofing nail; staple galvanized, arostrength s f exposed psi at 28 days. Porches, ^ O 36 g"gypsum sheathings s " s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather, and garage Z 1 / long; 1 / screws,Type W or S gp � floor slabs shall be air entrained Stone concrete with a O K Bottom plate to joist,rim joist,band joist or 3-16d box(31/"x 0.135");or 3 each 16"o.c. face nail b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3500 psi at 28 days. -� O 0 V 15 2-16d common 2%"x 0.162" ; or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing L r blocking(at braced wall panel) (. ) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. LH It 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O Z Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. i O 37 %4" and less 1 „ „ 6 12 p p pP s stems Shall extend below the frost line, i.e.,to a minimum 8d common(2/ x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O lY -� z 4-8d box(2 y"x 0.113")�; or 8d common(2%"x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. t- Q L 1 3-16d box(3/ x 0.135"); or 38 %"- I+' I „ „ 6 12 R404.1.-1 BACKFILL: Backfill shall not be placed against m Toe nail 8d deformed(2/ x 0.120 )nail f Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of -1 days. Brace to O fr- O 4-8d common(2%"x 0.131"); or y P } 0 g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. m-m N 4-lOd box(3"x 0.128");or lOd common(3"x 0.148")nail; or t� Wlu "x 4-3 0.131"nails 39 1%"- 1 %4" 8d deformed(2% x" 0.120")nail 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using P-502.15o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer 0 = O 3-16d box(3%"x 0.135"); or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber(LVL) shall have a minimum Fb=3,100 pct and modulus J v 2-16d common(3%"x 0.162"); or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x 10 6. V W ry Z N 3-1Od box(3"X 0.128");or End nail R602 WOOD WALL FRAMING: Load bearing dimension lumber shall C N lu Z be Douglas fir-larch No. 2 or better. Studs shall be a minimum 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and 7- A4•. (] sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. < O 3-10d box(3"x 0.128"); or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c R'102.3 GYPSUM BOARD. All Interior walls to be covered with Y2" ~> t- D- 17 Top plates,laps at corners and intersections 2-16d common 3%" x 0.162" ; or Face nail gypsum board;taped,sparkled and painted;unless otherwise Z ( ) ksi for shank diameters of 0.142 inch or less. noted on plans. o tt1 �.l 3-3"x 0.131"nails ULTIMATE DESIGN > b. Staples are 16 gage wire and have a minimum/6-inch on diameter crown width. MINIMUM 0 MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R'103.3 51DING: Q 3-8d box(2%"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAiL NOMINAL uic Exterior wall covering Shall be vinyl s�tding tested � jj.J STRUCTURAL WALL STUD SPACING by the manufacturer for use to high-wind regions and installed � J v 2-8d common 2%"x 0.131" ; or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) with fasteners 1n strict accordance with the manufacturer's O 0 O 7- 18 1"brace to each stud and plate :: ( , . ) PANEL SPAN SPACING F- z 2-lOd box(3 x 0.128 ), or Face nail C. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Ed es Field Wind ex osure Cate o instructions for high-wind regions. Use stainless steel nils for LL W f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size RATING (inches) (inches) g p g fastening vinyl siding on buildings located within 3 000 feet of IL 2 staples 1 %" (inches) ) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less = 6d Common 1.5 24/0 / 16 6 12 140 115 110 g ui 3-8d box(2%"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 RSo2.l WOOD ROOF FRAMING: Load bearing dimension lumber H m 2-8d common(2%"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and Gelling joists shall be t- 19 1"x 6" sheathing to each bearing 2-lOd box 3"x 0.128" • or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. ( ), g. yp g 8d Common 16 6 12 170 140 135 2 staples, 1" crown, 16 a. 1 %4" ion sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 /6 RSob ROOF VENTILATION: Soffit vents shall be provided with a g g g ( ) 24 6 12 140 115 110 minimum net free ventilating, area of Xso of the area of the DATE: SEPTEMBER 2020 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the sfit. Attic is unvented. 3-8d box(2%"x 0.113"); or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2%"x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RCIO5.2 ASPHALT 5HINGLE5: As halt strip shingle wrappers shall pp y g q g g g p g p be labeled to Indicate compMance with ASTM D-"1158 Glass 6 3-10d box(3"x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be NOTES r p p q y p p or H,or A5TM D-3161 Glass F,and shall be fastened In 3 staples, 1"crown, 16 a., 1 3/" long ag. . Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 „ g g i. Where araft rafter s fastened to an adjacent ceiling joist in accordance with this schedule,provide two toe nails on that accordance with the manufacturer's nails r strip o achieve U inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per ctrl shingle. use 20 1 x 8 and wider sheathing to each bearing Wider than 1 x 8 Face nail b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3000 feelt of one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. 4-8d box(21/2"x 0.113"); or Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%"x 0.131"); or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RI0062 AIR SUPPLY: All combustion air for factory-built j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fireplaces shall be provided from the exterior of the dwelling 3-1 Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. p p'" g A _ 4 staples, 1" crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3/z")at above(must stack over wall below) 12"on-center Load bearing or braced/shear wall above " Plate nail, 16d 0.135 x 3 Y2") When sheathing thickness exceeds 7/8", 2x stud wall at Floor panel nail- g p present) ALLOWABLE HOLES - TJI JOIStS Plate nail, 16d(0.135"x 3/z ) ( Blocking panel: 1Ya"TJ®Rim Board, 1 (must stack over wall below when resent at 16"on-center at 16"on-center trim sheathingtongue at rim board 1 Y4"TimberStrand® LSL or TJI® oist. No load bearing Z g P Web stiffener g 16"on-center 8d(0.131"x 2/")at 6' on-center J Min.distance from Table A Min,distance from Table B y Blocking Anel: , wall above 1Y2"hole may be cut 1Y4"TJO Rim Board, 1Ya" Plate nail-16d(0.135"x 3/z") Blocking panel: anywhere in web out- required on both Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone TimberStrand0 LSL or at 16"on-center* 1/8"TJ®Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 ® cur or notch flange. TJI joist Floor panel nail- boundary nails, at B3W ONLY 1/4"TimberStrand LSL 8d(0.131"x 2Y2")at 6"on-center* or TJI®joist 8d(0.131"x 2/z")at 1/4"TimberStrand® O Q O 6" Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %i6" Web stiffeners 6" o each side at A3._W 61 tstiffeners required on bothnail Toe nail-10d(0.131sides of both joist 6" L, 2 x D, D, Closely ged round L2 x LD6.1 6"Toe nail, Toe nail, 11/8"TJ®Rim Board A3/A3W When sheathing ) ends at B4W ONLY No field cut minimum holes are permitted if® ( x 3" at 6' on-center minimum No field cut Do nor cur 10d 0.131"x 3" 10d 0.131 x 3" TJI rim joist : thickness exceeds/a re uired DO NOT holes In (applies to all holes the group perimeter( ) ( ) 1 onl orq holes In holes larger y) in. End of joists at hatched meets requirements for hatched + " at 6"on-center at 6"on-center � 1Ya"TimberStrand' LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes!n cantilever except knockouts) q than 1/2 rn For rim board thicker than 1/4 centerline reinforcement. zones round or square holes. zones cantilever LL 7J1®rim joist at rim board and B2W ONLY 0 Web stiffener, -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support UJ Toe nail- fit (0.131"x 3") nail.To nail from TJI joists into rim board. a required on both Must have 13/4"minimum Install proper blocking to p 1 Blocking panels may be required Table A - End Support q at 6"on-center* P p g Blocking panels ma be required with braced/shear g p Y q Minimum distance from edge of hole to inside face of nearest end support _ * sides at A1W'ONLY * joist bearing at ends. Attach 'fir support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe g2 62W g p ) q 63 63W with braced/shear walls above or g4 B4W g pport ZO N Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. O walls above or below-see detail B1 below-see detail B1 Joist v ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE OO OO � p OOOO A3.1 tA3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 W * Nail through 2x-cantilever,wood backer and DEPTH rJl ," O For additional installation specifications see Rim Board Details and Installation in A3WO O z" 3^ a^ 5^ sY2•' 7^ s/ „^ 13^ 2•' 3^ a^ s^ s/ r• e/, ir• 13•' O O Details and Installation In Weyerhaeuser Installation Guide 11/8"TJ®Rim Board or 11/4"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" 110 1'.0" 1'-6" 2'.0" 3'-0" 5'-0^ 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" V Weyerhaeuser Guide for Floor and RoofFaming,TJ 9001. Blocking J ( ) 210 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" r-0" 2'-0" 2'-6" 4'-0" F-0^ t y for Floor and Roof Framing,TJ 9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y2^ 0 N ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%")nails with 3Y2"TJI@ 360 1'-6" T-0" 3'-0" 4'-0" s'-0" 1'-6" 2'-6" 3'-6•' s'-0" 5'-6" Vr with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" 3'-6- s'-o" 7'-0" 2'-0^ T-0" 4'•0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%$'- _ g j ® , „ ® schedule. iio r-o" r-o" r-6° z'-o^ z'-s" 3'-0" s'-s° ,'-o^ r-s" z'-o° z•-s" a'-s^ s'-o° s'-o^ # reinforcement and filler 16"deep blocking panels;6"diameter 1Y' TJ Rim Board 1/a TimberStrand 210 r-o^ r-6' 2'-0^ 2'•0^ 3'.0" T-6^ 6'-0" r-0•' r-6" 2'-6" T-0" 5'.0" 5•-6" 6'-6" _ 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9Yz"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%'. 230 1'-0" 1'-6' 2'-0" 2'-6" T-0" 3'-6• 6'-6^ 1'.0" 2'.0" 2'-6" 3'-6" 5'-6" 5'-6" 7'-0" one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 1'-s" z'-0" 3'-0" 3'-6" 4'-s" 5'-0" T-0" l'-6" 2'-6" 3•-6" 4'-6" 6'-6" 6'-6" T-6^ (1 3/q'reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 117/8"TJ Is or shorter than 12"long. 5so 1'-s^ 2'-s^ 3'-0" a'-o^ 5's" s'-o^ e'-o" 2-s" 3'-s" 4'-s~ s'-s" 7'-0^ 7'-s^ a'-o" 8'•diameter maximum hole for 11 , Do not cut flanges. Attach reinforcement to joist nail at each corner F1 one side at E2,both maximum for blocking panels 9/2' joists. g applies to iio r-0" r-0" r-0" r-0" r-s" 2'-0" T-0" 5'-s° ,'-o" ,'-o° r-s" z'-o" 3'-6" a'-0" 6'-0^ a-o^ Web stiffeners %s"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131' )2Y2") Horizontal blocking uniformly 210 1•-0" r-o" r-o^ r s" r-o" 2'•s" 3'-s" s'-o^ 1'-0^ r-o" 2'-0^ 2'-s" a'-o^ a'-s" s'-s^ s'-s" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ys"TJ®Rim Board 1Ya" nail at each corner panels between each loaded joists 14" 230 1'•0" 1'-0" 1'-0" ,'-6" z'-s" 2'-6" 4'-0" 7'-0^ ,'-0" 1'-0" 2'-0" T-0~ 4'-0" 6-o" T-0" 9'-0" -^ sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 1'-0^ 1'-0" 1'-6^ 2'-6" T-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0° 6'-6^ 8'-0" 9'-6" �J j 12"long. 10d(0.131"x 3")nails,one 12"length of%" connections equivalent to Wood R ut<` 5so r-0^ ,'-o" z'-0" 3'-0" a'-s^ 5'.0" 6'-6" 9'-0" r.6" T-0" 4'-0" s-0" r-0^ 7'-6" 9'-0" 10'-0^ Y,s- Do not cut flanges. 1%"TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer aele' oa�J1) z,0 r-o" r-o^ r-0" r•0^ 1'-0" r-6^ 2'-s'• T-s" 6'-0" 1•-0" 1'-0" 1•-0" 2'-0" 3'-0" 3'-6" 6'-6" 8•-0. 1 r-0" O ti TimberStrand® LSL.Nail with one side at E5, 3 „ des R`an�� ads L16 230 r-0" Ir-O" r-0" r-0° r-6" r-6" T-0" 4'•0" r•0^ r-0" r-0" r-0" 2'-0" T-6^ 4'-0" T-0" 9'-0" 1r-0" th of 360 0" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on one side °IZ"��e�e` o�\0 560 1'-0" 1'-0" 1=0" 1'-0" 2'-6" 3'-0^ 5'-0" 7=s" 10'o" 1'-0^ z'-0" 3'-0" a'-s° s's" 7'-0^ 10'-0" 11'-0" 1z'-o^ each at top and bottom flange. joist web with 3 rows Full depth vertical oaf tit �� blocking between at ET both sides at E8 F1 �e�° `` 10d(0.148"x 3")nails at 6" g a^ s 6" r 8" 16' 2" 15" 17" 4" 5" 6" 7•• 8" 10" 12" 15" 171- each 7" - each joist 16„ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" '•6" 10'-0" 1'-0" 1'6" T-0" 4'-6" 6'.0" 10'-0" 11'-0" 13'-6" Attach reinforcement P on center,clinched.Use 2 1 2x4 minimum to joist flange with 2 tt` rows with 9� "and 117 " E7 E8 Less than 5" 560 r-o" r•o" r-0" r-o- 2'-0^ -o" 1 r-o" r-o^ 3'-s^ /z /s Less than 5" squash blocks p" 8d(0.131"x 2Y2")nails at 6" a+ TJI®joists. * 20„ Seo r-o" 1'-0" r-o^ r-0" r-o" '-o° r-o" 1o'-s^ 1'-0^ r-o^ r s" 3'-0^ a'-s^ a'-o^ 1%"TJ®Rim Board or 2 �� on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT 5so r-o" r-0" r-o" r-o" r-o" '-6" s'-o° 13--0-114--6-116-0- 2'_ 3'-0' tit'-s" 16'-0" CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand® LSL. Face grain �a� both sides,stagger nails. O O Y8"minimum O transfer load around 7JI0 joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3%z"TJI®joist flange widths 1„ 2%"maximum Table B - Intermediate or Cantilever Support E1 E1 W E2 E3 O 1 " ® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O O nails,one each at top and O O (1/2 for TJI g pp bottom flange. Option#1: 560,560D) See sizes below. JOIST rJl� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJIID joist blocking with end Web stiffener both sides. DEPT" z" 3" a' s" sY' 7' s��" 11' 13 z^ 3' a 5" sY�" 7" e�/" 11' 13" blocks installed at%joist-span See sizes below. *With point load from above,and no support adhesive to all i,o r-o" z'-s" 3'-6^ a'-s" r-s^ r-s" z'-s" 3'-6" s'-s" s'-s" Flush bearing plate required. Structural exterior sheathin locations usin P pp Hanger height must ® g contact surfaces g below,install web stiffener tight to top flange g Z.. 210 2'-0" 2'-6" 3'-6" 5'-0" a'-0" 2'-0" 3'-0" a'-0" 6'-6" 7'-6" g g Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang two 8d(0.113"x 2Yz") Tight fit* 230 z'-s" 3'-0" a'-o" 5'-s" e'-s" 2'-0•' 3'-6" 4'-6" 6'-6" 7'•6" be a minimum of 60% Flashing 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofJoist depth C` Nailing Requirements 560 3'-6" 5'-0~ 6'-0" T-6" 10'-0" 4'-0" 5'•6^ 6'-6" 8'-0" 9'-0" nails when possible. flange with face mount hangers). Treated 2x_ �sPa 2y2'screws, Depth Minimum Web Clinch nails when possible. ledger ,��1o�s mat typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 1'-0" 1'-0" 1'-6" z'-s" a'-o^ a'-s" 8'-6" 1'-0~ 1'-s•' 2'-6~ 4'-0^ 7'-0" 7'-0" 9'-6" End Intermediate 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" s'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 1 1 110 All 5�"x 2516"(,) 230 1'-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'.0" 10'-6" "'• 1/8"TJ®Rim Board or 1/4" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'•0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" table below.Maintain ® 210 All 3/a"x tis""' 8d Top mount 2"distance(minimum)from TimberStrand LSL. Option#2: 230&360 All %"x 2%6""> (0.113"x 2%") 3 3 110 1=0" ,=0" 1=o" 1.o^ z=o^ z'-s° 1a=s" a'-s" ,=o" 1'o" 6'-0" 2=6" 1s=o� 1s=o" 1s'-0^ 1z'-o" hanger edge of ledger to fastener. , 2X_strapping installed at/3 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-6" 9'-6" 1'•0" 1'-0" T-0" 3•-6" 6'-0" T-0" 10'-0" 13'-0" Backer block joist-span locations using two 2 560 All 2x41? , 14" 230 r-o" r-0" r-0^ 2'-0^ 3'-6" 4'-0" 6'-0^ 10'-6" 1•-0" r-0" 2'-6" 4'-0" s'-6" T-6" 1 r-0^ 13'-6" Face mount Allowable Load(Ibs) „ (0.135"x 3/2") 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" IT-0-114--0- hanger 2'-0" 14'-0" han er both sides of web , Yz screws per Joist,typical 9 ® Fastener 1/4'TimberStrand® 1%"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'4' 11'-0" 13'-6" 15'-0" with single TJI joist LSL rim board 16d Option#3: 560D 20" 2x4'2' 5 5 210 1'-0" 1'-0" 1'-0' 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'•0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of Y2"lag bolt 610 480 Directly applied ceiling 22"(3) (0.135"x 3Y2") 6 11 230 r-o" r-0- r-o" r-0" r-6" 2'-0^ 4'-0" 6'•6" 1r-0" r-o" 1'-0^ r-0" 2'-6" 5'-0" 6'-0" 10'-6^ 13'-6°116'-6- With top mount hangers,backer block required only Y PP 9 ,6" H 1 hanger do not laterally support at H2 H3 . 24"(3) 6 13 360 ,'-0^ r-0" r-o" r-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" r-0" 1'-0" 2'-0" 4'•0^ r-6" 8'-6" 13'-0" 14'-6" 17'-0" 3 ®. for downward loads exceeding 250 lbs or for uplift Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of 560 1'-0" 1'-0" 1'-0" 1'.0" 2'-6" T-6" 7'-0" 11'-0" 15'-0" 1'•0" 1'-0" 3'-6" F-6" 9'-0" 10'-0" 14'-6" 16'•0" 18'-0" O least/"of TJ 10 Joist top flange O conditions.For nailingrequirements see page 5 TJ- LA p y (1)PS1 or PS2 sheathing,face grain vertical (n q r l O the bracingoptions above is required (�) v p 4 2 Construction rade or better a^ 5^ s" r• e^ 10" 1z^ is^ n^ a" s' s^ r' 6" io•• i2^ 15^ ir' 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJIo 560D Joists 360 1'-0" 1'-o" 1'-0" 1'-s" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'4" 6'-6" 9'-0" 14'-6" 16'-6"1_ �_ Roof Framing, TJ-9001. 560 1.4. 1'-0" r-0" r-o" 2'-0" 6'-0' 10'-o^ 16'-6" r.o" T-s" 6'-0^ a'-s" 11-6" 1s'-s° BEAM DETAILS FASTENING se FLOOR PANELS iso 1'-0" 1••0" 1'-0" 1'-0" ,'-0" 3'-0" 6'-o" ,1'-0' 15'-6" 1'.0" ,'-o" 1'-0" a'-o^ 7'-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" sso 1'-o" 1•-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" ,'-0" 3'-0" 6'-0" 8'•6" 14'-0" 1T-6' 19'-6" 20'-6" ` m W v TJI®()(2) Rim Board 1�•• TJIeJoists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. Nail Size 110,210, 360 and Y•• ® " TimberStrand®LSL Microllam® Parallame 0) Z BEARING FOR DOOR BEAM TO BEAM BEARING AT s TJ Ri 1Y4 Depth 9/2'•or 9/2"or 14"or 9/z or 14"or 18"or z 14"or 18"or • Leave Y8"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. t BEARING AT WALL OR WINDOW HEADER and 230 560 Board TimberStrandeLSL or wider LVL PSL 1 14" z 11z/•• 16" 20" 11/8" 16" 20" II W Z CONNECTION CONCRETE WALL 11 16" Tables are based on uniform load tables in current design literature. Z Z Q d- Z p/ 8d(0.113"x 2Yz"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3' Filler Block(1) 2x6+3j" 2x8+3/e" 2x6+Y2" 2x8+)/2" 2x12+Y2" Two Two Two - - J tT O-1 lid 1 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located m _ 1/e"TJ®Rim Board or Strap per code If top plate , (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 d)Z W 10d(0.148"x 3"),12d(0.148"x 3/4') 6" 4" 4" 4" 4" at the center of the joists an provided that no other holes occur in the joist. p ,- d Z 1Ya"TimberStrand® LSL or Is not continuous over Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2x6+y" 2x10+y' J p p j 0 1 - blocking for lateral Support header 16d(0.162"x 3%") 6" 6" 5 a a 8" 6 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable o (1)Stagger nails when using 4"on-center spacing and maintain 1%8'joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable - ALLOWABLE HOLES Headers and Beams tIZ OL o panel edges)for diaphragms.Fastener spacing for TJIS joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) Q ILI } (v W ® o Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJISjoists. 5 „ 3 „ 3/4" 1 " 7 „ .55E TimberStrand® LSL Headers and Beams (Detail F1 /a or/4 or/a /a or 1"Net 2x6 2x8 2x12 N O plate is Hitt continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least I/ and staggered. or H2) i� X - m V- Q ••' 3 With 10d 0.148"x 1'/:" nails,s acin can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the O } over column ( > ( ) p g g g g 3 P 1 Hnacessary,increase filler and backer block height for face mount henVers and maintain/s"gap at top of joist;see detail W Filler and backer largest hole(minimum) o Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). bock dimensions should accomodate required nailing without splitting(12'''minimum for backer locks and 24"minimum for filler blocks). N `(� (y O Q < hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1/"(to avoid splitting). }� v' Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Y3 depth Allowed hole zone Column Face mount 9 9 9 q 9 g p 0 hanger wood from direct recommendations listed above. (� Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor )j_] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O literature for framing connectors ■Nailing rows must be offset at least Y2'and staggered. ® ° Z ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI Joist or rim board is achieved. ° ° ° ° 0 1.55 E TimberStrand®LSL ■Maximum nails spacing forTJl®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P 9 J Depth Hole Size cantilever and end bearings by blocking panels,hangers,or direct attachment to 9Y4"-9Y2" 3" Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 8" 8„ 11Ya-11% 3%" TJI® joist framingdoes not J Fastener Installation Requirements j 14^-16" 4s/a" require bridging or mid-span E1 General Notes See Illustration for allowed hole zone , ••s.+• Piece #of Fastener q g ..t blocking Allowed hole zone suitable for headers and beams with r"AR�,' �+ Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. rel sides,stagger fasteners on the second • Round holes only `� •''� �, 10d nails 3" 3 y �,�• BEARING AT 1 2 12" side so they fall halfway between No holes in headers or beams in plank orientation. :n t COLUMN 2 12d-16d nails 3/a" 2 One side fasteners on the first side. .4 Screws 33/8"or 3%" 2 24" 10d nails 3" 31?' DO NOT bevel cut joist Al „. z H2 Other Trus Joist® Headers and Beams `F (2) Y Microllam® LVL IB .. 12" Both sides Rim board joint beyond inside face of wall. 12d-16d nails 3Ya" 2 E2 between joists DO NOT overhan seat cuts g 1.3E TimberStrand® and Parallam®PSL 3 .,•,. 4F.a tis,; �. 13/4' 33/8"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the 1/3 depth �1++ ' " �• t�F>>`� Screws 2 24" Load must be applied evenly across 3' face ofsu ort member, largest hole(minimum • 5" One side entire beam width.Otherwise,use pP ) Verifycolumn capacity 3) (2) connections for side-loaded beams. DO NOT cut,notch or drill P Y 10d nails 3" 3 One side holes in headers or beams and beam bearing (3) f2, p P 2 8 2020 L5 12" (Per ply) length.See current 4 12d-16d nails 3Ya" 2 C Weyerhaeuser literature. 5"or 6" Both sides d � except DELIVERED CL 0 0 0 illustrations and tables. Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° 6 3/" One side form a header or beam of the required size,u to a TJ I@ rim joist Q 1- L6 q P Screws 5"or 6" 2 24" Both sides maximum width of 7" , Microllam® LVL and Other Trus Joist®Beams J o 1/a"TJ®Rim Board or 1Y4" Parallam®PSL Header or Beam Maximum Round L3 TimberStrand® LSL. allowed hole zone Depth Hole Size 3Y2" 2 6 3/4" One side A2 Yz"bolts 8" 2 24" - middle Y3 span 4%" 1" O 5Yz' 13/a" d 1.3E TimberStrand® LSL allowed hole zone d -"� (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTm. B1 L1 7/4"-20" 2" COLUMN DETAILS LS (2)An additional row of nails is required with depths of 14"or greater. '�I4.'1 H1 See illustration for Allowed Hole Zone `/ O O (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 'X` Oz BEAM ON 62 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only ILI 'O o 1'1 ,u COLUMN CAP NAILING AT BEARING (FLOOR) L5 J•L-1 • No holes in cantilevers. f) o Z ^ _ TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 u • No holes in headers or beams in plank orientation. O 0 1 1 , ® (Load bearing wall above) --.1 1/8'TJ Rim Board or 1%"TimberStrand® LSL. Joist maybe shifted up to 3"if Use B1 Or BZ at WARNING One 10d(0.128"x 3") floor anel ed a is su orted P �- p 9 pp O B4 intermediate bearings One 8d(0.113"x 2Y2") nail into each flange and span rating is not exceeded. m -.1 r nail each side.Drive with load beariing or Joists are unstable until braced laterally O O Do not cut joist flanges, y - I � 11_ > nails at an angle at braced/shear wall g Plumbing Drop Bracing includes: (� OO W La I It 9 Strut Lines - least 1Y2"from end. End of joists from above • Hangers • Rim Board • Rim Joist 0 1L > O P1 Blocking • sheathin • at centerline 3Yz"minimum of support L2 (L Z COLUMN BASE 13/4"minimum end bearing intermediate bearing Also see detail B2 Y W U O ry single-family applications 5%"may be required �� - - formaximum H1 r Z Q o M JU Shear transfer.'Connections equivalent capacity r Ivy to floor panel nailing schedule • �, ry O y n ;;:•:;•,- Rim to TJI®Joist o o DO NOT walk on joists DO NOT walk on joists DO NOT stack building ISSS� c� W 1�- "•;i ; ?' `t•'` 1 ® TJI®560 rim joist:Toe until braced. that are lying flat. materials on unsheathed > l- :.�,::;,-:�•, 1/a"TJ Rim Board, Additional joist is required if o 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 0 TJ In 110 rim joist: nails,one each side of • •;; ••• INJURY MAY RESULT. joists.Stack only over V � �/ or if span rating is exceeded. • ,. •. Exterior Deck WARNING NOTES: beams or walls. p� Q P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 r :' •• O o LA DO NOTusesawn Lack of proper bracing during construction can result in serious J p }- •.' Attachment into each flange floor joist .•' lumber accidents.Observe the following guidelines: IL Q Structural 9 g ZIL O TJI®210,230,and 360 rim INSTALLATION TIPS °' o board or blocking, ®. IL ' .'•• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed. Il. ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be n �-� One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation• accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba _ COLUMN BASE ( /z) P' v P ry P ( g) j y. 13/4"minimum bearing into each flange may not be required. O Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Top View p joist.Without this bracing, Locate rim board joint between joists. Safety bracing(1x4 engineered/umber ) g,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details 81 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJIo 110 joists)and 4.Sheathing must be completely attached to each TJlejoist before additional loads can be placed on the system. o H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' 1 of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. ,- ;:.»,• 1/a"TJ®Rim Board or 1/4" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DP�TE: 5EPTEMBER 2020 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or 1-JOIST DETAIL5 rout Drive nails at an g p ( PP ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist Til Joist Installation Guide, TJ-9006, which should be referenced for additional information. A - a