Loading...
HomeMy WebLinkAbout44681-Z ��Q�St1FF0(,�CQG� Town of Southold 12/8/2020 o - P.O.Box 1179 o _ 53095 Main Rd 4,� o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41668 Date: 12/8/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 300 Corey Creek Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/4/2020 pursuant to which Building Permit No. 44681 dated 2/11/2020 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: one family dwelling with unfinished basement, covered front entry, rear stoop and attached one car garage as applied for. The certificate is issued to WH Crumb LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0090 11/20/2020 ELECTRICAL CERTIFICATE NO. 44681 10/21/2020 PLUMBERS CERTIFICATION DATED 11/11/2020 aul Rupp 7 IF o ' Signature i �4�g eco TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 44681 Date: 2/11/2020 Permission is hereby granted to: Mahoney, Anne 222 Foster Ave Valley Stream, NY 11582 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 300 Corey Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.4-7 Pursuant to application dated 2/4/2020 and approved by the Building Inspector. To expire on 8/12/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,487.60 -NEW $50.00 Total: $1,537.60 i Buildi Inspector 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: 1. Final survey of property with accurate 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 Date4 6,�,L,, --16 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1�C)o C�Y'e�, C'�2e/C WP, M-2 �CJ�-1%�'� o L /y 19'1 I House No. Street Hamlet Owner or Owners of Property: 10 Y11(1-e, • Idem e t j Suffolk County Tax Map No 1000, Section ` Block Lot Subdivision �� yZ C � 67 - �I �r,9re.-1 Filed Map. Lot: Permit No. Date of Permit Applicant: Health Dept.Approval: (-))(j cI Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted- $ �j n ppli ature Building Department Annlication AUTHORIZATION (Where the Applicant is not the Owner) e. residing at cxa g (Print property owner's name) 1 (Mailing Address) do hereby authorize , r p &— -6 (Agent) f LL to apply on my behalf to the Southold Building Department. #- )�/ J% -2/ (Owner's Signature) (Date) OCLV (Print er's Name) ®sof S®���®� Town Hall Annex ": ® Telephone(631)765-1802 54375 Main Road `z `J- „ Fax(631)765-9502 P.O.Box 1179 ''�" ���� Southold,NY 11971-0959 � sean.devlin(a-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. WH Crumb LLC Address: 300 Corey Creek Ln city Southold st. NY zip: 11971 Building Permit#• 44681 Section. 78 Block: 4 Lot. 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubaur Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceding Fixtures 14 Bath Exhaust Fan 2 Service 3 ph Hot Water Oil GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 40A Ceding Fan 4 Combo Smoke/CO 2 Transformer UC pucks 5 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4Q 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, W/D, Oven Notes. Wired One Story House and Basement Inspector Signature: Date: October 21, 2020 S.Devlin-Cert Electrical Compliance Form As tpF SOU�,�,O� Town Hall Amax � � Telephor, x(631)765-1802 54375 Main Road Pax(i 1)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF S OUTHOLD CERTIFICATION Data: Building Permit No. 4*-9 Owner: i� �, C(-L (Please per) Plumber: (Please print) I certify that the solder used in the water supply system oontains less than 2110 of 1% lead. (Plumbers i ature) Sworn to before me this day of , 20.a�L Notary Public, County NotaryPublic•State of New;021ork Ito.01 AN4536US54 Qnelifled xi Nassau Counj M Comm.�x fires Se . 18, ��I oF soulyo6 �v/ # TOWN OF SOUTHOLD-BUILDING- DEPT. �o • ,o Nyco , ' 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND ' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY c [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 01-t-VTO yrpoet. pe-te�= DATE INSPECTOR -{q*S �pF SOU,y # TOWN OF SOUTHOLD BUILDING DEPT. ' io 765-1802 INSPECPON [ ] FO DATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Pm& OVA6m r DATEoj 1 prcor0 INSPECTOR SObI�° TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 N INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INS ULATION/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: c4w( r D - cur m�✓v�� �� � � �- . DATE INSPECTOR OF soul # # TOWN OF SOUTHOLD 13 ILDI PT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE C INSPECTOR - l Of S0(/T,�,�6 Vl v - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ `] SULATI�ON/CAULKING [ ] FRAMING/STRAPPING [VI-FINAL ND [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nraw, $vf DATE INSPECTOR Home Energy Rating Certificate Rating Date: 20,9-1 -13N ' Registry ID: Unregistered f � � Projected Report Ekotrope ID: mvoMaApL HERSO IndexHome: 935 Corey Creek Rd Your home's HERS score is a relative performance score, The lower . . . e number, the more energy efficient the Builder: 60home.To learn more,visit *Relative to an average U.S.home Sligo Construction Corp Your Home's Estimated Energy Use: This home meets or exceeds the Use WSW Annual Cost criteria of the following: Heating 61.5 $1,150 2016 New York ECCC Cooling 1.4 $80 2015 international Energy Conservation Code Hot Water 15.5 $286 2012 International Energy Conservation Code Lights/Appliances 22.6 $1,332 2009 International Energy Conservation Code Service Charges $158 2006 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 Total: 101.0 $3,006 Home Feature Summary: Rating Completed by: w—E-0 Home Type: Single family detached Energy Rater.Matt Wahl E50 Model: Custom Home RESNET iD:2572845 Existing Eau Community: nla Nomes ESb Conditioned Floor Area: 2,868 ft2 Rating Companye raceRating Service Inc 17° 35 Tellar Dr,Islip Terrace,,NY 11752 aEo Number of Bedrooms: 4 Rererence 631-383-4198 Home 100 Primary Heating System: Furna •Oil•86.7 FUE 90 90 Primary Cooling System: Air onditioner.El ctric•14.5 SEER Rating Provider:Energy Vanguard Primary Water Heating: ater Heater•Oi -0.79E nergy cto 533 W Howard,Suite E,Decatur,GA 30030 60... 1 678 662 4332 House Tightnes 3 ACH50 This Ham Ventilatio 86.0 CFM•3 WattsQ Duct Leakage to Outsid 20 CFM SPa 0.1/100 5.0 Above Grade bvai : R- ZcroEnergy E° Ceiiin Attic,R-38 Horne 0 Window Type: U-Value:0.32,SHGC:0.29 Matt Wahl,Certified Energy Rater 's r Foundation Walls: R-1 i Digitally signed:11113119 at 9:56 AM ! ! ! [he Energy Rating Disclosure for this home is available fron-)the Approved Rating Provider. This report does not constitute ' ira t .v .. r ".+�. ,yam :. r �e�- r ' ' •-. -_„ ,p,. � .w v I'M _r n a W� TL_ as a '. V' a k a, x. Mar r � !I x „ r ry � x • S .y - r bar'. r. �.,i� ta„ � x , F a. s amg s" x e v ti 6 yrs � M a i , Ir �' :a ,� Illi � r `�..a fid• +•� • '90u� r n w w , '"T� a .(fit a �,.�' � •"R- �. S � ._,fix. �... .. o , .y a - r 4 _ - t , sit AI Im ' - 6 ? Tpft �� .J�VrM+w%• (• 4 £ 4 4W 46 V ot { c 1 ...:,.err. k� 5 v a � i T r� n k s r .. w JA%S/ I Neubauer Electric,LLC ,t 407 B Lexington Ave f West Babylon,NY 11704 electric T631.587.3751 F 631.321.0873 It.'uuauerele(111 a; r,iaii coni Owner: WH Crumb LLC 300 Corey Creek Lane, Southold LOCK BOX CODE: OCN contact: Paul Cell: 516 204 2222 200 Ampere Overhead Mast Service Wiring of 1 zone oil-fired heating system with indirect hot water heater Wiring of 1 zone central air conditioning system GFI Receptacle for washer with separate 20 Amp circuit Receptacle for electric dryer with separate 30 Amp circuit Receptacle for refrigerator Hook-up of dishwasher with separate 15 Amp circuit Wiring of electric range with separate 240 Volt 40 Amp circuit Receptacle for microwave with separate 20 Amp circuit (door chime system Sep switch and wiring of basement recovery fan 40 - Decorator Receptacles 5 - GFI Receptacles 3 - Weather-proof Receptacles 1 - Garage door opener Receptacls 'I - Sprinkler Receptacle 1 - Island Receptacle 28 - Decorator Switches 6 - Decorator 3-way Switches 5 - Under-cabinet puck lights 1 — Remote transformer 20 - Recessed fixtures. 4", LED 2 - Recessed fixtures adj 4". LED 2 - Island fixture locations 1 - Closet fixture (globe type) 5 - Ceiling fan boxes 2 -Vanity fixtures 3 - Exterior fixtures 9 - Porcelain fixtures, LED 1 - Nutone Heat/Vent/Light combination unit 1 - Triple Switch for Nutone unit 1 Nutone Energy Star exhaust fan, 150 CFM (hall bath. 6" venting by others) I - Programmable Timer for energy star fan (hall bath) 3 - Smoke detectors 2 - Smoke/Carbon monoxide combos 5 - 15 Ampere Arc Fault circuits 1 - 2.0 Ampere circuit for Master bathroom 3 - 20 Ampere Arc Fault & General Circuits BUILDING DEPARTMENT- Electrical Inspector g\If FOL X�o 'OWN OF SOUTHOLD "Town Half Annex - 54375 Main Road - Pb Boy' 1179 - .x Southold, Now York 11971-0959 Telephone (631) 765-1802 - FAX (631) 768-91HN 3 0 2020 ��� +�+ '�� ro err southaldtownny.gov V seand(c�southoidtawnny.gov_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required)y Date: /g Company Name: ��i7 ��� �„ Name: - License No.: email: �q u¢,I��Pin e- Address: �f�7 L-e�%n ✓gnu-Q W� t 0/ Phone JOB SITE INFORMATION (All information Required) Name: M Cr O K) LAC- Address: ACAddress: .3 no core- Cross Street: fmn V Q_ oA - Phone No.- 5 -- BIdg.Permit #: 4u L4h email' Tax Map District: 100b Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Na o Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) f Service Siz1 Ph 3 Ph Size' 00 A # Meters Old Meter## _ Nrvice Fire Reconnect - Flood Reconnect - Service Reconnected - Underground =Ove ew Se # Underground Laterals 1 2 H Frame Pale Work done on Service? Y N Additionallnformation: - PAYMENT DUE WITH APPLICATION Request Fol Ill5pection Form.xis oO ' o Z91170 391"Id S331snai 910Hinos Tb9909LTc9 F,Z:bT GZ9Z/90/Z9 ;LO� �[C9 7:I0 070Z/90/Z0 a]A I]O]d3(b13P ski f � I f i I 1 1 � k i 6 r n ola' h� b r 1 8/11/2020 IMG-3081.jpg i :k- ' JF r 'rte M e m !,Wai Mii https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwJXLlccVbmZr[ZtzPkKLSCgmZB?projector=1 i/1 1 1 1: •• .A f s. W •-rrAR`F r 7—f 7OU sa N.v4 Owl D, xa 5 Bj t N i 8/11/20!20 IMG-3083.jpg �: =e � I �n Fu .,. Y https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwJXLlccVbvffrnHDPRWfJGgmXw?projector-1 1/1 6/15/2020 IMG-1506.jpg + m e*a1A4 ., er /y ° » e A � e 4 w x.: k ry ;e 3 /¢ x c r � f F r .. yv y� u r r qy {r +8 https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJ FrcfKsTDWVMFvrZvSPgSF?projector-1 1/1 6/15/2020 image0000041.jpg ,. ek 4 3 „ o r Z S Y� `I t .. IIS. ■l .,, .. https://mai1.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJFrcdrPKXIGXbxtkPlvgKh?projector=1 1/1 6/15/2020 i_aemmy&q - � \�> y - .� �\ d /\ : } � »°< \ ^ \ «M:�� wgmgw.co wm iw/z m'.7ta Qm qb«6o Fk9mH mum qPwRSBFSm HV G«6?projector=I t� 6/15/2020 image0000011.jpg e ��kli '04YMNkuXj���� 11pp i; - , IG•y` 1[�I ��+x', �+•_ 'gib e 8! @ Sl� 1LL aE iS k °`•.' �"�.s inn"k`* ;� 1 wo �'�t '�yar + � � �" � �:� r� � .t r ._. u an. _�.�?k, �.��e.,,��W,1•. F�" ""�� ,.>t�,�:� r..aP,� rcns,";� .f,��: d...�a r https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwHNgJ FrcdXtrcwcfrpVTVtddGh?projector-1 1/1 6/15/2020 IMw G-1507.jpg e NO a ew• r � � ai.. �+ yF x � �,` �p k 01 y W yF + } J 1 : t g a� ..... .'. "` �1 t M z r y, s t t.Y. ✓d' 4 g https-//mail.google.com/mail/u/O/?tab=rm&ogbl#inbox/FMfcgxwHNgJFrcfSsmBtBLsHRgmWjNvV?projector=l 1/1 — xw 3. i 4 • L �/;'.fry:. y c ' t Home Energy Rating Certificate Rating Date: 2020-01-22 �N �Y Projected Report Registry ID: Unregistered p Ekotrope ID: AvjoZX02 HERS'(J • • Annual Savings Home: ' iCorey Lh- Youe hoore p&ffdrfnb,nce scorei.Thea •uthold, NYA 1971 .wer the nurn'be�r,tl4m' ,ore energy efficient,the, $2,400 Builder: : 5 horhe.'T' o learn more,visit *Relative to an average U.S;horne Sligo Coinstruction Corp Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mstul Annual cost criteria of the following: Heating 58.8 $1,118 2016 New York ECCC Cooling 1.1 $67 2015 International Energy Conservation Code Hot Water 10A $192 2009 International Energy Conservation Code Lights/Appliances 21.8 $1,286 2006 International Energy Conservation Code Service Charges $158 Generation (e.g.Solar) 0.0 $0 Total' 92.3 $2,821 HERS'Index Home Feature summary: Rating Completed by: M mtrmW Home Type: Single family detached Energy Rater.Matt Wahl %so Model: Custom Home RESNET ID:7572845 HomeB Community: 2,8 Rating CompanyEnergy Rating Service Inc uo Conditioned Floor Area: 2,846 ftp 35 Tellar Dr,Islip Terrace,NY 11752 Reference no Number of Bedrooms: 3 631-383-4198 Home loo Primary Heating System: Furnace-'Oil•86.7 AFUE90 so Primary Cooling System: Air Condl(ioner•Electric•145 SEER Rating Provider.Building Efficiency Resources _ l Primary Water Heating: Water Heater•Oil•0.79 Energy Factor PD Box 1769 Brevard,NC 28712 . 4 bo� House-rightness: 800-399-9620ightness: 3 ACH50 S° This Mom Ventilation: 86.0 CFM•35.0 Watts ao ,p Dud Leakage to Outside: 20 CFM @ 25Pa(0.7/100 s.f.) p Above Grade Wails: R-20 Zero Energy 20 Ceiling: Attic,R-30 ' Home 0 Window Type: U Value:032,SHGG 0.29 Matt Wahl,Certified Energy Rater err• n Foundation Walls: R-11 Date:1/22/20 at 556 PM k, Ekotrope RATER-Version.-2.2.5231,fl • • • • • • •• • • e • • •• O•^ • • • -New York ECCC 2016 Performance Compliance ElVW'Kc xe Property Organization Inspection Status ' 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community:n/a Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30000REYCREEK-MJW Annual Energy Cost Design New York ECCC 2016 Performance As Designed Heating $1,494 $1,480 Cooling $89 $85 Water Heating $344 $344 a •ori •#� wG,t%' eS"r -,s'f,.)„ Ar i4•'1i'krj�rri:;�``^'�wi;�y'.��n?t:}�S"r�S";,ii.; •�;F�7''1�vti"�3;•t%itJ' r y3 :'i.,i t?�;•' "��' 1°91` St�bT`ota�,. llsed�tt,x�,#ert�i�r�e�. ��?P.l,., <,_�t-`rr,=.,,�^ ,,��,�;,•xis;�,, k�,r�:�.„=�z�.�?�.��.�:�<<$;�,i..,.r .,�,•,.• ,,•:,,�==�n>_ry,',.., ,,. . . ,,, r�$ c Lights&Appliances $1,116 $1,129 Onsite generation $0 $0 To/y tx ,fy °'l:`i.,r't�ih;,:��?' ',>^,.. ='Y{;Z;i `S', Ki"�- - tt'�1yy1''...i: .;=~?r';; „y,p�:fs;•,•€^` ,}i .l�'iu=' :F,T,>. �l, Yi .{",3 Ki 41'• .t: 'f kl, j fr v u,i:wr �i �}���1y ¢ 9 .,. �l`, .,,1 .,.., ,�A., ., a, •.,(�'`GP�^^-. - � .., „:7,e',=. ,a ,....•�^-"," .`:;..'.W'ar.,..T,r,�T�..y::CG.�;y;:`.` `,w'�R�),S!!la7t`-,i-�"r{•,., `}`'`..r - � .,, „ ..� ~Se•P����t! Requirements f tnvYi'_ ,P. ,•.S`s Y�n:,S'?'^F• ':t'i..'�.,>.*,`hl l;Juz;',Y"1''i+:-.+`.'•C:�^..>�;<.` 3) 1( .1.: ct„J �+r.. 'N1,N�4tip k.xr�. 4 �`4.^•`, `,.r`SiV.� 'i ri.t `j•1 'v�. a{'"' �e'Olrltalti1f'�IdSPr�t`A;: `GdiICB' �.b{0 ,.Y�'� R~s'ix; Sr w^', 1•r.,, 'Si "Yf 7d'rt:f., e.^, r:'^., ,ca,.n�•s�`),.•a:�,v r.- r's...��• s :sa -k, .,.y; a 4•r:;as;d•;r<?.a. %;:;: _f .,, ri' ?._;':. 1-`,•s R402.4.1.2 Air leakage Testing Air seaing is 3,00 ACH at 50 Pa it must not exceed 3.00 ACH at 50 Pa. •e,,Y' a.rp7.r`.:I:ij i tfia'i.,til',"a=�1,.`•e�+u-'}.l.•i,..h.T^;.:x.ra.%sn:•,nti"r"T-^yq' _ii < `=;-r.�L.i.f>.,1^,1�.:�,,lif�dn.��^^,+r�„7..s_kY,.�"ti0.>,�+G'K�.`.r;,:'yr;,'.l•'.”r a�,Sy i`3i�r",::.r-1Y4•:g,,`2.•.?t":.`wv'wiA/f.�a'Sr4>.>:,i a.,�,.,1,t,;^,f'»:�l1"�'.a1,•;7i,,';-?,',,�.'r`r•�'•, R402.5 Area-weighted average fenestration U-Factor .;'�ft�„N^y t:it�rr1; %iri',�.lt;,;r;;,•t`• „�4<%<'t,,..ir�)`'S''�.it,1+.i."YfY1,i.,�,I u^'-t,lr; .:. ,i u"y 'T�: �.`.o-^•T.;,s. - ,:)1",.1,j_tj::.,9% ,.27.vr•'- 't; :.ty.Y, .,,t,R^,�Cv'�°i Ti`,:�,: z�i �rrt,s"y'= :�54;".<> .ii re...,,�,. - - r�;,. - ,-.t'";:_ - r,. a•%�,` ✓,+*?rw J:. �.r>': i=' ;'iii-. _ �Jf. r,^ -;ri.� r;4tf4.t'' f`;l l ti eiltCfft ({.11..{,i �� ;.i4�;-�., .5;rs�.�..,• t;:Y:;�tt"++�.�.,Y+"f.3;..tt;;:.+,'•,y-. •ft:;-�:�%�'.,`,`,�� _ :•'�. +Y�`;ft .: v.. :;/../",�.; 'i<lt_t •t , "�4,...r•<J �J,.•.`..;n:...s:i•I'J�l..•_:ctY`3:k.,, �Ae.'rv. .w, , �„J',./.t,:-:_ae...1��5"i_-':1,F /. - :y^r• . ,�.n .7•�•,^,,�?.v,'.i- � :0,...,>.., .1�ii7% R403.6.1 Mechanical Ventilation Efficacy .`3Cr" - tyyr;>:dfi:;^.'ti J:'y rf`;y,;'"Fi"7;. '-z' {,. y�y,E•"-,* <,•.,p1,,ti�; C�.x�y�•;ty;rly.Vii,4...,rn.• i ";t�'� ;2aa rte; ���-, e.r f,t-, Sx5iilxtaltlt}� L'rf�l9tfZtlt�AdS,tirat fftVY,v.rt ,:: .. y} r r.=r4',:+;, n^ `r+q, Mandatory,Cftet�"dtsflh.,'>.'n+ ,`S. j,KRJ' vlsf, n<�4:R.v�rvy� .,u..fi:itil�•.,•y+),•l'^ •1r•f .� `'�)y till,.}ai�t�„' 'j'� -. - �t�` `��t•,=p'. �s: AxJ ..-: .r:h Giro '• +h '�- •"ysn ':�jfi'v;,;'¢""vi>;;��a'-<i.i:._ ,.t•r- at>: �'„:�cj ,;y-.;�J. _ 1-, •1•x.`'^2 �� :,:.>��., '�� . , , .,ri- ei�3`ie�'by lac . P�,mu�f,efnetx,�.�. <, -,..- f; ._-.Y�<�..•._�'�;,, • 1;�. ., , ,. . . , . , , . ,. . :;1+ •.4; R405 2 Duct Insulation Design exceeds requirements for New York ECCC 2016 Performance compliance by 0.9%. As a 3rd party extension of the code Jurisdiction utilizing these reports,i certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4.if rating Is Pr*cIed,1 certify that the building design described herein Is consistent with the building plans,specifications, and other calculations submitted with the permit application. If rating Is Confirmed, I certify that the address referenced above has been InspededRested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or vM be vended as such by another party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 1/22/20 at 5:56 PM Ekotrope RATER-Version 2.2.5.2341 New York ECCC 2016 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope dfsdaims all liability for the Information shown on this report New York ECCC 2016 UA Compliance EN41�6Y Property Organization Inspection Status a n enncz 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community:n/a Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30000REYCREEK-MJW Building UA Elements IECC Reference As Designed Ceilings 40.1 65.8 Above-Grade Walls 78.5 73.8 Windows,Doors and Skylights 78.5 70:0 Slab Floor: 34.1 34.1 Framed Floors 0.0 0.0 Foundation Walls 85.2 81.9 Rim Joists 15.5 13.6 Overall UA(Design must be equal or lower): 331.9 339.2 Requirements =, ti:i, . �', e.UAisi339'S lhFfitisuezcetids" ;�=.te►0 S, z_:�y: r fa1.CJAaIt "tine`C_om:I 'c ;fa�iSfi''{�1°los.> Til; it!e'i[1�tit1411riio2;8TU/,f1F .'t •r at. 'f.�:.. . ,Yj'",F .l` "' }�� p� ,�-.',SST 7,t.t.,r.�. - .:4.t f7:.•..t sR 1,� 402.3.2 Glazed A SHGC; S Y 0.29 Max SH0.40 Fenestration SHGC Average �y�,iYnr,`ycc•.r�2��'F''�tl�t�'•V,�;� - ;2K.s� - - _ 2..rir:':`�s _v, <e;� 'z;t.� �' 7 t;, ,R41Y2 4 �s,w i lAtff e,7'p"Cilli y :At�sealtn .is 3.00 PiCki.at 50.Pa lf'iritisl of$ 3:OOAC a'3p s v"? _=¢v tl`A.,.,. ,ts :�.::,4'y,v;.•;s:>,yr �tv::Yi;,U'y<i .,-....,'i, �'i•;,1.}.2 = r..n��-..�i'�.:t`.•_.v,�i.. ti sk;l..v,, r < .• i.:.. �',cz`y-,i•, •t.•: sr „1.".e,%x;:n�.: . R402.5 Area-weighted average fenestration SHGC' o i' -;v:�:uGP�tr-.;•.Y .�:..j,3 fi,y-: 1:h r4`;;.;:�;i.-"-'�.; °a-�:F.. „�..�r ^� ..`,", � k s; r,,; s" �'t •.., - 4'r, ,: ,;% �7.. ...5" - �,` .t'.A � � 1,,,• ice,a Eine�• e4` �1 U- Cf.--: •.= 3"; t:s t ct';_s. tt ;`;j;<A^t •., ,,r;: � ���,.+�,R7.l.r, :� Q{`:-,�„�r '`tl��„i.�. =✓..,. .,,. = .r.�. ,-�"`��'' I�' .,<`'<�'r - 11404.1 Lighting Equipment Efficiency .& ,, g�ecftanta11�en�latio' EfG., :s. c':; Mandatory Checklist Mandatory code requirements that are not ha cherlted by Ekotrope must be met es n ;q,;.. `�: 'a r=;" _ �' - -+, :;: •s�i,:;'�'.+- =f' ti g< - 'r r- `�[`•. - ,i"F,!. '':�,:' - :Y' .Sr - ,,.;.re a.` ', .. r _ •.F -* .. , -< f . . ., -• - 403.5.3 Hot water pipe insulation Design fails to meet the requirement for New York ECCC 2016 Prescriptive compliance by 2.2%. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 1/22!20 at 5:56 PM Ekotrope RATER-Version 2.2.5.2341 New York ECCC 2016 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,Including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report. Air Leakage Report Property Organization Inspection Status av an � 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community.n/a Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30000REYCREEK-MJW General Information Conditioned Floor Area[sq.ft.] 2,846 Infiltration Volume[cu.ft.] 25,568 Number of Bedrooms 3 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in](Calculated) 70.31 ELA per 100 s.f.Shell Area(Calculated) 1.120 CFM50(Calculated) 1,278 CFM50/s.f.Shell Area(Calculated) 0.204 Duct Leakage System 1 Leakage to Outdoors 20 CFM @ 25Pa(0.71100 s.f.) Total Leakage Test Type Post-Construction c Total Leakage[CFM @ 25 Pa] 20.0 Total leakage[CFM25/100 s.f.] 0.7 Total Leakage[CFM25/CFA] 0.007 Mechanical Ventilation Rate[CFM] 86.0 Hours per day 24.0 Fan Watts 35.0 Recovery Efficiency% 59.0 Runs at least once every 3 hrs? true Average Rate[CFM] 86.0 2010 ASHRAE 62.2 Req.Cont.Ventilation 58.5 2013 ASHRAE 62.2 Req.Cont.Ventilation 79.3 Ekotrope RATER-Version 2.2.5.2341 AEI results are based on data entered by Ekotrope users.Ekotrope disdains all bbflNy for the Irdornstion shown on this report. Building Summary EN Y Property Orgartbation Inspection Status �BNltf 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold.W 11971 6313M4198 Model:Custom Home Matt Wahl Community:ni Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-WOCOREYCREBC-MUW , .;n. � � -�q;.„�;K `�. �ia �r`�:� ��"'�`,.,+�*a:.„• c n=;vim���.�j�,^� � �?.4�,�Y���;'&`*,f;'y'.�f!u�';i.�t�rdi''a��"�`�;t; ^�• "7� 'tor'';"-,e`;,:.0�:�"� ,a�.”^,tori;`i';l t'..s _ ,.� ,•s ,,, , t, `'5,a ��fS3:`%�` x:.,.`:r •r.` t,-? +i' ',`ria ,,v'� ':�.::iJ:r,;." :�'sy,P.lea,;' '`, /N�u,}m,}berr Of Ror�orrs.,�y.}ap ��Ma±71u!�}yrtte�ri''775ia!?�i���* '' Uxi+,����f�^i5<�.c;'i�':�r�-,"?j`�F•^„�„sz',:.x:'�.S•�r�';.�:.'''L•f'°•' 4't;�,ar:•::yx x! y,I �ti Un�copndjtianed, attached garage? y�,,!4v ,fft3r>r�q lj,��'��'*�+rfi�'t�,•��;n r„Tr-.Y.,.���J��v�iSi:,�' .,� .. . Tofal Unrts In"wag rFf f++ Itjf�B Fjoar Number W ! - +. ";S 't•.. r N,�yy���'n11iT°: \t`{� rr` ilk y:?,r<t�:f C������a(QRC� ` '0 a,n� ,.s^As,.:' ,. �.3'c:'.,.,�� r"v,. _+a {.a '�'i,•,,.;Ya:.�f':•+"�, +x .,.�2�5�:•r',{�3,.^, Cotrlmun fy nla �:l;nla'teZdtie;;:;'". ,"y•':��I' `S`,`'Y u_1'w`"-„?ifC'ay��iii4,:,” •;t,'•��Y`�tir,,'>i°'s'�ia.y•✓ - x. ,... I M` l; "• � Name Ubrary Type NeIght Above Grade Depth Below Grade Perimeter Location dosing basement['ra', 182 r I"�" ?`, `Btposei:l 7iterlor, Conditioned Space ;•J�1 k' I M,— , "M 00 Name feet From Wall ibtr To Few From WaU Top 7o Is Fuily InsulatPEENity R value Effective Insulation R• Corrttnuata insulation Continuous tr>su on value Top Bottom rR11.i Draped Baft ,;' ;j ,, �Jl N!A",t ;"i .,YesF wA. N/A 11.00 C �,• ba ; Name Ubrary type Perimeter Floor Grade Carpet Rt�cposedSurface Area Location Enclosing Masonry Ar 182: `Below Q, ea Unnamed Stab,''ifi& SYib O , Exposed .xtenor __ Space IN Vin.,.5A f?�,r -< •or,. ori. �; �++�'�'' MES", M `TPi ��' �a , �'c`: e?•r;;' x ' ..e` e ALE!1 irk Name Wall Construction Stab Comppletel�yy underslab Perimeter Perimeter Thermal Break Effective R�ralue Type Insu7ated4 Insutation width Uq Insulation Depth 1111 Insulatlon R value Uninsulatedslabi Wood tri!"Ober- No' 0• 0 0 No 0.00 • 1 I Building Summary EN��J rY Property organization inspection Status nQ 300 Corey Creek Ln Energy Rating Service Inc Results are projected r Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community'nla Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30OCOREYCREEK-M3W Nolte Present °•' .. c .3 K .�r„ '§USY '. None Present OtEll" ,M"'-ffll Name Library type Surface Area Location I-amb 4;; ii�t +; ' �' R'20.0 128-0It i ;`>, �t` `,�- ,� �• ��.,r->Y'+F �:?`G.r2%>:`i�`' `•i:,,; •')•Y`�`i�''t '':': td`.•..'.�'ia='•f`'`i,> 1-gar{.t-„"',=�y...,:<,r;i-"_,1 '•4 :.Ry'x� 25.0 f1'i '' a'; u=tlriboitdiftWi!k Ctied,gatage base-1 ;;�:�'�� ;`�• ?fi,', ' o:a 182oft'fi.,:,�'s`;`ai', .�:, `_, l6tpostFiethit' "� vy'�J `��r '••'a`•�"�,ria ! i �_ , r:. Name EtfecWe Insulation R-value R15.01-, -`i',. ,." ,15.00 R20.0 Name Llbrary type Surface Color Surface Area Location I;. 7219,EG2,616,+5 Pko Medium 94¢_0'tf= Exposed Exterior 10;.' '`,•Y R15,FG2;416Q1co Medium", 'iA,, ¢30'112; Exposed Exterior 11�. it45FG2,416+b'eko Medium •293.Oftl� Exposed Exterior 121 > 'R75,t C2,d-16'+5 eko Medium - 189.0 Rq' Exposed Exterior 21. R15,FG2,4-U+5 eko Medium 18 O it=s Exposed Exterior 3j R15,�G2,4-16+5 ekn Medium ,.' '117.0 112, Exposed Exterior Building Summary ENO Ill, Property Organization Inspection on Status CJc°7I�118 300 Corey Creek Ln Energy Ratko Service Inc Results are projected Southold.NY 11971 631-383-4198 Model.Custom Home Matt Wahl Community'Na Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30000REYCREEK-MM Name Library Type Surface Color Surface Area Location 4i' R18,6G2,d $%t5:et<o Mediu 'r~'::;:'-,,,•.w,y,,.,,.' ,i' `, ''i2S�R?; rn Exposed Exterior 5i, ,RiS,F ',d6+5 tsko Exposed Medium „t�'%""'":. �, ; , 2„_. ,�' t.'i' ,�, .'4!1d.0tt?s Exterior 1. - - =•5 s,{: :, R15.FG2,416+5,eklF M�hrm`v'byte= ,�,1' ;'' °', _ ',, ;� r 144.Oiftsl Exposed Fxtettar 7. s ;,!#iSFG2;4-16,+5eko Exposed Exterior s ;�' •.s'�Q',,'•'.;",F' !s;' ,- rxy<, "(�`tyi,'`iT''; .,ria 1 :48Q:0$., Unconditioned,attached garage Mediumc J r ;.'._ ..r. n;:. ;45_j72tr Unconditioned,attached garage Name Effective R-value R15,FG2,4-16+5eho ;~ M�'�'-7" � �•.;��� lig•' •rtes '2k��' 7:j��:,�y", R15,FG2,4-16 R19,FG2,6.16,+5 elm: n ,4• `re w Name Library Type Wall Assignment Foundation Walt Overhang Depth Overhang Ft To Overhan Ft To Orientation Surface Area Assignment Tap Bottom Unnamedi Glazing 4.8 East 16.6112 ,c ?fit;- „�;;.•.� .).•.' Unnamed G" ' .11.0. 4, ,s , r. 0~fit;�'N°, y ;v'',,•, 0' 4.8 East 16.6 it. Unnamed Glazing 6' 0'` - "';;:;`, ”°`0 4.8 West 28 5 tt?2 SHG_G;0.29 ,,;.e,,,;.'y•'i:,_ Unnamed Glazil U-0.32; T II i 0' -0` 2 West 4 O ' I ;x=' ti; ;a:,5�'• Unnamed Glazing U0.32 11•'.' ?,x;h- y' '§HGC-0:29 #: ,Y ;,_•, '0' 7 West 42 0 IF Unnamed Glazing U.0.32, 3 West 16 5 its Fr:: ,cs• lJ 0-32• 12. 0 0 5 8 East 46.0 ft' Unnamed Glazing; SHGG;029' Unnamed Glazing! "U:0.92s t einem 0 „0 5.8 West 12-0 fta sHcc:o.2 ' � 3 Building Summary IN WY Property Organ ation Inspection Status 87YIt8 300 Corey Creek Ln Energy Raft Service Inc Results are projected Southold,W 11971 631-383-4198 Model:Custom Rome Matt Wahl Community:nla Builder 300 Corey Creels Ln,Southold Sligo Construction Colp 8862-1-30000REYCREEK-MJ W _ (� � '•' .f'� 3`'"'C�' �,., �,� '``fir".. �„x m.yw r t_ �* ?kx.Yr;;y, .n.-4 `$' ,r�... ..,7,�i', .. Name ShgC triictor �� -- tJ:U.32,SHGC.0.29",;,'k `4 i 0 320 ,� :�rv� P3 a, a t'Y'q"'':�.; -,-ry, ., p, �,y F .•�y,` s. '`t.._� � „._ #�,�.�s.;e. :.+a' �"; s;�* ,r "�- ,.k a-;� __ ,;��'�:.,r• �i �,r, �;'.. x�.�,;"-„?+:-+ae;,� .5-..^ f f ,��`x ,�'�3 .y �aY � ,� �`*� �%`" ,"� .h,,�`�""1`"£��`_ �4{1I{1� [( '��{��+�%��^.r+ •'k' -�, ,=u� s'"`-'ar,. ��*., �"4��,a��a„} ^� t�i�` �ip�`�`'°��:' �'�-`.y"e. '�{ r."�^src:�M.M.�Y'*"s' �°�°3�` Vis.? _�r.':�dg��w�*�' �"•.,�'r,�+�'"p:,:� 111�1�1i�R`iY��.,'�*�����' �t�: '�'. �4+" •S. � �°' .�+`,Y�`�`i"a k'tk."...'�. '»�v �.ry� �ir-hM�"�*1' ,t e�Y> ,g';rtia - '�- �,:4 nub �,y`% z,x`;ri " rr ro.` r�,� -_ `?1.'' _ rL'�+wr d4?tJ i skx� n7"�?;'4?,.. �;.�;'"^ri� •�j ;'C•^�+•r None Present `a.. °'ulnrl :S«, "" r'4„"+p H:.w,<„ «•1q;S„s. � - 3, a w A"�"^° ,',.x`�'"°" - - \ �t - w .�a .�,x�.rra" ,. %`.Y t `.,fir-� ':::: ,,,•"�"Y.'.,.:bP.::+'*'.,.,. �} MS Y' .�`' ',§.f £ a3"'>',i. �� S a x �`z';-�'*'°, ,,�.a ' '” "3'_ n'i "' S;r' ''- ;a.' `�». ;� ;,s ' �,'"'�';:ru„.fir :•w .,� ' ri-'•. y,. d;.,'�'; of �, �',+` i"��1^`a. 4.,,., x tri+ "�.: °,'' d' ', z .:s,'k� a ;.�r`�� �`�`,"r#F^ W .��5;s� %„,�' .;; �� it r�:s§ '�'y s�h�x }2•<x Name � k. �. t.,-�.,9'y a> a a ". c,t ,;' `� ..3e�x sx;° r.3'� •�;,,� c. Library Type UyaUAsstpnmerrt Foundation Waq Fantttance Sotar surtaee Color Surface Aaa Lecatton Assigrtrn®M Absorptanee Exposed kart< 7Ad;&gitkf 12 0.9 •Se"` =�;,;F 75 Medium 21,0 triExterior to gam, !p►S 4 ' ,;, ^.11.,1;;° ::-u;; j7.. ,ItS l7 9' "„�l+.z 0 9'� t°;"0''75' Medium 21.0 ft° Exposed Exterior 4`a.q `' � �,,w... o• �` � ���� .a, � •�'Lr+e��s° �;"".` z�r s:�a;�. ;`'v,� 53-. �� ����-� ,eT,. „3eus"`�.i� „� �' ;�^C_.*�'-� ��;,v Name Effective U-laafor � r `� 2-1/4 Wd solid curet R5 steel insul` ' 4 r Building Summary Property Organization Inspection Status- Eto ve�� 300 Corey Creek Ln Energy Rating Service Inc Results are projected SOUOrotd;NY 11971 631-383-4198 Model.Custom Home Matt Wahl Gbmmuntly:nla Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30000REYCREEK-MJW , ( s r Name XTylp,Attic F.xtertffi fj CWy or Concrete 7R1F�e f Surface Color Surface Area Location Unnamed Rood'. ,.. ..r_ i^," t30.FG2 ¢16V4ka 200- �a, N Medium ,',20,O.Q1�? Vaulted Roof Unnamed l200 :R�O,FG2Y 101bYEk0 206;':;,,;' ,;lVd` Medium <-•:'_ ;`206. R° Vaulted Roof Unnamed R�j,c,. ,`?C ri 161i efitY 320,r r;,-Ti 4,. ;t.:y, :y :` 70: Medium:f._';,`," ^:32 C�!° Vaulted Roof 7: ��S.:w)w - ?•..:FF �"'.e..;o."'F,_q ye.� .Si.o, ;:f"::it: �.7<=�` _ Unnamed Roof .�;;I13o FZZ16 4fieka Attic Unnamed Roott<` `, it;` ,1230,1 G2;30-16 eko 40;"-' ',tea INedwm= $60#! Attic in,'c; •'R!� nk;z 'i..?�Y.,' _ .tea'. .t�; _ Unnamed Rool, a''r`ANiGV R1 10: `:-�, ,u;;: ;►q; Medium= :, i;,=• ;f;8,O,Yt° Attic Unnamed RoO >,,',IDiCS:0=1¢ek4: 840':'4;"?.twnr . '+;;>z"x', zi%~;,'ts> irl` °7Q1).01i? Attic o' Medium°; 1 :5.,;:`,fix.r�,-.;'5;.; '4'ty✓ �iti`ti��',iL:'w''v"_?t,s.�,'£• i!;�i `"t ,rS�k F^fa" ,n.. •�er,7�`, •"V: _!„ +fur%i=.i°^t.K � J k 4 g Mame Has Radiant Barrier Etfeotive Raralue Attic Match RIOT" `.,�.`�'��r,`,; ;k °: �:" '; 11.313 22.694 R30,FG2,10-16v eko %t::"' •+ q, ` ;;NO. 24.696 nInfiltration Measurernent Type Shelter Class 3ACHat5OPa!t HlowendoortesDed 3 AM— EN Ventilation type Ventilation Rate Ur i Operational hours per day Fan Watts Runs once every three Energy Recovery Percent Minute] hours Exhaust Only 86-�- 24' ,35 Yes'' 69 ,�' � 5 Building Summary ENMYProperty Organization Inspection Status 9 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model;Custom Home Matt Wahl Community.n/a Builder 300 Corey Creek LA Southold Sup Construction tion Corp R862-1-30000REYCREEK-M M ,��am?��,, .,�' -f'�'tt,..='S^��'`'��"+3?i;r"..:".4'-ce.,��„=_•"'c�q,,y �a,�r�z,,; °,5�".,�< -';v,'"�,.`"a'�».,'` ' "4 � V-"+",a`,}y:."' �s � i r ,c _ `4n -R"� "Tv{� S;�„��: „x't' �, � �'tir 6x" ;�'1��"„�r,;,^r�y`�" 7•� et«�.3^^ �,�:s'�^4,�;,•• � aii'�3�,�e..; t�N=tt�e" ',+ar�" �-r`sJ"'�"• ,w �,,a° v , "_ a "4Y� ?, v, $��;'_6 ;�, .:n � 3 r t <�u�' `°,� -�'g'�e ,h^a� +�, 3. ,m ..E �v'n .+�;+� t_ �'�, °y � `�,.�s'`+•:,.,'�'.�+4z:,F ',a 7„�?�'3,'�rx*rr"":,w,�''*"`t�,,w'�:, '�,,_ �`ti. %Interior Fluorescent %Interior LID Lighting %E)Mrtor Fluorescent %Exterior LED Lighting %Garage Fluu restghtingLighting t Garage%Gge LED Lighting Lightij - f lfr o 7777777 s, H :`,5':z ,:E c,"1 .✓,�` x: "::C,si'� w »#.` +'s,�i d ,"^? '•' ” a' ,„"ate.. yy�� ,wB i '.'� oz,& f, r �,L ,ala :v '3•"'+F" '•ra,s_, t..c;,. �,•1t ��,'*W_,"" f �,• r""77-7n,#" „ •. - ,:.�- .� -r"n >;�Q. - �- s x� •.c � �� ��� '4 � ^ r'r ��'�,•r,�;� � ,..a n •$_', .�tt t. � �,�'-�.,�„ys,, � ,;;.,,.rr•. 'r' ;X;u r °•, r;, p ^-,tg�, t _�,,u, ' *sR my G.- , '.a�',i' _ a; �a ,. '°g= �,;.� n-k',;"3r .t'r =,fit'YRo ',�n� `':,.„1"�"�,>•.. None Present m '';'.'r'6'�`"%t.+4�r� ••:r+�,;"` ,,aH^e• .a.,a' ^ q,.T, fig.. _ ,.�, M.,a, - . Q :r atx 'i .,� 5,, <` w"�,Y" .. 6' `un" Y,.` �rq �v `r§;; :iiti �y.�y��13A �-'��-;; s'�"�„�+t.�, �.,ii[4g_„2•,�,�ya,�.. ;• v.?I'b - '°r s%,';�' 1,t; � •�•,, ;�a ,i3.'Y S` ,��:f ,fe. ;.oto• `�' t7 2_1 `t,t'�` None Present •;?4•. ,Y�a., A.�^ s�'�'�s�, ,r, �rc,F.�''2�-„i'-;.< ” '�;��S, tx-�,�'�,_F�.�*�t',-�ti:,,� 't-,;.'-',A' ••'eta;^ -%'rl• ,�.,`.. < y� ��?' ^%�i' 'in;;..4K,#..vaw,. .�'".,� •E.•x'•rr"sw t•-`: .�, .ar+r�c.v ea"5'""", ,.'1;z--;:':�u` ^ri.4 r"� �• ?�B� "�`.�,i'' r,c? "4� k,.r„i +=9 "`�V�4y��T�° �y i�/R ,""`u "�`.° ar°-Y, � ��a� i, ,w, a"t �17'�.� ,.r"+' .€t.,5:, -a'n�".:°, 'W,,. +,wM� i^ "5^4. '}rw^e• •`% �+a' �y" }� !,K+t,,,.• ,!"",q-��+, G1v� ..� '�, `".�` ;tea �5' ;� a`�� a'� ';�:sfi �,a "� ,"x 1'� .a��.a'F, �=�� x. fid.'. �,.�ar� 'moi:-�i� �-'§ `�w"`���^�`` �f,Z'r ri, :,a�,�;t;'�', ""'``itis ,�s-��'S• ate. Ar�d� ti�'� +4� `_� +r`'., �.<?' ;�I''#'�^,�. Y�'-�' e''` az �• •'�=n` v� �'��� `�"` ..m'G+.�''�,°'�,•�,"q� None Present g gy,•'6e.,a;�;,•,s;= 3t, ti it 110, rz:,'r. s , _y,_ n ,,';,., aux. 'k-• <4' •1 ,xx x'+"- �ii5t=- a4.r'. $, ',.r11P. '�'„ +•,-w, ie, -'"�.', ;"~vt`�3-. � 11ar yy� /� ♦ 'fi iy' 'i. ';yA y ,�,•��-,"':,s a. s4'�,� � � 'A:* .°k �5:,�'ji1 r� 4..,�.^� `k''�.z4Tvu�'„ M�a�.,F. 7'`.`-'. , r^ 'e'+}�.`raF:4 4'h�',`✓,,, 'R, ••,jrc S• "di ,�*,_�` ,-�- •i«, 'rv�,"w'='s-4'k" � ' +sem `;�� u�, 5 s d+`'.,<�,:5 s° �af"°�t�.'`,." �'`��"`^-�i<-:. �3 rx�a �.k, ,y ,."''�`R r,4�.t'�s� a�:�,.`h�,r"�I�.'"e% None PteSern < .'tY °'-,;d,•,•'v ns 'l.`� "s'; �11, 'r Al ^Pi,4' + '=x.'.R ,7,f>" "-rte-�•.,.. P 1 r,,w>t`"_'�.�,-4� �.�ni,L tnrwn, +t's+t "•e.;,��F,> h �.j}K;^`-� �� �y;'='isr. . q•,.'Y ,�-,.,rgy• :;.�. °:`;<.4: -r„' ,'-§ '` -ii-=.�rusr�. aar"r. i�• .Kna�- aYl,� „"a :r^,�.°"�xY,. =�. ,x_,s� r ,,•,34.�:'' :a" Name Library Type Heating Percent Load Cooling Percent Load Not Water Percent Load Location Air conMow(2)!" <'ACC„29K14.5S£E120 0°,b� 900% 01Y.,� Unspecified Fuel-fwd alrr• -OD kiyG_aN 92i�8656 100% ;' o% 0%,', Unspedfled distribution(1)” :,} Water Heating(3) Oil tT 50ga1 SbB% 0% o%' 100%; Unspecified ' - 6 Building Summary ENYProperty --• Organization Inspection Stas r 300 Corey Creek rs Energy Rating Service Inc Results are projected Southold.NY 11971 631.3834198 Model-Custom Home Matt Wahl Community nla Builder 300 Corey Creek Ln,Southold Sligo Const mcilon Corp R862-1-30000REYCREEK-MJ W aW R, low :il✓Ueffx}191n <t`iL f' „ Q .Y.dii Dtisihtb+�ution Type yF�o�.r�c}ed Air a:�..�'`fs Coding Efficiency' ^ 14.5 SEER .� >.,".4 Tt�,��L;�-w,:.1 �i i.a�.-x4 t,�'�,1, ��c ��tt`-'•�'c,Y' .ir:+" �*,.r+::�t.�r.' Disbibution Type FolcedAir __ '- g7lYl��i��-.�'y��fiysy„'�ZY2�4-.'1;5�-.. '.7•� .k iioLY'%�xi'.ac�.°..•1..��V�'��;M.�!.�N•�>���.'^��h:k 3`:'�x':4`-. r ... ” _ • Heating Efficie�npc�y�y 86.7AFUE 06W+.. .t�,''B Y<�!wtF�{t�fi ;''�ya"+'.`}� ;-4'.a,`;:�'��`::.' M �;.1`-0}:�;> S'ai?, ;%; -�j;kr'w '� "•S' . Use default EAE No` N- M, "d:%i:.io'v� 'n..�,'-�- 7, �t:%� �'".'�^fir �:..,;X� :-a`- �1'" ._, �s`•, _ n ,rz„ t�@fi �.,,.. ✓-,-Y� �Swkj� ti;s „$rel�)y,r,-�4fi-,'•^-"^ -""�J� `4}F';.`.y?'.it��r�G`,*d'{.i;Fn�"+�`'�;�y •Tww-y ,� •,rte - n �tti.K 'n=.t,'^S=",��aiit t.3w.;S�m`t: l"TJ:';zr'teiY 1.-!a✓ans: Y' f �°din 1 e,uF-.ri5; -i,. •1�`3 < Distribution Type Hydropic Deliveryatei �'7rrrnx!':`. TanicCapacity(gal) 50 {T�f;- i . Recovery Efficiency y 086' 7 � v Building Summary EN aTY Property organization Inspection Status 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold,NY 11971 631383-4198 Model:Custom Home Matt Wahl Community nla Builder 300 Corey Creek Ln,Southold Sligo Construction Corp R862-1-30000REYCREEK-Kw Di m iit3or TOO, FelCed�lir. Healing Equipment;l j Fuel-fired air distribution(1)Goali4'd,77.uiAmep Sq.Feet Served 2846 Supply Dud R Value 4' " Supplly{(D{��u���c.(tt,�jArrea{ftp 76�18�.42 " 0Retllin{ , j'`;' {t ti`>1f: J {1Y,`Yr.I:N.. YL Leakage to Outdoors ;'S= 9 20 CFM @>25Pa(0 71100 s_f) :rTofalafcage'.:> Total Leakage Duct Test Conditions Post-Construction •'.Yf35=`':;, I•, ;<. :,'• gg1;,::;•._ Duct 1 I)Ct,i:VWY�.,,;t`�•-, _'��+� ;'�•1 t-rt•c .`r`'f,}r.,.,..`� ..r f, - c •-;:` ;n„s:', :.r":';r.• Conif#fieds papqve Percent Supply Area 100 �PetaDuct 2 er��}I��t {•3?Ae�==��;>;;;�;`-z��*���Y�°*.,;..�:��•�rx�KQD,��.��_ Rv,�����`r.:,;:;�.;._•,-:.: -•:ter,,,„- ,�,- N.<";: ;-; :t: ` 'CoricG6otiedSpace.' :,- Percent Supply Area 0 Duct 3 l��ic�;lr�ii'�idR>?�}��'�,;:<r�'�', ���;��`�n:`�s{`?���:,r,���'.Cotlditioti�,�Race�, . , =-,�,�sr•:•.�•,� :-�,Y:� Percent Supply Area 0 }}Duct !/Zlt.t*fiicaflo>t,`i t.\1i�'/a''''f'.", <- vi�"ci t?.i'•,r n' ���i`ir:r•.Y:`w q n _S. teQd; Percent SuppllyAma .i 0 Dud 5 ".t?uCi%L`o,Cal�nl,,X,�.::f,,.vi'.•'�li':,. °r,�':u`:>%: .. t�>,.;'} :y4C'.oYldEtlOneti,Space' Percent Supply Area 0 ” STP,eic�nfi;'t2� A�ar;-_.y„p;�xr,��=i�;v�:'����;,`' ,.,:;:' Dai. , .,,<-,,.._�, ;; G, _, �, ,<, `,"!�:`�":'•.. Duct 6 :Gonditioned;Space,; „ r•: .__ Percent Supply Area 0 pitw .TM a,` `: +` • R M� ;_ 4!,r Crm Per Waft 100 •R"d.§ «K's�}'t��y�'" �.�,�rY�' �i�r ' " • •;i£•< � !�r ���ir§S�'S�,L'�t�'{,�D�dc'eh 'p�.S"k` WateiodSreaType%` Stan_dard_'_ ' Use Default Hat Water Pipe Length No Hdt'WaterPipeCeiigtfi;�fi]' - '60 At Least R3 Pipe Insulation? Yes Hot Water.Recir(4afion;System?• . 'NO Recirculation System Pipe Loop Length[ft] 20 'Drain,WateHe61 Recovery? No ; Building Summary ENY Property Organ=uon lnspw#on Status r 300 Corey Creek Ln Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community'n/a Builder 300 Coney Creek Ln,Southold Sligo Constructlon Corp 8862-1-30000REYCREEK-MJW ,;G, I J,w,,.;,", .,, r'•i: ,. ..ti 1.-Ycc.ul�;t c_ -�d`;,,�`''t<::�n'.c"air/c;Y.��s>•- 2tw '.';F�";`r�.",�`,,�>*�i,=''.�`:�. Cef 2.617 �'Field'UtTllzaflen. ;r , .'-`+,r. .t}�; � a�a.i�`}':?'*`,`,��b�Sttlrf�aSt3tIS�t1 Sir=,r, 2z� �',t�k`:��'";�'Q��-4:•'la'r.'.t'„`�•i+,��`�:.,,,1�,�. . , ,. ..- ., , �..r LSA'yur'�"„n.'"r`.o-.azo,<'•G;�`3t<f�..hra.. - � f, C. � M '}/ k�✓Y C (��y���'((2 � ��`r�t .��S'• ,vn-�y., .�I�yl_ r� 5i'"•r+• ..l�R�'4%u l a,� .Yj�.j¢,t �„r,'.=.r.. �)1 „Y�:��• t 1.1�., �=��i,rtl..,i�L.��Y"+'�";��1.�i��Glal Ci.,.^,+.,moi- �.. �i',�:rF�”YwYi'.F�Ci��ka':F��i.'nn"t.':1�1:.Ew /Elac:trtc^R�a,3,e @$tU,.r�1,1�1}kIM1 .�1.. iYV nual M70� {'':ri i�;� ,st rs ij��.e*'4vs?`u+.:. tU'YL.itll .�S yiC•�r,'�mtC;-t`�•E,lvy:ri%':yi'i„'��"s'x,,Y 'y"`s 1.t'.',�,frK •'(: Gas Rate �OSt-e.. .� �"Y�}� y,-..,-. ( t.L:t.. S2'-fi��J,.`cF�2!}Z�'(.-.i�`.t�.':-iti'a''--X:�t x.•x.,`3:.' $1.22fihenn a :r'E '':':f,`?i; ,4;.x;4 rr'`,„-•',. • 4;���;%I„ ^;:,'}rq+',;iY`�;;9i't�k �.e;,r ,,.�..�,.;h('''�yv>=at'.Y>~`�r>-i ��T.—':lis •1i �`1 ,. .., _ ,t�,�,� ,:.1'� ',;1.:4�e��:. ^.(n`a!:"izZ`i,:'r{w,i''e��3'�'".cu i.h�,�i�.r�,d,..� i4�iY`.'.'ll�..' In 2.15474 ( SIM111 r1nductfion +tom8Y(11 , a ;,asher S¢eStandard''y{�{h!�3,e/Oven Fuel Electric ���..l'.�3�fion Rartge?e7atbr Cortsiirn n w� v_;;• `r;:'.-:ty,f• `h@., Ji i`,+, �,t ii;.*r "t"t1• 1 '(' MJW 01!7312020 ` PI �00 COREY CR=L HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX, 2015!ECC -OIL,ELECTRIC -8:12 PITCH x1202= -3 BEDROOMS -1 STORY -FRONT FACES FAST -ATTACHED GARAGE -BASEMENT HOUSES BOILER,HOT WATER STORAGE,1 AIR HANDLER,1 AC COIL,1 WATER COIL -RETURN GRILLS 1 4NDOORAIR QUALITY.FAN 86 CFM X24HRS -SOLAR PV N/A 9 RESNET HOME ENERGY EN r ��' tn9 �e�vvue RATING Standard Disclosure A For home(s) located at: 300 Corey Creek Ln, Southold, NY Check the applicable disclosure(s) in accordance with the instructions on the reverse of this page: 1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: A. Mechanical system design B. Moisture control or indoor air quality consulting R- 11C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales,or construction personnel _JE. Other(specify) 3.The Rater or the Rater's employer is: A. The seller of this home or their agent B. The mortgagor.for some portion,of the financed payments on this,home C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home 4.The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems RaterEmployer Rater Employer Thermal insulation systems Water Employer #tater Employer Air sealing of envelope or duct systems Rater mployer Mpater mployer Energy efficient appliances eater mployertater Employer Construction(builder,developer,construction contractor,etc) Rater Employer .Rater employer Other(specify): IF2ater Employer Rater Employer 13 J- t5. This home has been verified under the provisions of Chapter 6, Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). Rater Certification#: 2572845 Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 1/22/20 at 5:56 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider 1 abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained inChapter One 4.C.8. of the standard and are posted at httpa/resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf The Home Energy Rating Standard Disclosure for this home Is available from the rating provider. RESNET Form 03001-2 -Amended April 24, 2007 Y S - ACCA Manual DJS HVAC Load Calculations for 300 Corey Creek Rd, Southold 1 ENERGY Xatli Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace,NY 11752 631.383.4198 Wednesday,January 22,2020 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service - ACCA Manual DJS ]slipTerrace NY 11752 Pa e 2 Pr j ct-Re ort General Proiect Information Project Title: ACCA Manual DJS Project Date: 01/22/2020 Client Address: 300 Corey Creek Rd, Southold Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631.383.4198 Desicin Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel-Hum Rel.Hum Dry Rulh Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.351 Square ft.of Room Area: 2,846 Square ft. Per Ton: 1,618 Volume (ft'): 25,568 FBuilding Loads Total Heating Required Including Ventilation Air: 23,815 Btuh 23.815 MBH Total Sensible Gain: 18,046 Btuh 86 % Total Latent Gain: 3,057 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,103 Btuh 1.76 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\300 Corey Creek Ln_01222020.rh9 Wednesday, January 22, 2020, 6:00 PM [Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Rating Service ACCA Manual DJS 1*11pTerrace.NY 11752 Page 3 I.Miscellaheous Report System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data My Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizinq Inputs , Main Trunk Runout Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr _ 64 CFM_ _ 34 _CFM Infiltration Actual: 0.117 AC/hr 0.000 AC/hr Above Grade Volume: X 25-568 Cu.ft. X 25,568 Cu.ft. 2,991 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 50 CFM 0 CFM Total Building Ventilation: 75 CFM 75 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(64 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(34 CFM), Construction:Tight F:\...\300 Corey Creek Ln 01222020.rh9 Wednesday, January 22, 2020, 6:00 PM Rhvac-Residential&Light Commercial HVAC Loads -. Elite Software Development,inc. Energy Rating Service. ACCA Manual DJS sli Terrace NY,11752 Pa e'4 Load Preview Report Ne ft. Se La Ne Se Sy Sy SysHt Gig ActDu Scope T /T Are ai GGai Gai Los CFM CFM CFM SIZE Building_ 1.76 1,618 2,846 18,046 3,057 21,103 23,815 1,000 1,000 1,000 System 1 1.76 1,618 2,846 18,046 3;057 21,103 23,815 1,000 gip 6 1,000 12x1 t Ventilation 263, 1,535 1,799 1,975 HW Pipinq 272 Zone 1 i 2,846 17,783 1,522 19,305 21 568 1,D00 0 1,000 12x1 M 1-Bedroom Front Middle 167 2,174 0 2,174 1,520 70 `" 122 2- 2-Bedroom Front Left 172 2,211 0' 2,2111,999 93 �; 124 2-. 3-Master Bedroom,WIC 267 2,713 0 2,713 _ 2,628 122q '*-�-- 153 2-_ _4-Master Bath 73 259' 0 259, 830 36 15 1 5-Hall Bath 44 62_ 0' 62� 8441' y 3, 1 6-Kitchen,Dining,Livinq 700' 10,364 1,522 11,886 7,834 363 $ 583 6-- 7-Basement 1,423 01 0' . 0; _ 6,673 309 ? ` 0 1- Z F:\...1300 Corey Creek Ln 01222020.rh9 Wednesday, January 22, 2020, 6:00 PM Rhbac-Residential&Light Commercial HVAC Load_s Elite Software Development;Inc: Energy Rating Service ACCA Manual DJS 'Islip Te ace NY 11752 Page 5 Duct Size Preview- Room or Source Minimu Maximu Rough Desig S Du Duc Htg Clg Act. Duct Duct Name Veloci Veloci Facto Ll10 Loss Veloci Lengt ze System 1 Supply Runouts Zone 1 1-Bedroom Front Middle Built-In, 450 750 0.01 0.1- 700.6 70 '` 122 2- 2-Bedroom Front Left Built-In 450 756 0.01 0.1 712.3 93 4' ° ! 124 2- 3-Master Bedroom,WIC Built-In 450 750E 0.01 0.1. 388.5 122` 153 2- 4-Master Bath Built-In 450 750 0.01 0.1 167.1 38 r. 15 1-A 5-Hall Bath Built-In 450 750 0.01 0.1 39.7 4' 3 1- 6-Kitchen,Dining,L_ivmq Built-in 450 750 0.01 0.11 494.7 363 583 6-- 7-Basement Built-In 450 750_ 0.01 0.1' 0 309M11' 0, 1-- Other Duds in System i Suoaly Main Trunk Built-In 650 900 0.003 0.1 800 1'006'PRHN 1,000 120 Summary Systeml Heatino Flow: 1.000 Cooling Flow: 1000 F:\...\300 Corey Creek Ln_01222020.rh9 Wednesday, January 22, 2020, 6:00 PM Rhvac-Residential&Light Commercial HVAC.Loads Elite Software Development,Inc. -Energy Rating Service ACCA Manual DJS Islip Terrace NY 11752 P es -Total Building Sumrhajy Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain -Gain U:0.32, SHGC:0.29: Glazing-U:0.32,SHGC:0.29, u-value 170.2 3,267 0 5,094 5,094 0.32, SHGC 0.29 11 P: Door-Metal-Polyurethane Core 21 6 0 6 6 11 D: Door-Wood-Solid Core 39.7 '928 0 294 294 12D-5sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1091.8 4,062 0 386 386 cavity, R-5 board insulation, siding finish,wood studs 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud , 204 17 0 17 17 cavity, no board insulation, siding finish,wood studs 12D-Osw:Wall-Frame, R-15 insulation in 2 x 4 stud 44.3 229 0 48 48 cavity, no board insulation,siding finish,wood studs 15BO-10sf-8:Wall-Basement, , R-10 board insulation to 1456 4,368, 0 0 0 floor, no interior finish, 8'floor depth 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 723 1,388 0 995 995 Floor(also use for Knee Walls and Partition (Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 18A-30: Roof/Ceiling-Roof Joists Between Roof Deck 840 1,714 0 514 514 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete°slab,any thickness,2 1423 2,305 0 0 0 or more feet below grade, no insulation below floor, ---any floor cover,shortest side of floor slab is 20'wide Subtotals for structure: 18,284 0 7,354 7,354 People: 4 800 920 1;720 Equipment: 722 9,351 10,073 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:50,Summer CFM: 0 3,284 0 0 0 Ventilation:Winter'CFM:75,Summer CFM:75 1,975 1,535 263 1,799 Exhaust:Winter CFM: 35,Summer CFM: 35 Hot Water Piping, 15 ft.Total: 272 0 0 0 AED Excursion: -- ---- --------- ---- ------0 ----0 -158-----158_ Total Building Load Totals: 23,815 3,057 18,046 21,103 Check Fi ures Total Building Supply CFM: 1,000 CFM'Per Square ft.: 0.351 Square ft. of'Room Area: 2,846 Square ft. Per Ton: 1,618 'Volume (ft3): 25,568 rB-uilding Loads Total Heating Required Including Ventilation Air: 23,815 Btuh 23.815 MBH Total Sensible Gain: 18,046 Btuh 86 % Total Latent Gain: 3,057 Btuh 14 Total Cooling Required Including Ventilation Air: 21,103 Btuh 1.76 Tons (Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual Sand Manual D computer program. Calculations are performed per ACCA Manual J'8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to'select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:1...\300 Corey Creek Ln 01222020.rh9 Wednesday,January 22, 2020, 6:00 PM 1 , Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ener `0 Rating Service ACCA Manual DJS Illi 7 ce NY 117 2 Pa e7 S stem Al Room Load Summaiy ­ Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM --Zone 1--- 1 Bedroom Front 167 1,520 20 2-4 701 2,174 0 99 122 Middle 2 Bedroom Front 172 1,999 26 2-4 712 2,211 0 101 124 Left 3 Master Bedroom, 267 2,628 35 2-6 389 2,713 0 124 153 WIC 4 Master Bath 73 830 11 1-4 167 259 0 12 15 5 Hall Bath 44 84 1 1-4 40 62 0 3 3 6 Kitchen, Dining, 700 7,834 103 - 6-6 495 10,364 1,522 472 583 Living l 7 Basement 1,423 _6 673_ 88 _-1-0 _-_ 0 0 _. 0 _0 _0 Ventilation 1,975 263 1,535 -- HW P—ipin_g-- - - 272 — - - ---- —-- — System 1 total2,846 21-815 284 18.046 3.057 810 _1,000_ System 1 Main Trunk Size: 12x15 in. Velocity: 800 ft./min Loss per 100 ft.: 0.099 in.wg FCooling System Summa Cooling Sensible/Latent Sensible Latent Total 'Tons Split Btuh Btuh Btuh Net Required: 1.76 86%/14% 18,046 3,057 21,103 Actual: 2.42 80%/20% 23,200 5,800 29,000 Equipment Data Heating Sys em "Cooling System Type: - Fuel Oil Boiler Standard Air Conditioner Model: WV-DV-03-075 RA1330AJ1 Indoor Model: RH1T3617STAN Brand: PEERLESS Efficiency: 86.7 AFUE 14.5 SEER Comment: Hot Water Coil in Air Handler Sound: 0 0 Capacity: 92,000 Btuh 29,000 Btuh Sensible Capacity: n/a 23,200 Btuh Latent Capacity: n/a 5,800 Btuh AHRI Reference No.: n/a 7508178 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWS:71 F,WODB: 1 OF, SIDB: 75F, SIRH: 50%,WIDB:70F, Sen. gain: 18,046 Btuh, Lat.gain:3,057 Btuh, Sen. loss: 23,815 Btuh, Entering clg.coil DB: 75.3F, Enteringdg.coil WB:63.2F, Entering htg. coil DB: 68.2F, Clg. coil TD: 20F, Htg.coil TD:70F, Req. clg. airflow: 810 CFM, Req.htg. airflow: 284 CFM F:1...1300 Corey Creek Ln_01222020.rh9 Wednesday, January 22, 2020, 6:00 PM LELD INSPECTIO'�72EPaRT DATE COMMENTS FOUNDATION (IST) (37' �H ---------------------------------- nom. FOUNDATION (2ND) AV ROUGH FRAMING& PLUMBING y (b f11A OW O ff" INSULATION PER N.Y. y STATE ENERGY CODE ' • C t in Allot' / FINAL ow ADDITIONAL COMMENTS CQ r —1— as # _fm36 x o � .y • �pi 1 H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health f SOUTHOLD, NY 11971 4 sets of Building Plans C--' TEL: (631) 765-1802 Planning Board approval FAX: 631 ( ) 765-9502 � r Survey Southoldtownny.gov PERMIT NO. l Check 1/ Septic Form [/ N Y.S.D E C. Trustees C.O.Application Flood Permit Examined _,20 Single&Separate Truss Identification Form no Storm-Water Assessment Form +� OC/ Contact: �Ou,�_ N VE-1 Approved ,20 Mailto: I r3lo� W0T QJ6 4V") Disapproved a/c So`fw,I Z- N-1 119-7, Phone: �I - � Expiration ,20 Buildin nspector ' E E B - 4 2020 APPLICATION FOR BUILDING PERMIT Date 03 , 20 INSTRUCTIONS 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 to 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 de,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. '16ignature of applicant or name,if a corporation) 13 (A- e9�ye � t i T Mailing address of apphcant) State whether applicant 1is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 1�L, Name of owner of premises (As on the tax roll or latest de d) If applicant is a corporation, signature of duly authorized officer (Name and title ofgp,pora�officer)t Builders License No. �(��jj �' Plumbers License No. Electricians License No. Other Trade's License No. J0 147 1 Location of land on whic�lp roposed workill be do e: House Number Street Hamlet County Tax Map No. 1000 Section lock", ' ° Lot { ; .:)J SubdivisionCr2.�f �"��1 Filed Map No. � Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VP 144 (A4 2 b. Intended use and occupancy �/ �.Q S- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work i I (Description) 4. Estimated Cost � C� , (��� 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. ,/ 9� 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear , Depth Height Number of Stories 8. Dimensions of tire new construction: Front 0f Rear (00 Depths l_ Height 1 Number of Stories c 9. Size of lot: Front !d� Rear 1 Depth Q 10. Date of Purchase Name of Former Owner 1)Yikt1 �I 11. Zone or use district in which premises are situated e�QS 71� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of pr Wises AY),-e �� Address V r' Sfw1 Phone No. y Name of Architect CVA/J.,.Q �Cn �Address 1 41 Phone No l 7/- M- 73/rY Name of Contractor W C-S4SfV Uf!)Address 1 _ Phone No. d y'�a-yY 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 REQkTIRED. 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) l,C s: COUNTY OF 5" being duly sworn; deposes and says that(s)he is the applicant (Name of individual signing contr ct) above named, (S)He is the `P4�-)—f\� C) C".- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / y of fibl'ipwd 20 �D Notary ub 'c LINDA S. CARLSON Si re of Applicant Notary Public, State of New Yor No. 01 CA6137178 Qualified in Suffolk County Commission Expires Nov. 14, 20 21 S6ry ' , �T �°5� /r �O��E N[WAT]ER, Scott A. Russell SUPERVISOR G - MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'ky�o Town of So u th o l d 1 Y+ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[TA. Clearing, grubbing, grading or stripping of land which affects more 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. ❑[a"C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑01/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 Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Distract NAME. �..1 �`� � � Section 41. k Lo �t^`.p,1" "" FOR BUILDING DEP:;RTNIFI IT LSI✓ ONLY .." Contact Information l 10 r 9� 'rdepLon Num0.i Reviewed By. — — — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work — — — — — — — — — — — — — — — — — Approved for proce5aing Building Permit. y''e e,,l`� C i ``� Stormwater Management Control Plan Not Required F1 (Forward Management Control Plan a Required (Forward to Engineering Department for Review FORM SMCP-TOS MAY 2014 APPLICANT S.0 T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —ae,— Q /r _� _ 1��_ Stormwater Management Control Plan CHECK LIST NAME l.�L V� Section Block Lotej S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. Date `� >k The applicant must provide a Complete Explanation and/or Reason for not providiciiii LC) do20 all Information that has been Required by the following Checklist) fir` I A Site Plan drawn to scale Not Less-that 60' to the Inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel show all of-the follow inYESg items. NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries I 171=1= b. Total Site Acreage. �0 c Existing - Natural & Man Made Features within 500 L.F. O� of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) O g. 'Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & �O proposed structures. 1. Location of proposed Swimming Pool and discharge ring, j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 0 I. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that[lie Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall /storm event. 3 Details&Sectional Drawings for Stormwater practices are required for approval Items requiring details shall include but not be limited to: a Erosion & Sedli7tent Controls, 0 b Construction Entrance & Site Access. c. inlet Drainage Structures (e.g catch basins,trench drains,etc.) d. Leaching Structures (eg infiltration basins,swales,etc.) I OR DEP:;RTMENT USE ONLY Additional Information is Required. Reviewed & F� Stormwater Management Control Plan is Not Complete. Approved By- - - - - - - - - - - - - - - - - - - - - - - - — El Stormwater Management Control Plan is Complete. Date. I SMCP has been approved by the Engineering Department. I FORM * SWCP Check List -TOS MAY 2014 �SUFFULX�, BUILDING DEPARTMENT- Clectrical Inspector TOWN OF SOUTHOLD r„ •'I ;.;,iU / r j ICY.21 Town Hall Annex - 54375 Main Road - P7 k3b�C 1 I l- N ,x Southold, New York 1'1971-09 ' P Telephone (6 31) 765-1882 - FAX,(631)•W-'9590 . 3 0 2020 a� roaerr@iss6uth6idtownny.aav seand(iD'southoldtownny.aov.. r, DEN DFA APP-I-CCAtION F.Oi ELECTR{CAL WSPECTION ELECTRICIANJ INFORMATION (Fvi information Required) Date: Company Name: -- Name: License No.: O b-7 email: P�Q u,Qil� /�C_ /'''� /1') Address: Phone No.: 3 JOB ,SITE INFORMATION (All Information Required) Name: W Cru rf) 1L,J� Address: 4 Gross Street: X101, V Q- fla Phone No., 5 I b ZC1y- , a �� - — Bldg.Permit;#:_ u �$ ` email: `fax Map-District: 1 aQ0 Section: Block:- Lot: BRIEFDESCRIPTION OF WORK(Please Print Clearly) 3 Coo enLl big 2 R- Circle All That Apply: , Is job 'ready for inspection?: YES I NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information' (All information required) r Size 0 O A # Meters' Old Meter# =Servic6FireReconnect- Flood Reconnect-Service Reconnected- Underground Overl�ead #Underground Laterals 1 2 H Frame . Pole Work done on Service? Y N Additional Information_ PAYMENT DUE WITH APPLICATION OO Request fol inspection Form.xis ZO/Z0 39Vd S331snai Q-10Hinos ZV9999LZ69 6Z:PT 0ZOZ/90/Z0 d3fld8(13N £L80 LZ£L£9 WdZZ:l•0 MV90/Z0 03A 13038 l PERMIT# K,.[ lr ,,,ss: , Switches Outlets - GFI's Surface Sconces , HH's C UC Lts Fans Fridge HW d j Exhaust Oven Dryer ~ ' Smokes D.W Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini t Special: 1 Comments I ��O�S�fFO(�`oGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD a Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone-(631)765-1802-FAX(631) 765-9502 Temporary Certificate # 7�9 Date -7- 1 — 2020 Customer Name ah Lt Electrician Name &U l � G LLC. Address co CD e CRQ SOI, I�o�� Phone e-mail - -e-mail e bau -c 1-Com Phone' .51(0 — ML_ asaa. License# 3867- ME Size,fa(Qb A Phase 1 Overhead _Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification' valid for 0 days trom the ate above. Authorized by "Neubauer Neubauer Electric,LLC 407 B Lexington Ave West Babylon, NY 11704 electric 7631.587.3751 F 631.321:0873 neubauerelectric op2ail coni Owner: WH Crumb LLC 300 Corey Creek Lane, Southold LOCK BOX CODE: OCN contact: Paul Cell: 316 204 2222 200 Ampere Overhead Mast Service Wiring of 1 zone oil-fired heating system with indirect hot wafer heater Wiring of 1 zone central air conditioning system GFI Receptacle for washer with separate 20 Amp circuit Receptacle for electric dryer with separate 30 Amp circuit Receptacle for refrigerator Hook-up of dishwasher with separate 15 Amp circuit Wiring of electric range with separate 240 Volt 40 Amp circuit Receptacle for microwave with separate 20 Amp circuit Door chime system Sep switch and wiring of basement recovery fan 40 - Decorator Receptacles 5-GFI Receptacles 3 -Weather-proof Receptacles 1 -Garage door opener Receptacls 1 - Sprinkler Receptacle 1 - Island Receptacle 28- Decorator Switches 6- Decorator,3-way Switches 5- Under-cabinet puck lights 1 —Remote transformer 20- Recessed fixtures, 4", LED 2- Recessed fixtures ad}4", LED 2 - Island fixture locations 1 -C1Qset fixture (globe type) 5- Ceiling fan boxes 2-Vanity fixtures 3 - Exterior fixtures 9 - Porcelain fixtures, LED 1 - Nutone Heat/Vent/Light combination unit 1 -Triple Switch for Nutone unit 1 - Nutone Energy Star exhaust fan, 150 CFM (hall bath, 6" venting by others) 1 - Programmable Timer for energy star fan (hall bath) 3 - Smoke detectors 2 -'Smoke/Carbon monoxide combos 5 - 15 Ampere Arc Fault circuits 1 - 20 Ampere circuit for Master bathroom 3- 20 Ampere Arc Fault & General Circuits y , Town Hall Annex x u"sr'' �� µ'4G''� y Telephone(631)765-1802 fi=t 631 54375 Main Road Fax- ,,g• Z•; ,� ,•.. 4 >•s.>` ( )765-9502 P. O. Box 1179 ' _ Southold, NY 11971-0959, ` • t . k,S$�= "rte-: •i:, : `•''.�''�'�i,.a: `i r � . • " BUILDING-1-4 PARTM8,"'NT . NOTICE OF UTILIZATION OF TRUSSTYPEr(;-®NSTRUCTION, PRE-EN:G,INEERED WOOD CON STRUCTION"AND`ORNTIMBER CONSTRUCTION "�`_ to DO Owner: /� mil? e - � , ._I��I �-,;A=t=. Location of Property: "1'ey_ 'Y-e� Piea$eIake notice that the�-(chec'cfic appl%ak fesline): '��c3'•'-. :y-t� M, 3 ,ray&`:. zt _ 1 e;,;� „• Newcomme„rc" ialj` ?re"sidritiaistrucfure7h�r° w rtFa:`P.% ..Y p}s4`'d',.JF"3`C4Pi ie"•l •y - ./:tj' '- ,Addition to exis i»g commercaalior residential str'ucfure 5M m) q �-• .;�'a.� _ �: ,. ,'•;rte r ."-'.'Rehabilif do o'Fan existin_g_rcommercial or resid'e[iti'alf structure. :- to,be con'struct6d-or performed at the subject°property reference above;will''tStllize (check appli abie,`lii16): ' ussaype.construction(TT) x, b�PoPre-elh' gi'h6of6d,.Wood wconstructian (,PW,} $')-,�•, Timber construttio,n-(T"C)•,),''- in the following location(s) (check applicable'line): Loma Floor framing, including girders and beams (F) Roof framing (R) Floor and,roof framing.(FR) ' ' °°• Signature: - Name (person submitting this form): U Capacity,'(check applicable.line): , Owner caner representative TrussRegl5.docx Effective 1/1/2015 OF SO(/r�ol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD January 7, 2020 To: Paul Davey 1365 Watersedge Way Southold,NY 11971 RE: SCTM#78:4-7—Mahoney, determination of merger request Mr. Davey: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (63 1) 765-1802. Respectfully Yours, A lh)14- n unemaker, Ins Examiner f Ai k qv(o r � o-u coley cr� l C » ,r So. � a � L Jlb 2a 4- a ' "" Suffolk CountyDept.of 4f, Labor,Licensing&Consumer Affairs r. t HOME IMPROVEMENT LICENSE Name PAUL J DAVEY Business Name Tins cerbfies that the SLIGO CONSTRUCTION CORP beareris duly keened by the County of suffolk License Number:H-29373 Fra..k,Na.rdv.I.l.v Issued: 08/2212001 Commtiss+oner Expires: 08/0112021 r A c R CERTIFICATE OF LIABILITY INSURANCE DATE10!29/22019019Y) (MMI 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, Lisamarie Labozetta Aspen Agency Inc PHONE Ems. 631-471-7575 FAX 191 Ronkonkoma Ave (,VC.No:(631)369-2439 EMAIL Ronkonkoma, NY 11779 ADDRESS: lisa�spen-ny.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine$General Insurance Co INSURED INSURER B Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURER D: Southold, NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00019981-545071 REVISION NUMBER: 17 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ��•SUER POLICY NUMBER POLICY EFF NYM POLICY EXP NYM LIMITS A X COMMERCIAL GENERAL LIABILITY GL2019RLHOO530 10/15/2019 1011512020 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE PREMISES Wa occurrencel $ 100,000 X Primary. MED EXP(Any one person) $ 5.0 00 X Waiver ofSubro PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY❑PROJECT F1LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Peraccident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS DAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER 0TH- AND EMPLOYERS'LIABILITY y I N STATUTE ER ANY PROPRIETORVARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICFJiIMEMBER IXCLUDED� ❑ N I A (Mandatory m NH) E L.DISEASE-EA EMPLOYEE $ If yes,dwhe under 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) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold,NY 11971 AUTHORI EPRESENTATIVE Las O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on October 29,2019 at 02:47PM � NYSIF - F New York State insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif aom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE allo A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 � SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRICTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 269903 04/15/2019 TO 04/15/2020 9/18/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:J/WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THL INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:461884154 ��,',.iC:•__•.c�v-a`:�x.x..:..:+At--..},;.t_y,.���r.''.t{om.a„;•.'w•;f,,.,y!4.r�.�_S•"..7.,.l,t,s,'..''��Ytirr3•...?c.:,.',tr`n'-.wro•�b•..''?.if,��f'r•r`iT4'ri..':s7"•..�,.:','.*.r�t!�.r..j,:'f.t}::.Z:.t.>...••�♦.�,'yFr•.,,:rcx.,.\{2,S`�:?'..::,•,`�n�'r,}-.vSr'i�...-r,.-,\�..,.r'.l.,.?.•r.tsawr�'..:',�-J-".,...0,r-ti"A.,-,•.,'1.,rµ�:p,"..,'vs.(s>�:rs.�.'•.�-,t:R..1:�.v r,•ll\`�e�•.A.1y.y.•ti.1°'r�V.t'rv�.,1..,,7.x.:,.1;r'�...3?t\,..5.t.'w�'7,.,.",a,'��.•.tz?..'•�:^r?4fi?"J.;�nrr•6•'Y,arr,,+A-'Y.?y.'*,✓v:T.:r'...,,rt}''�`h4t�.+',.,.f.r;r�.r3.,"✓'�.�y>,'xv1e,�//,?;f\,4�.ti'.,/}P^"��,,ha.•,,\t,'.f.�t.hf,•;.vjd::'l3•:t`.}:.i�4:,n:,:��'hy,1..-,tf/.i,7/fw,hhR•i,•`..�..+r,,iy_,.z.r�.r.�'hvv,�.,r3�a5:,._•:.>h'r rn'.:., ...�:?.`i,:�rt7*�s=-,VJ,�;.�;.y.4kvI..tiY•'",:•,..;A...-r,u•.,rd-,<.,r',:•,'ry+,..' ,y,,p.pS7r�.�f:t.x`i�ii.i�,iv�.,".:y,'"a:.�''?u;rv,'.,..:`e.t,ffrt,c�/.J.•'��.!->s`T.,'�.`..•.,hvn..•,`.J?.'r:;�,.,'}t,w�..f-y,r,y,Y..,'..rt:t`ra<4.5;9r.e,•'�,4 717 .,,,•,�..•.,..`"`r:,sar'r Cte_lan.4^-'af..ir'�'.sG n+4`r,•,.•"..A`su`�y,4.•:.4rw•,r',`aW."b..,TJ`,.S,�,+�'-S,``+..(�i.,.`�`/-j:<�:.•�.d;`�+.rTY�',-tt�!•°"y'+•\,...`t�-.'.,+y.:"rs,\t >•.3ti3:.!'>.'t`eutz�`.:}�:�:.M:,G,':�-.��S�'`{".s� C � +X"..t'..�y.",�.o-,'s'`..�•,�.{r.yitA Y�:�T.$tiii���.•1a,,�,`...JJr..r."wr,(..s..,-;,y•'....1t.b•..,a,.?4•s. 1A, Y D1,11-1.,r _NW, sS, Yti.�n�:•;t�r-;�,�.�k?^k 1{✓?aJ(.,fi(.•,.V`��]\:'-.4F'�Y:.. i ,>Y '• ::.,.r>'�,kk-;.'i.�-•, f:Ji.;•;. "•.° �.� '?•. + r at 4 Uffy Suffd1k C - Eeec offie bfcb, 7z ; ,r e? • • tyDATE No.SUFFil�l"fxs`j'• 't S - i ` O e L,l / \ ` / 9 e 1( 3 x � ,03 �. N r� is to certjf�that, 1AVIEYx •• • D D ' ! CORP ' t r 4. having •• • • f. • • • • bf appl�jcable laws, rules and regulations of the,,Qount�of,Su,ffb1k,-9tafc of New York,is,hereby licensed to'dondupt business as a HOME YAddifidn ^""+•l' �. S r i l ����}r}�•• .Ty -WITHOUT NQT VALID Ty�� - , { i 3\. C SUN ON 1E • AFFAIRS" / .�`Y, �G {w E.�1 11.��7. 4`.•. Jll,/ fret •.. `� �Y� U..l,..�.✓V' �I � �4 tf,` /�• t.. M �`, •t,ef�':'t• S•4.... Y^V �, y+.l �(k JaA •Tt 'r.{� UJ,t f�-1i•�" e'ti'�{ ( •�"�T`e /� [r>. {:. }„ ,,�•rai; 1 i,E {,.NFA Q'. ` 1 jy Ii !.. Jh` Y•'•:: A 7'j ate ., v'.=.\�•. ;'f 'e"'',�":"x, w � . t.., �t .�.+':.\•,' r^ E. v'�,�u,`:... :?'.2.,.>�� ,{r:�. .a ..�*, rr. �.�� ,� .� :>J, ,A ,y.., nc•x.•?'. �.�'-��. �. x.r w �., �•�� /,. �•�. .S 3�,. �^..•t. �:•a u'k.- ^� .\,, r Vii' :.�-:` ..-F-- „�.�„ f,c; ��v •v..\v ] A. :i..u+r',r. .r ..,s :15 .,rT=^,'i'v v. \^ �.\:. 4• ,�, w@:?� I `.6• �\: � •r`„r�\ `l;�% •:y^.:{,. \•n:•. ,, ry J M '\.• �iJJ� 'rrJ.4., 'f, 3:' ts� -i �* +�. "�'. .'h '7J�� 2� `S+'i,y•'�" KLt... rte.' �\ Jr �`:.Y'q,Yu;q...ru,� i,+rsfr-"�'., t5•.:`tiJ�,.t' .,'+..':r^,"w� ,n�:.,> "j`•.�'J i3�,b� ,•�`�1v+.... �•� �G'iaY,,^n,'(,". s� ��y�,va::+,. o;'i;1:i Rr;.: �i,� i•r..e+ ..r,.. ,,,'.SiS.� ,.t�4� .,•;4 •r':r 1�.•r.;,\J 1 ^7'..'•.� t tr l4'+.K+,. r+ v wt, ,vM ��r.. •,.� .r.,, �.. .?Jet.>,n ..k.rr. x�sJ rr,, •,+,..Pr. •Vr ,ry`� `�-ti•:=+ :��1.',•S...c% .1•.\v"•,S' .•.:�u✓ "C"h. "t"., ,,,\' .Y h,p. .H,: �c,. •,1N'. :r,.•, .•`'.•,fr 4 r :•`i.' v:+ � . ..'S,: .,, r,�y��.w .'.'!.,- .,,,>. ,.�t,+{n f *��.'1..•+'^"<��'s'- 'r4r ,. ..�. .��..! •'�'',�,.�� nti.M,. - .t. a• c"• ��"'ti',•- o.��i�'•' •�- •1 r!`."�''. ', h.�. _ y•r�:�1,-. ' �ly 7.' .: ,. r. _ �., ��yy�: ..: ...fir .�• .n„ ^;'' }'{y :_;;�!.S. ,�rz�p�'�� •,�4-. !r r ..yu✓��• �•.•w,.t. ��'4fti'•_ ,�.-.\T Ah „i err.•, -r� ��,,}.4• � J�.ti' .E ;vim, 4;,.. _.., ..., .y�'..a„�. \_, ,�.•: :rlc'3s .4. .. .•.wn r J.a. 'ry...•':V"F,B•U rti,.w+r�^.A•.�`' �,t •. -. ♦ . `5 r�i. -ic, � "�'is ..b __,,C� ��`P•. f ,�''. ..!'i�,.� .•kd, ..� ., .\\. ...sr.rafi } -41}J. :'..'- rat.. .r3..' v \ .+, ,.;;i ki ���?.:'%7tn:,:• P.?•tr•'t2 7,•,. 1�•nJ r'•n�,tt�,�,�� �,.Nr �: .- w �� r\:� -r,. ��'� ",.'�ir`.y� ����•`s^ i, e� � k. � ;'mac �' �. `A.N•, �< n5,. d'r•:,t'Ali YJ 'trn ,( •NJ -nR.>u 1�,+' ., •.N, ._w b� \ k}'.. mac, �S A .L•: �; V� �\?� ,.1, \tai', 3'V� �� >/ v/ ,•5-. :H. •\-J..Y� f,.,,,� iF�4.t F\ �/.• 'M,Mi`�. .V••'+'i}\F'� '�Lil N,�'•.�•' y� �MF'ylK'(jt•• �5t i.>4 :lhN l.H.\�i. 'k•, \�'�.i:�:/ �.;, '� J�„r„ �s ,..rte / J, ti „� / \. ;.J� ��.'�...tix} tiJ :•F\. \.4.F,,. \c.�:. \ �:Sy f•\�'•. S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 4 LOT(S): 7 � LK CGUNW DEPARTMEW OF HEALTH S VICES FUR APPQ➢VAL OF CsO g dD POR A ® o DttVm:F' RS AIG`�5�LU pISA 0 APPRt®VAI, �4 d L&. R-2'i.00' O EL 17.4 Lr 0 w O 0 G SILT FENCE ALONG S/LTF E DWEWNGS LOT 4 PROPOSED LIMIT FAIL' W/PUBLIC WATER p0 OF DISTURBANCE EL 18.5 150' ^O' 17,500 S,F.f y DRYPROPOSED 8 plAx4 E I ^\1 2S�87' AND STAGING O= "—� p� ENTRANCE t v EL(19.0) C EL 18.5 TZ Y_ ... EL(19.0) o U ::.29.5 MON. I VACANT g¢ WOOD �'of c Io /N�NCq WAS j DRY WELL 150' o STOOP '�:N OF PROposEb our DWc4'DEEP I% V 0 50, I�wAr, r o LOT 5 o o WOOD STOOP LP ! Lj to Q PROPOSED SOIL ... G� S T B'MGy EYP •I ! STOCK PILE AREA of 250 ROOMS __1 MON. EL 18.3 .: .... ..... (')a'DWxip DEEP L.P. 05 EL(19.0) :.:p9.5'.- . I EL 18.2N c S/(j F (O EL(19.0) PSP.1Yg7ER L/Nf^..^.._•^..^ I 3� 8 16'20"W ENC f STK. N i ^�1 DRY IL07 6 1 EL 18.4 1Ax4 DEfP ^ b I,& W ` I DWELLINGS � IT` W/PUBLIC WATER U 150' p I TYPICAL SILT 208.601 W SCREEN SECTIONEL 18.0 MONN . � I GEOTEXTILE FABRIC— SUPPORT POSTS WOOD OR METAL 'I FLOW DIRECTION 50'MIN. r TO KEEP EXCAVATED AND SEDIMENT ON SITE BACKFILLED TRENCH HAY BAIL AND/OR EXISTING GROUND SILT FENCING W fC' SCI'•• Z 0 2•WNIMUM ,�0 N 0 R\ W W o CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED ELEV. 18.3 w •3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA OL BROWN 1.01 TYPICAL DRYWELL CROSS SECTION FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. DY LOAM (CONC. PRECAST COMPONENTS) SM LOAMY SAND 2.3' 8'sue MR O G DRAINAGE CALCULATIONS: HFAVt DUTY _ APPROVED INLET PIPE CW IRON MME AND APPROVED OVRET PIPE YIN.4'DIA. COVER 70 GRADE TO EXPANSN RINGS PALE PITCHED 1/e•/1' �µ49 DA. A) DWELL Nx FOOTP INT=1 800 SQ.FT. BROWN REQUIRED PITCHED I/8-/7 MEDIUM ® � � ❑� (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED SP SAND 13.7' 0 0 El 0 B) DRIVEWAY=955 SQ.FT. 955 x 0.166= 159cf (1) 8'DIA x 4' DEEP DRYWELL= 169cf PROVIDED ZONED R-40 NON—CONFORMING LOT FRONT YARD: 40'MIN REAR YARD: 50'MIN NO WATER SIDE YARD: 15'MIN 35'TOTAL 17' 3' MIN. �_ ' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 12-10-19 COLLAR $ K. WOYCHUK LS BACK FILL MATERIAL TO BE LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS CLEAN SAND AND GRAVEL AND OR DATA OBTAINED FROM 07HERS. �---�- �- AREA:25,881.83 SQ.FT. or 0.59 ACRES ELEVA77ON DA7UM. _ NAVD88 - ----- UNAUTHORIZED AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777V77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777UTTON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT IN7FNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY ORLOT 5 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: COREY CREEK ESTATES FILED: AUGUST 15, 1967 No.4923 SITUATED AT. BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design j� P.O. Bog 153 Aquebogue, New York 11931 FILE # 19-185 SCALE: 1"=30' DATE: DEC. 18, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S C T M NO DISTRICT 1000 SECTION 78 BLOCK 4 LOT(S) 7 MONI1�� 9� EL 150 SAO a$gfl„ 09 `L It—As p EL 17 4 0 SILT PENILE ALONG $/ L07 4 PROPOSED LIMIT Lr FfNCf Z✓ o0 _SOF DISNRBANCz y E EL 185 p 17500 SF3 A' • 1 PROPOSED STAGMG AREA AND CONS1RUCION _ 4DEEP�._i ENTRANCE 4 EL(19 0) EL 18 5 Z Y EL(19 0) pU //295' - MON I 0 ^O caxgl� j DRVWY4bEEP&ELL I/ n, n, BLD of 4Sy OUi e'DU DRIVEWAY LOT 5 ` I I p D/ O LP p 5 10 W S T I EXP PROPOSED SOIL B Z J I MN S70CK PILE AREA ///// n 12IIE1ROOM9 Pq MON EL 18 3 EL(190) 295'// N I rL) I EL 182 IV 78*Tazp„ $/Lr F L,f M W OW-\ EL(190) PROP WA1ER UNE^--_- a I 1�`I fN W N ; �I 8.0 ORY ELL y LOT 6 STK EL 18 4 Wx4 DEE, a �J TYPICAL saT 20860, w I SCREEN om-- SECTION EL 180 MON �' N 81 n CEMIXTILE FADRc I I - _PORI PoB , U ROOD OR MEIAL 5a'YIN ROW DRECIION U SEDIMENT ON SITEELP EXGVATm AND ,KO 1.00 TRENLR I HAY BAIL AND/OR SILT FENCING Ensrwc GRouNo z 3 ny �y z ELEV 18 3 BROWN OL DY LOAM 1 0 9 wo 4 Q 'rj SM BROWN CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED LOAMY SAND 2 3• 3/4'STONE BLEND OR N Y STATE DOT APPROVm FICA. TYPICAL DRYWELL CROSS SECTION FILL TO IS'(Min)ABOVE EXISTING GRADE FOR DRAINAGE PALE (CONIC PRECAST COMPONENTS) BROWN MEDIUM e• DRAINAGE CALCULATIONS. SP SAND 13 7' e•eMe lases arARMF "F"'^ IBPYm7.m IxICT Pwc AVPsoWa OI�Va%I m --mmux A)DWELL x0 066-298 80 600 2 SO REQUIRED I ® O❑ (2)e'DIA x 4'DEEP DRYWELL=338c!PROVIDED Q Q B)`\ 955DRIVx Y=955 SO FT\ 955 x 0166= 159cf (1)..x 4'DEEP DRYWELL— 169cf PROVIDED NO WATER ZONED R-40 —17' NON-CONFORMING LOT 12-10-19 FRONT YARD 50'MIN K WOYCHUK LS REAR YARD. 50'MIN SIDE YARD 15'MIN 35'TOTAL 3'MIN f 8' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL COLLAR LOCA 77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND LOC 06-22-20 c6�EAn sLLMD AND cRa°EBE AND OR DATA OBTAINED FROM OTHERS AREA-25,881 83 SQ FT. or 0.59 ACRES ELEVATION DATUM _NAVD88 UNAUTHORIZED ALTERA77ON OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA71ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TL£COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST7TU770N, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY SURVEY of LOT 5 CERTIFIED TO SLIGO CONSTRUCTION; MAP OF COREY CREEK ESTATES FILED AUGUST 15, 1967 No.4923 SITUATED AT BAYVIEW TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design J/M� P.O. Box 153 Aquebogue, New York 11931 FILE #19-185 SCALE. 1"=30' DATE DEC. 18, 2019 Y"""'6� PHONE (831)298-1588 FAX (631) 298-1588 N YS. LISC NO 050882 1 maintaining the records of Robert J.Hennessy k Kenneth M.Woyahuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 4 LOT(S): 7 1 I MON. EL 15.0 S;;,po¢8¢p � �0� R�25.00' 1n78 27' 6 EL 17.4 J U.) b o LOT 4 o EL 18.50 8���ffPI._� 250,87, U 01j, EL 18.5 \fJI DRY WELL Z U . :::.:29. 8'DIAx4'DEEP���� MON. I GF 19:6 RCA DRIVE SD 2' 1,5' WAY DASE LOT 5 o .A471 av',r ';: 928.5' ULP :: a ' MON. EL 18.3 :': . o i __ _ :•29.5' ..��`, - - ---___-_ - -N - _----(_-:�"��I� -._- --•— ---__ -_ EL 18.2zo Wf�k IV78016'20 Ni W N i WELL _ w,k 8'D/Ax4'DEEP 1 g LOT 6 STK EL 18.4 I RfNCf p s s C I s�� ' o I 20860' w i Cl! EL 18.0 MON. 8 1 i U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CC?,tF-T?I lCTED V1iCRKS FOR A SINGLE F= ' Date Nov � 0 2620 H,S.sal ; No. R�D CDC® Thi seWage disp e-al and meter supply faelliVes uo 1Ii:s IO:,aiion have been Inspected and/or certified by tllis Dersaalien or o31er agencies and found to DRAINAGE CALCULATIONS: be satisfactory FOR A MAXIMUI�I�F, BEDROOMS, A) DWELLING FOOTPRINT=1,800 SQ.FT. 1,800 x 0.166=298.80 < 299cf REQUIRED ZONED R-40 ,r ,,`j I-pepper, RE,, Chief (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED NON-CONFORMING LOT e) DRIVEWAY=955 SQ.FT. FRONT YARD: 40'MIN DI'ICO 0! Wastewater Manacle ent 955 x 0,166= 159ef REAR YARD: 50'MIN (1) 8'DIA x 4' DEEP DRYWELL= 169cf PROVIDED SIDE YARD: 15'MIN 35'TOTAL FINAL SURVEY 10-09-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 06-22-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 25,881.83 SQ.FT. or 0.59 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING /NS77TUT70N GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN H R,EON FROM THE,PROPERTY LINES TO THE STRUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR,TO• GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUC7VRES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED Ofir-UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 5 CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: COREY CREEK ESTATES 1 N FILED: AUGUST 15, 1967 No.4923 .) SITUATED AT: BAYVIEW TowN OF. SOUTHOLD y� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ' Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 19-185 SCALE: 1 "=30' DATE: DEC, 18, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. L/SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk i REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,846 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 300 Corey Creek Rd,Southold 300 Corey Creek Rd,Southold Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752, NY 631.383.4198 Compliance: trade-off Compliance: 2.1%Better Than Code Maximum UA: 289 Your UA: 283 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. U-Factor UA Assembly or R-Value R-Value Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 167 30.0 0.0 0.035 6 Comment: Bedroom Front Middle, 1613-30 Ceiling 2:Flat Ceiling or Scissor Truss 172 30.0 0.0 0.035 6 Comment: Bedroom Front Left, 16B-30 Ceiling 3: Flat Ceiling or Scissor Truss 267 30.0 0.0 0.035 9 Comment: Master Bedroom,WIC,16B-30 Ceiling 4:Flat Ceiling or Scissor Truss 73 '30.0 0.0 0.035 3 Comment: Master Bath,1613-30 Ceiling 5:Flat Ceiling or Scissor Truss 44 30.0 0.0 0.035 2 Comment: Hall Bath,168-30 Ceiling 6:Cathedral Ceiling (no attic) 840 30.0 0.0 0.034 29 Comment: Kitchen, Dining,Living, 1BA-30 Wall 1:Wood Frame, 16"o.c. 144 15.0 5.0 0.053 7 Comment: Bedroom Front Middle, 12D-5sw Window 1:Other 17 0.320 5 SHGC: 0.29 Comment: Bedroom Front Middle, U:0.32,SHGC:0.29 Wall 2:Wood Frame,16"o.c. 18 15.0 5.0 0.053 1 Comment: Bedroom Front Middle, 12D-5sw Wall 3:Wood Frame, 16" o.c. 117 15.0 5.0 0.053 6 Comment: Bedroom Front Left, 12D-5sw Wall 4:Wood Frame, 16" o.c. 126 15.0 5.0 0.053 6 Comment: Bedroom Front Left, 12D-5sw Project Title: Report date: 01/22/20 data filename: F:\Energy Rating Service\#Rem Files\Sligo\300 Corey Creek Rd\300 Corey Creek Page 1 of10 Ln 01222020.rck r - , Gross Area Cavity Cont. Perimeter Window 2:Other 17 0.320 5 SHGC:0.29 Comment: Bedroom Front Left, U:0.32,SHGC:0.29 Wall 5:Wood Frame, 16"o.c. 144 15.0 5.0 0.053 8 Comment: Master Bedroom,WIC, 12D-5sw Wall 6:Wood Frame, 16"o.c. 144 15.0 5.0 0.053 6 Comment: Master Bedroom,WIC, 12D-5sw Window 3: Other 28 0.320 9 SHGC:,0.29 Comment: Master Bedroom,WIC,U:0.32,SHGC:0.29 Wall 7:Wood Frame, 16" o.c. 108 15.0 5.0 0.053 6 Comment: Master Bath, 12D-5sw Window 4: Other 4 0.320 1 SHGC:0.29 Comment: Master Bath, U:032,SHGC:0.29 Wall 8:Wood Frame, 16"o.c. 180 15.0 0.0 0.077 14 Comment: Kitchen, Dining,Living, 12D-Osw Wall 9:Wood Frame, 16"o.c. 45 15.0 0.0 0.077 2 Comment: Kitchen, Dining,Living,12D-Osw Door 1:Solid 21 0.290 6 Comment: Kitchen, Dining,Living, 11P Wall 10:Wood Frame, 16" o.c. 63 15.0 0.0 0.077 3 Comment: Kitchen, Dining,Living, 12D-Osw Door 2:Solid 19 0.390 7 Comment: Kitchen, Dining,Living,11D Wall 11:Wood Frame, 16"o.c. 234 15.0 5.0 0.053 9 Comment: Kitchen, Dining,Living, 12D-5sw Window 5: Other 42 0.320 13 SHGC:0.29 Comment: Kitchen, Dining,Living, U:0.32,SHGC:0.29 Window 6. Other 16 0.320 5 SHGC:0.29 Comment: Kitchen, Dining,Living,U:0.32,SHGC:0.29 Wall 12:Wood Frame, 16"o.c. 171 15.0 5.0 0.053 6 Comment: Kitchen, Dining,Living, 12D-5sw Window 7:Other 46 0.320 15 SHGC: 0.29 Comment: Kitchen,Dining,Living,U:0.32,SHGC:0.29 Door 3:Solid 21 0.390 8 Comment: Kitchen, Dining,Living, 11D Wall 13:Wood Frame,16"o.c. 77 15.0 5.0 0.053 4 Comment: Kitchen, Dining,Living, 12D-5sw Basement Wall 1: Solid Concrete or Masonry 1,456 0.0 11.0 0.052 76 Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Comment: Basement, 1580-10sf-8 Compliance Statement- The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements adiie RE)Scifeck Inspection,Checklist. matthew Wahl, hers rater 2572845 01/22/2020 Name-Title Signatur Date Project Notes: Project Title: Report date: 01/22/20 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\300 Corey Creek Rd\300 Corey Creek Page 2 of10 Ln_01222020.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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. 'SE`S ,aar-•'nn S!<+y s tx "+ s '-m o-. ' •r�-i'iG t�" ' x. � 3 k,f rllt Fr Q'-,'"'` fi"•..,a .c.+-' 7llwzl lie x euie� -W #iohsV .P3t' �s{'.a,sr < , sw �, 103.1, ;Construction drawings and � ��NO ❑Comlies p 103.2documentation demonstrate �'. _ '.. '` ❑Does Not [PRI]IL ;energy code compliance for the s ' r`- ,�v s. kt1 �� � , +�n' ,❑Not Observable r :building envelope.Thermal _ `. ;envelope represented on „ a []Not Applicable 1 ,construction documents. 103.1, Construction drawings and '1#1 ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 ,energy code compliance for r 'x [PR3]1 Highting and mechanical systems. ' ` ❑Not Observable r ,. :�� ❑Not Applicable ,Systems serving multiple , ;„„ �r ;dwelling units must demonstrate : ;compliance with the IECC ; a , ;Commercial Provisions. Y Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ; �•� sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not P1�2-•' �t on loads calculated per ACCA 1 Cooling: Cooling: ?[-]Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) A Medium Impact(Tier 2) ',il Low Impact(Tier 3) Project Title: Report date: 01/22/20 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\300 Corey Creek Rd\300 Corey Creek Page 3 of10 Ln 01222020.rck 1 402.1.1, :Door U-factor. U_ U_ UComplies :See the Envelope Assemblies 402.3.4 1 fE]Does Not f table for values. :E]Not Observable bNot Applicable 402.1.1 :Glazing U-factor(area-weighted t: U-' U ElComplies :See the Envelope Assemblies 402.3.1: :average). :table for values. ElDoes Not 402.5 :E]Not Observable 303.1.3 !U-factors of fenestration products ElComplies [FR4]1 fare determined in accordance E]Does Not f with the NFRC test procedure or itaken from the default table. []Not Observable EINot Applicable 402.4.1.1 ;Air barrier and thermal barrier OComplies [FR2311 !installed per manufacturer's E]Does Not EINot Observable E]Not Applicable 402.4.3 iFenestration that is not site built Wn� Elcomplies [FR20]1 :Is listed and labeled as meeting E]Does Not ,or has infiltration rates per NFRC :400 that do not exceed code EINot Applicable Wd_ IC-rated recessed lighting fixtures ElComplies sealed at housing/interior finish E]Does Not oand labeled to indicate!s2.0 cfm leakage at 75 Pa. EINot Observable []Not Applicable 403.3.1 :Supply and return ducts in attics Elcomplies JFR1211 �insulated >= R-8 where duct is 0Does Not 3 inches in diameter and >= :R-6 where<3 inches.Supply and []Not Observable ;return ducts in other portions of E]Not Applicable :the building insulated >=R-6 for �diameter>=3 inches and R-4.2 :for<3 inches in diameter. Building cavities are not used as Elcomplies ucts or plenums. []Does Not EINot Observable HVAC piping conveying fluids I R- R- ElComplies above 3.05 LIF or chilled fluids fE]Does Not IF are insulated below 55 L to 2:11 �[]Not Observable :E]Not Applicable 403.4.1 :Protection of insulation on HVAC OComplies [FR2411 :piping. E]Does Not E]Not Observable EINot Applicable Hot water pipes are insulated to R- R- , tlNot Applicable Automatic or gravity dampers are ElComplies VAR E]Does Not intakes and exhausts. EINot Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) Project Title: Report date: 01/22/20 Data filenarne: FAEnergy Rating Service\#Rern FilesNSligo\300 Corey Creek Rd\300 Corey Creek Page Sof1U Ln_Ol23202O.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) ;^3;"f Low Impact(Tier 3) Project Title: Report date: 01/22/20 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\300 Corey Creek Rd\300 Corey Creek Page 6 of10 Ln_01222020.rck . . ' installed insulation is labeled X, -�J�g Elcomp _q lies ,-Vw 'm ,21 or the installed R-values NIN E]Does Not E]Not Observable ONot Applicable 402.1.1, Mall insulation R-value.If this is a: R- R- ;,E]Complies !See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the Wood 'table for values. E] Wood TIDoes Not 402.2.6 iwall insulation on the wall 1 11 1 [IN311 :exterior,the exterior insulation El Mass El Mass UNot Observable :requirement applies(FR10). Steel E] Steel �E]Not Applicable 303.2 ;,Wall insulation is installed per ElComplies [IN411 :manufacturer's instructions. E]Does Not E]Not Observable AdditionalComments/Assumptions: ' I High Impact(Tier 1) Xf�l Medium Impact(Tier 2) Low Impact(Tier 3) ' / . / . ' Project Title: Report dote: 01/23/20 ' � Data 5|enanne: FAEnergyRating R|es\5ign\3UOCorey Creek Rd\380Corey Creek Page 7ofIU Ln_01222020.rck ' ' • °a-qac a g,ysr 3- �$OCYtiOR ,s>, z'� '?7 - v;��,a+'H�`�eCr� M2 'A B�'. �"; t.,K". 'i 1C ip;nu,�`�i` tY r.;kyr- �,,�«..,crzri AraY #' •s*;n•y,:,:•w. x:in k�Y lari der fi �>s Vers i c;, r .. 3 �' � .,• ,c r,Rk i>ia ins ecti` avls�ge► s s ' �. , .� � s, `, om er11L s}tm" ti ~f `. 5h r�!a ti. ' r„��'.r3� ti' ���?'�'..> ,`. i d.`n,��`lx>�" •rte''` ::=z:�?'Rri.::� ,:.k�cxY��>,�>"�`:o'L'a�.r`i�.S,.'��g•,c� evi��vis 402.1.1, ;Ceiling insulation R-value. R- R '❑Complies ;See the Envelope Assemblies 402.2.1, ,❑ WoodWood '❑Does Not ;table for values. 402.2.2, ;❑ Steel ;❑ Steel 402.2.6 ; ❑Not Observable ! [Fl1]1 ;❑Not Applicable ' 303.1.1.1,:Ceilinginsulation installed per 303.2 P �u a,, "� ❑Complies manufacturer's instructions. [FI2]1 ;Blown insulation marked eve ry , � ❑Does Not 300 ft2. ❑Not Observable 1 ❑Not Applicable ; s -;02� MVented attics with air permeable ❑Com lie insulation include baffle adjacent -snk, ~,< ,,4N ��'h„ ❑ � , :- ~ Does Not `�5 � to soffit and eave vents that � 1a < �extends over insulation. � � • � ❑Not Observable , ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ; [FI3]1 insulation L-R-value of the ;❑Does Not 1 ;adjacent assembly. ; :❑Not Observable , 1 1 , ❑Not Applicable 1 , t 1 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ; [FI17]1 !ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=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. ; 403.3.3 !,Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F[27]1 determine air leakage with ftz ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a ; ; ❑Not Observable ;pressure differential of 0.1 inch ;❑Not Applicable ; ;w.g.across the system including ; 1 I i ,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. ; 403.3.2.1 ;Air handler leakage designated .� sn", .� El c �, " ❑complies [F124]1 ;by manufacturer at<=2%of � �* �^ ��f ,.'�;��,r-.~` I`,' oes Not , ;design airflow. :.w ', ` *• `_. va. f ❑Not Observable I ❑Not Applicable 4U32; Programmable thermostats * Com lies gtF- � ❑ [E91 �installed for control of primary "'. „'x ❑Doe shot .f ��, ;. x heating and cooling systems and -y«}r �; ,, '' ,, �01P initially set by manufacturer ❑❑Not Observable �y, Not Applicable code specifications. � � . ,., - pp 4'03-” t <~ A,2�' ,Heat pump thermostat installed ,`��;}'�.���?� �q ,;'� "���'� ;���� ❑Complies JF[ Q] 01 'fon heat pumps. � :�° .rte ❑Does Not ekt•:. s ;iy�,L ❑Not Observable ; •���xP� <� �',���s�#;`'.__'�'«�.� ❑Not Applicable , O'3:a1F�5�+ Circulatina service hot water r � ' ' .�* 7 ;x$❑Com lies tnc J L` fS,L"C's+'ON"i MA �+rv`� 4 , LY'a .'�,'`5 p ; jF�II� ]< systems have automatic or �� e . ❑Does Not � Y s ,accessible manual controls. � Mr�. VAR ` ' ka ❑Not Observable ❑Not Applicable f 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) M3 Low Impact(Tier 3) Project Title: Report date: 01/22/20 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\300 Corey Creek Rd\300 Corey Creek Page 8 of10 Ln_01222020.rck ` . , pst '7�r7�� IC ctild a�ml, 61251R, fans not part of tested and list d HVAC equipment meet efficacy I N, E]Not Observable Ilow limits. EINot Applicable ies Compi ,YE,i Hot water boilers supplying heat Pit ,31215, through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water temperature based on outdoor 4 IN! 'Heated water circulation systems ElComplies TA ('VIRR� :N have a circulation pump.The ONot Observable E]Does Not system return pipe is a dedicated return pipe or a cold water supply Nf q%sia',T []Not Applicable pipe M. Gravity and thermos- syphon circulation systems are 01 not present.Controls for W circulating hot water system pumps start the pump with signal for hot water demand within the IN In occupancy.Controls automatically turn off the pump when water is in circulation loop d- -point temperature allu is at set no demand for hot water,exists. Electric heat trace systems Complies with FEE 515.1 or UL E]Does Not 515.Controls automatically adjust the energy input to the E]Not Observable heat tracing to maintain the []Not Applicable desired water temperature in-the ElComplies Water distribution systems that M have recirculation pumps that E]Does Not A. pump water from a heated water IeQ,'M� EINot Observable supply pipe back to the heated - X. Q'S�klwq S, EINot Applicable water source through a cold VAI 6 water supply pipe have a `4, 1 TO Np demand recirculation water ..A' Ifff­ 9 sy stem. umps have controls that manage operation of the pump and limit the temperature M cold IS of the water entering the OComplies L46 ­,Drsatin water heat recovery units ��gr' ed in accordance with CSA E]Does Not -side EINot Observable B55.1.Potable water pressure loss of drain water heat individual units connected to one AM;14 9 31 ..or two showers.Potable water- side pressure loss of drain water F'T A14V heat recovery units< 2 psi for I All individual units connected to three or more showers. 404.1 ;75%of lamps in permanent 4 :fixtures or 75%of permanent 'A. �fixtures have high efficacy lamps. X, E]Not Observable Does not apply to low-voltage :lighting. ONot Applicable 404MT%M'Fuel gas lighting systems have E]Not Observable One Medium Impact(Tier 2) Low mpact(T er 3) ProjectTitl e: Report date: 01/22/20 Data filenarne: F:\Energy Rating Service\#Rern Files\Sligo\300 Corey Creek Rd\300 Corey Creek Page 9oylO Ln_01222020.nck ` . . IN W Compliance certificate posted. -lComplies E]Does Not E]Not Observable EINot Applicable �10 tIBNO Manufacturer manuals for Complies h I a[and water heating :V'R,0�8j2,systems have been provided. EINot Observable Ohlot Applicable USSR I`V AdditionaKCommants/Assumptions: 1 High Impact(Tier 1) ,f�Mediumlmpact(Tier 2) Low impact(Tier 3) ' ` � Project Title: Report date: 0I/22/20 Data filename: F:\Energy Rating 5crvice\#Remn Fi|es\6Ugo\300 Corey Creek Rd\3O0 Corey Creek Page lO of 10 Ln_01223020.rck rye tuluv�,-M dum and ductwork testing required. must provide Manuals D, i and S as per NYS Energy Code DAT-C) _L-2�7 la� r1-1:cmTcAL r!f,"ccm,,i Ptrquirmi 'Y'�I'»!'LD1PEF,,'Vtl� NT AT 8/-'M '10 4FM FOR THE F01-INAT10,11 - 7A'0 REQUIRED I FORA POURED COI ICRIETE 2. ROUG11-I - FRi''1,111111Y1.7 PK PLU,1,12:12 L 3. INSULATIONj ,­'Fn 4. FINAL - CGINICTRUCTION MUST G o BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL V EET THE REQUIRENIENTS OF THE CODES OF NEW NOTE: YORK STATE. NOT RESPONSIBLE FOR TH15 PROJECT COMPLIES WITH THE NEW YORK 5TATE UNIFORM FIRE PREVENTION AND BUILDING CODE,AND 2016 UNIFORM CODE 5UPPLEMENT DESIGN OR CONSTRUCTION ERRORS. 2015 I.R.G AND ALL OTHER PUBLIGATION5 INCORPORATED BY REFERENCE IN Iq NYGRR PART 1219 THROUGH 1221. COMIPLY WITH ALL CODES OF- j====== 4- NE-W YORK STATE & TOWN CODES AS REQUIREDDrn0j7S-0F PL j;v0 0 E R TIFICA TION SO HOLD TOVt'N ZBA - �_ L, I iJEAD CONTENT BEFORE _KATE OF OCCUPANCY SOOT Mi PLANNING BOARD 30LDER USED IN WATER W" SO OLD TOWN TRUSTEES J��)PL S YS TEM CA NNO T I N05 : E)'�CEEL)2110 OF 1% L EA,D, I I ® PLUMBING ALL PLUMBING WASTE RETAIN STORM WATER RUNOFF &wATF R Ll i �')1.1 E ED PURSUANT TO CHAPTER 236 COVERING z OF THE TOWN CODE. TITLE5H7 DO NOT PROCEED WITH FRAMING UNTIL SURVEY 5 -10 Rc OF FOUNDATION LOCATION ,HAS BEEN APPROVED. L E V A T I CN5 cl REQUIREMENTS T9 IDENTIFY THE U5E OF TRU55 TYPE GON5TRUGTION CUN:� ATICN FLAN r;) ETAIL5 PRE-ENGINEERED HOOP GON5TRUGTION AND/OR TIMBER CONSTRUCTION�= 0 029 SECTION 1265.4 516N OR SYMBOL OF (A) EACH NEW RESIDENTIAL 5TPUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EX15TIN6 RE51DENTAIL f= LOCR FLAN 5ECTI ON A 1$ 5 STRUCTURE THAT UTILIZES TRU55 TYPE GON5TRUCTION,PRE-ENGINEERED HOOD CON5TRUGTION AND/OR TIMBER GON5TRUGTION SHALL BE IDENTIFIED BY A 516N OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF TH15 PART. (13) THE 516N OR 5YME30- REQUIRED BY TH15 PART SHALL BE AFFIXED TO THE ELECTRIC E30X ATTACHED TO THE EXTERIOR OF THE RESIDENTIAL 5TRUGTURE;PROVIDED HOWEVER,THAT: f (1) IF AFFIXING THE 516N OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC,BOX, 5 RCCfE: FLAN I$ R I 5F= fR I AORA�vl OR IF THE UTILITY PROVIDING ELE(TRIG 5ERVIGE TO THE RE-51DENTIAL STRUCTURE POE5 NOT ALLOW THE 516N OR 5YMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE 516N OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR HALL OF THE RESIDENTIAL 5TRUGTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECITRIG BOX;AND (2) IF NO ELECTRIC BOX 15 ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE 6 5HEAR�NALL :;) ETAL5 AUTHORITY HAVING JUR15DIGTION,THE ELECTRIC BOX ATTAG14ED TO THE EXTERIOR OF THE BUILDING 15 NOT LOCATED IN A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIR5T RE5PONDER5 RE5PONDIN6 TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL 5TRUGTURE,THE 516N OR 5YMBOL REQUIRED BY TH15 PART 5HALL BE AFFIXED TO THE EXTERIOR OF THE RESIDENTIAL 5TRUGTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURI50IGTION A5 A NA I L I LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER NO 5CeHE :� ULE EMERGENCY AT THE RE51DENTIAL 5TRUGTURE. (G) THE 516N OR 5YMBOL REQUIRED BY TH15 PART SHALL BE AFFIXED PRIOR TO THE 1550ANGE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JUR15DIGTION SHALL NOT 155UE A CERTIFICATE O RAL I OF OGGUPANGY OR CERTIFIGATE OF COMPLIANCE UNTIL THE 516N OR SYMBOL REQUIRE[? BY TH15 PART SHALL HAVE BEEN AFFIXED. NO —TE75 L5 (0) THE PROPERTY OWNER 5HALL BE RE5PON51BLE FOR MAINTAINING THE 516N OR SYMBOL REQUIRED BY TH15 PART AND SHALL PROMPTLY REPLACE ANY 5UGH 516N OR 5YMBOL THAT 15 AFFIXED TO AN ELECTRIC BOX WHEN ANY CHANGE OR MODIFICATION 15 MADE TO 5UGH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLAGE THE 516N OR 5YMBOL REQUIRED BY TH15 PART IF 5UGH 516N OF,5YMBOL 15 REMOVED OR BECOMES DAMAGED,FADED, WORN OR OTHERWISE LE55 GON5PI600U5 To FIREFIC+TER5 OR OTHER FIRST RE5PONDER5 RESPONDING THE A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL 5TRUGTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY OF THE 516N OR SYMBOL REQUIRED BY TH15 PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OB5TRUGTION THAT MAY HIDE OR 055GURE 5UGH 5Ic7N OR 5YMBOL OR OTHERWISE CAU5E SUCH 516N OR 5YMBOL TO BE LE55 GON5PI000U5 IY� La TO FIREFIGHTERS OR 0114ER FIRST RE5PONDER5 RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL 5TRUGTURE- (E)THE 516N OR 5YMBOL INDICATING OF TRU55 TYPE GON5TRUGTION,PRE-ENGINEERED HOOD GON5TRUGTION AND/OR TIMBER GON5TRUGTION SHALL COMPLY-AITH THE REQUIREMENTS OF TH15 9JBDIV1510N. (1) THE 516N OR SYMBOL SHALL GON515T w OF A GIRGLE 51X INCHE5(152.4rrn) IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.1mm). THE BACKGROUND T_ OF THE 516N OR 5YMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND GONTENT5 SHALL BE REFLECTIVE RED IN COLOR,CONFORMING-0 PANTONE MATCHING 5Y5TEM (PM5) #01. (2) THE 516N OR 5YMBOL SHALL BE OF STURDY,NON-FADING,HEATHER RE515TANT MATERIAL;PROVIDED,HOWEVER, THAT A 516N OR 5YMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER OR DECAL. (5) THE 516N OR 5YMBOL SHALL CONTAIN AN ALPHA13ETIG GON5TRUGTION TYPE DESIGNATION TO INDICATE THE CON5TRUGTION TYPE OF THE RESIDENTIAL 5TRUGTURE,A5 FOLLOWS: (1) IF THE RE51DENTIAL5-RXTURE 15 5UI3JEGT TO THE PROVI510N5 OF THE RGNY5,THE CON5TRUGTION TYPE DESIGNATION SHALL BE 'V' AND H1 (11) IF THE RE51DENTIAL 5rRUGTURE 15 5U5JEGT TO THE PROV15I0N5 OF THE BGNY5,THE GON5TRUGTION TYPE Z< DESIGNATION SHALL BET', "11", '111","IV",OR "V" TO INDICATE THE GON5TRUCTION CLA551FIGATION OF THE _j 5TRUGTURE UNDER SECTION 6902 OF THE BGNY5. y iz t- (4) THE 516N OR 5YMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOGATION5(5) GONTAININ 6 TRU55 TYPE GON5TRUGTION,PRE-ENGINEERED HOOD GON5TRUGTION AND/OR TIMBER GON5TRUGTION 5TRUGIVRAL GOMPONENT5 A5 FOLLOWS: (1) T" SHALL MEAN FLOOD FRAMING INCLUDING 61RDER5 AND BEAM5; (11) "R" SHALL MEAN ROOF FRAMING;AND (111) "FR" SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. (5) THE GON5TRUGTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'GLOGK P051TION OF THE 516N Ov q) OR 5YMBOL,OVER THE LOGATICN DE51GNATION,HHIGH 5HALL BE PLACED AT THE 51X O'GLOGK P051TION OF THE 516N OR 5YMBOL. o 43 to ROOF FLOOR c; w z V V m Q W z z V -A 0 tu F K 0LU ROOF AND FLOOR th z < z BUILDING IN5PEGTOR WILL VERIFY IN5TALLTION OF 516N 5YMBOL DURING FINAL IN5PEGTION. O Q tu () W tu z tu < DH& NO GRIGKET NOTE QGEDAR IMPRE5510N5 EXTEND CHIMNEY _ RIDGE HEIGHT CONTINUOUS RIDGE VENT N HEIGHT AS NOTED ON PLANS 4 ROOF OVER ROOF 2"x 6" RIDGE- GONTINUOU5 RIDGE VENT 211x 6" R.R. ® 16" O.G. 1/2 PLYWOOD SHEATHING 12 CONTINUOUS RIDGE VENT #I5 FELT ASPHALT 5HINGLE5 A5 5ELEGTED BY OWNER - - 5PHALT PROVIDE VENTING IN ROOF OVER ROOF SPHALT GRIGKET I 5HIN6LE5 SHINGLE 12 I ��J A5PHALT - - SHINGLES 8 12 8 ICE SHIELD ICE SHIELD �� ICE SHIELD ICE SHIELD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12 12 GLC. HT 8 — — GLC. HT Q -ms m N WIN. HT -O' '-0" HIN_HT -0.. — — '-0 II II I I I I II I I i I I III GEDAR IMPRE5510N5 oLIL GEDAR IMPRE55ION5 JLQ rrVINYL 5IDIN6 36" RAILING Q LA u --7LLLLLI LL LLMLL la �� IN. L�@21.0' 11-11 1=1N_FL� 21.0' - - — — — — LiLLLLLIL z Q O E 0 N I ; NOTE I I I I I I Q I I III I lil ISL-��� I } — � I I II I II ALL LUMBER THAT GOME5 IN GONTAGT WITH — — — 6> x 8 GONG FOOTING GONGRETE SHALL BE A.G.Q. LUMBER. I I I I — — — — — — — — — — — — I LLQ 1 �J J I I SEAL Io" 4" 50NO TUBE T ELON�o>" I I I A Cy� I i t I I I N.K. — —FIN. r-L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ AND 4"-b" ABOVE GRADE _ Gj ��, h�, C), - - - - - - - - - - - - - - - 16" x8" GONG FOOTING - - - - - —I� - - - - - � �- - - - - - - - - - - " U —16" x8" GONG FOOTING - - - - - - - - - - - - - - - - - - - - - - �` .. .✓ � 02'ROP05EP FRONT r C-1/ TION PRO '05EP LEFT SIVE �L���TIO� OFr!.6.�`t��sl . 1/411= 11- O" 11411= 11- oilm , NOTE ICE 5HIELD TO EXTEND FROM ROOF EDGE TO A MIN. OF 24" INSIDE OF EXTERIOR HALL LINE m RICKET CONTINUOUS RIDGE VENT RIDGE HEIGHT (� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1" Q I v- CONTINUOUS RIDGE VENT L . PHALT � v Iia V5:H1Nr-LE5 12 ASPHALT V� �2 SHINGLE W ICE SHIELD ICE SHIELD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W Z GLG_HT J HIN_HT } Z J 11.1 NX ■ Ll J lY VINYL 5IDIN6 \ \ VINYL SIDING Q Q O v � o � \ � VINYL 5IDIN6 36" RAILING ~ FIN_FL ® 21.0' z0 J W 7- GRADE GRADE GRADEGRADE Z O tu - - - - - - - - - - 16 x8 GONGFOOTING I I I Q F v w _ — — - - - - - - - - - - - - „ „ - - - - - - - - � I I I II 4 x 4 P05T ANGHORED ON 1j) d 10"(P 50NO TUBE BELOW GRADE I I I I I I I I I I } Z �J \ AND 4"-6"ABOVE GRADEfu I I I I I I I I I ( O I6" x8" GONG FOOTING - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — --- w w 111 z T N FROPOSEP REAR ELEN/AT I Oil ''' ° o � nQ oN 1�1�0P05E1'� 16HT S I OE �L�1/AT I Oil - 1/411= 11- O" 1/411= I'- O" DHC No a SYMBOL BOL LWEND NOTEI I. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS AND NEW GONSTRUGTION P05T5 ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND TO BE REMOVED STAIR WELL OPENING. 2. ALL 5TRUGTURAL GOL'5 THAT 5UPPORT ANY HEADER5 EXIST'G STRUCTURE L.Y.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO FOUNDATION, FT6'5, AND OTHER 5TRUGTURAL l0'-3" 23'-I0" 8'-0" 1414" °< NEW CONCRETE 61RDER5 OR HEADER5 A5 NEGE55ARY. 4" x 4" POST ANCHORED ON SEGMENTED SHEAR WALL 5. ALL PLYWOOD 5HEATHING SHALL BE GONTINUOUS 10 SONO TUBE BELOW FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY GRADE 5EGONDARY ROOF 5Y5TEM5, GARA&E5, bR COVERED NOTE: AND 4"-6" ABOVE GRADE DESIGNATES DETAIL VIEW PORGH'5. (ETG) SMOKE DETECTOR t CLOTHES DRYER VENTIN6 NOTE — CARBON MANOXIDE DETEGTOR DRYER TO BE VENTED TO THE EXTERIOR _ _ _ �- DESIGNATES SHEET NUMBER TO BE HARDWIRED WALL OF DWELLING AND SHALL COMPLY A X- # 4 INTERCONNECTED WITH RMI502. 4 (2) 2"x 8"HDR — — 7 - - DESIGNATES 5EGTION VIEW ® ® IIS SII o X `:,y HOLD DN — — — — SILVER LIN 2030 SLIDE — — — — — — — — SILVER LIN 2030 SLIDE N 2"x a" NAILER HOLD DN. # — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DESIGNATE SHEET NUMBER - - - - - - - - - _ I--, - - - - - - - - = - - - - - - - - — — — — — — — — — —— �b" G NG.FOUNDATION WALL — — — — — — — — NOTE I I6" x 8"GONG.FT . NOTE: 3'-8" 12'-I" I'-4" 111-51. I'-4" =r DOUBLE ALL FLOOR JOISTS I I R, ALL LUMBER THAT GOME5 IN GONTAGT WITH I I UNDER PARTITIONS ABOVE. I z CONCRETE SHALL BE A.G.Q. LUMBER. v DOUBLE ALL FLOOR JOISTS o I AND TRIMMERS AROUND HANDRAIL p �I R-30 INSULATI N IN FL.JT5 STAIR WELL OPENING. XUP � ® Jr— o I I CELLARHOLD DN.I 12' o" 4 1 HOLD DN, m u-' a'-0"GL6.HT. m m -i 0 — tr ® — ELEC. - — — NrOR STATE L GT GAL OU I M NTS . , I I IreI I DET. - - - O K WILL COMPLY WITH THE RE51 DENTI AL CODE OF NEW YORK STATE 2010 I I m ` ELEGT�'.I GSL W R Iz CHAPTER 55 THROUGH -42 > I " n n " I � " n n " LX- ENER5Y STAR >" ABEL 1� HOMF.S I 13- 2_x 12 GIRDE I_ - - 3-_2 x 12 IR_DE e 3 2 x 12 GIRDER 3-2-x 12 61RDE_R� -I _ _ I 1 1 v 3-2"x 12" C71RDER OUI)ELINES ry I I L — L — J L — J L — J L — J I I I I N SEAL --\ 24" 24" x 12" I I I I QED 3C GONG FTG (TYP) I ��� N K GOOLIN6 EQUIPMENT A/C 14 SEER/12 EER I W/ 3" 5TE L COLUMN I I I y \ (MINIMUM) HEAT PUMP 14 5EER/12 EER 8.5 H5PF �I I I UNEXCAVATED Q Y. COOLING 4" GONG.SLAB OVER BAGKFILL EQUIPMENT ENERGY STAR QUALIFIED 6A5 FURNACE q0 AFUE;OR I I I- I 7 I s' >-`n % GOMPAGTION.MATERIAL® q5 0 ' (MINIMUM) ENERGY STAR QUALIFIED 6A5 OR OIL BOILER 85 AFUE;OR R-30 INSULATION IN FL.JT5 ENERGY STAR QUALIFIED a.5 HSPF HEAT PUMP;OR O I `? �? N p 2 � es ,.) 0 6 ® �I o Q m I I I T'T� OIL FURNACE 85 AFUE O I N = �n THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE z Lu DUCTWORK LEAKAGE MAXIMUM: 6 GFM25/100 50.FT.OF CONDITIONED FLOOR AREA, m m X INSULATION MINIMUM: R-8 IN UNCONDITIONED 5PAGE5 ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPA55 CHEGKL15T _ Ni FLAT CEILINGS(MINIMUM) R-38(R-30 WITH RAISED HEEL TRU55 OR EQUIVALENT) I I 28'-0" 6 20'-8" _ I g- 4 VAULTED GEILIN65(MINIMUM) R-30 (LIMITED TO 500 sq.ft.OF GEILIN6 AREA) 1 WALLS (MINIMUM) R-13 I i`fi - - - - - - - - - - - - L - - - - - - -I m FLOOR(MINIMUM) R-Iq I � - - -- - - - - - - - - - - - - - - - - - - - - -- ,,• 2"x8" NAILER � � \\\ - - — I � BASEMENT OR GRAWL5PACE WALLS(MIINIMUM) R-IO CONTINUOUS OR R-13 GAVITY r r HOLD DN — — — — — — — — — — — — — — — — — — — — — — — — — — — 'z O 'zo — — — — — — — — — — — — — � a � N I N7HOLD DN. N 5LAE3 EDGE (MINIMUM) R-10 FOR 2 FEET MINIMUM 0 I NOTE: N I N ® N ® AS PER N.Y.5 RE51DENTIAL BUILDIN6 CODE CHAPTER 14: ,�\ (2)2"xb'HDR 4"x4" P05T W/ -� WINDOWS(MAXIMUM) U-FAGTOR WINDOWS<.35 AND ANY 5HG5;5KYLI6HT5�,60 AND< ANY I 5EGTION MI401.3 SIZING: —— — —— 10"0 x 36" BELOW 6RADE (� SHGG I B SED ON BUI DING LOADS CALCULATED TED IN SIZED GONG.FTG. I- — — — — — — WATER HEATER EF(MINIMUM) 6A5 OR OIL: 40 GAL=0.61/50 GAL=5gl15 GAL=0.54 ACCORDANCE WITH ALGA MANUAL J. L — — — — — — ; GLOTHES DRYER VENTING NOTE OR: IN5TANTANEOU5 WATER HEATER OR INDIREGT-FIRED 5TORA6E TANK WITH — — — — — — - DRYER TO BE VENTED TO THE EXTERIOR BOR L — — — — — — J WALL OF DWELLING AND SHALL COMPLY WITH RMI502. LIGHTING AND APPLIANGES 500 kWh OR 650 kWh 5AVIN65 REQUIRED FOR ALL NYE5LH _ _ _ _ _ _ _ _ _ _ _ _ _ _2q'-4"_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — 20'-0" — — — — — — — — 2'-4" 8'-O" 2'-4" ELECTRICAL kWh 5AVIN65 Ir 7 MEGHANIGAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE IN5TALLED 4q'-4" 12'-8" m tu AGGORDIN6 TO NYE5LH TECHNICAL SPECIFICATIONS 62'-0" v GOMBUSTION SAFETY TE5TIN6 REQUIRED FOR ALL NYE5LH(SEE NYE5LH TEGHNICAL 5PEGIFIGATIONS) FIR57 FLOODFROPOSEPOV NPA �I O� PLAN A U ATTACHMENT OPT ON5 j"'� 114"= 1'- O" 4 0 "51MP50N"H005 OR "51MP50N"PHD5 2-Ibd COMMON "51MP50N" _ NAILS® b'O.G. 2-Ibd COMMON 5THDI41ZJ �I 2"xb" R.R.0 I6" O.G. W FOR FULL LENGTH NAILS® 6 O.G. 12"BEARING ON ®�T G O I �N G T O N � TA I �5 Z S OF STUD FOR FULL LENGTH CONCRETE WALL FOR WALL STUD 3-Iod COMMON 0 Y F r W w — BLOGKIN6® NOTE 2"xb"DEGKIN6 DECORATIVE MOLDING W - BLOCKING® ENDWA 5/8"A.B.® 45"O.G.WIFILLER STRIP 6-Sd COMMION } TI I ENDWALL / LL v } Z 3"XYX 1/4"PLATE WASHER i ALL LUMBER THAT GOME5 IN GONTAGT WITH HEADER AS Z /l f� CONGRETE SHALL BE A.G.Q. LUMBER. 14-I6d COMMON NAILS NOTED ON PAN5 2-2"xlO" HEADER } U j (BEAM) 6-ad COMMION DECORATIVE MOLDING W J Q/ 2"xb"51H PLATE 0 ° CONCRETE WALL ° ° ° ° \\ o ° REBAR ' ' FILLER STRIP 3-10d COMMON PORCH COL. TO HDR. d° I ° ° d ROOF CONNECTION o o ° ° d° 14-I6d COMMON NAILS AG4 S1R0 6-T n1 d N m 5/8"m THREADED ROD EMBEDDED 4 3 ° POSTING AS NOTED 2"►/�� FOR HOLD-DOWN ANGHOR 12 1/2 INTO CONCRETE ° ?�NGHOR (POST) 6 i x x FLOOR JT5® I6 O.G. 5/8XI2 AIR ANCHOR BOLT SPECIFICATION ON PLAN PORCH GOL 5 TO HDR. 2-2" a' HEADER �4� c; � MIN.5.5"EMBEDMENT \',L��� CONNECTOR 4' x 4" P05T ANCHORED ON z — SET IN AGRYLIG TIE _ a , ADHESIVE(AT) "���' 12"MAX 12"MAX to"� x 36"' FTG.BELOW GRADE �'y�N. '� b" MIN b" MIN 14-I6d COMMON NAILS AND 4"-b"' ABOVE GRADE (BEAM) /Q '51MP50N" x z . • 4" x 4" P05T ANCHORED IN 6-ad GOMMION Z Z 8" x 36"FTG.BELOW 2-Ibd COMMON STHDI4RJ z '� ' GRADE — — NAIL - a AB P05T BASE BY 51MP50N 0 AND 4"-6" ABOVE GRADE —I O O N RIM JOIST S® b"O.G. FOR LEN DLL GTH �� m 11 5n 12" BEARING ONV • b-bd GOMMION w � 0(1-71 -I WALL STUD 14-I6d COMMON NAILS ' SAIG(PR50N STRONG-TIE a AB P05T BASE BY 5IMP50N PORCH DETAIL TO HDR. 4 Q � 0 1'-0" 3-g "51MP50N"HDQB OR ANCHOR BOLT® 36"O.G.FOR 2 STORY (POST) Z J - "51MP50N"PHDb "ANCHOR BOLT®l2"O.G.FOR I STORY POST W/ FTG. CONNECTION Z a 2-I6d COMMON J"ANCHOR BOLT® 5l"O.G.FOR 5LAB ON 6RADE NAILS® b"O.G. O 0 FOR FULL LENGTH J"ANGHOR BOLT® 23"O.G.FOR 2 STORY FOUNDATION ANGHORAOE DETAIL. � , OF STUD " n 2"xb" DEGKIN6 V 1tu - PL�N VIEW \\ ONE#4 ANCHOR BOLT® 46 O.G.FOR I STORY DECORATIVE MOLDING O V Q \ p 00. REBAR OR J"ANCHOR BOLT® 36"O.G.FOR 5LAB ON 6RADE 2"xb" DECKING ~ °° S51mp5on Strong-Tle (A5 PER WFGM TABLE 3.2G) ° ° °° d n n n z - Z ° 2 x 6 FLOOR JT5® I6 O.G. � j�J � � � C" ANCHOR BOLT® 3b"O.G.FOR 1-3 STORIES ° I.MIN.�"EMBEDMENT INTO CONCRETE 6-&d GOMMION O Z � � � < I ° ° ° ° w/3"SQUARE WASHERS AND END NUT 5ETUP 0 _j —l � Q I.'MIN.-I" EMBEDMENT INTO GONGRETE d ° • Ci — w/3" 5QUARE WA5HER5 AND END NUT SETUP ° ° ° 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR 1/2° LAG.BOLT FILLER STRIP 3-lOd COMMON 2.ANCHOR NOTED HEREIN,ARE NOT TO BE USED FOR 112-0� ° OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 1 ® 24"O.G. DW6 NO d OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 �"�� � d ° T EGo'S 3. 1 -ANCHOR BOLT 15 TO BE LOCATED BETH^IEEN b"MIN. 30 / 3.1-ANCHOR BOLT 15 TO BE LOCATED BETWEEN b"MIN. ° =s �.;..• `� TO 12 "MAX.FROM EN05 OR GORNER5 �! ° TO 12 " MAX.FROM END5 OR CORNERS 2 MINI ��` a 4.GONG.BLOGK TO BE FILLED SOLID® ANCHOR BOLTS. 7/8"(PTHREADED ROD EMBEDDED 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 51DEG '- /8)" ANCHOR STORY HOUSE) PORCH COL'S TO HDR., LT ANY ROOF PITCH?:12 OR 6REATER CONSTITUTES AN ADDITIONAL STORY 12 1/2" INTO GONGREIE � R FLJ TO DWELLING ® 4'O.G.(TWO CONNECTOR 62'-O" NOTE! 10'-2" II'-3" IS'-q° ALL EXTERIOR WALL5 BEHIND TUBS NOTE! SHOWERS SHALL BE INSULATED NOTE: FINISHED WITH GYP BD. BEFORE SMOKE DETEGTOR 4 I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND INSTALLATION OF FIXTURES. ARBON MANOXIDE DETECTOR P05T5 ABOVE. TO BE HARDWIRED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND d INTERGONNEGTED STAIR WELL OPENING. A 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 4 3-0 NOTE! L.V.L., 61RDER5, ETG. SHALL BE SUPPORTED DOWN TO SHEARWAL 7ARKALrFOUNDATION, FT6'5, AND OTHER 5TRUGTURAL 12"OVERHAN2" x b" EKIN6 ATTIG ACCESS MUST BE BACKED 61RDER5 OR HEADERS A5 NEGE55ARY. - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - — WITHR-10 RIGID INSULATION. 3. ALL PLYWOODSHEATHIN65HALLBEGONTIN000S ® ® ® © 5 FROM 51LL PLATE TO TOP OF TOP PLATE,BEHIND ANY (2) 2" x 10"HDR SECONDARY ROOF SYSTEMS, GARA6E5, OR GOVERED ' 'I o 2 2" x II D 3'-O" 2 2 x DR (2)2" x 10" HDR 3_b11 PORCH'S. (ETG) \ 151-611 101-4" SEAT r — J REF o I Q ON i 2' X 6 RIDGE '1 = I F � I / 2 X 6 R.R. ® I6 O.G. \\ SHOWER IAD u� Z55 ZZ, / 2" X 4" \ MASTER BEDROOM ® M.V. BATH 10'-0" � 12'-42 211 . ANDRAIL �Y I'Ii�V� i.��N� \ DE 9'-0"GL6.HT — — — m — — — — — �`+— — V�.T�NE �I � �o.' -' I 2 - 2 X 8 HDR. � 0 125GFM 3'-0" - - - - - � I 2" X4" ® I6" O.G. O IO — — I I I 2 - 2" X 6" NEW GONSTRUGTI ON U- 51-oll +9 ® �I I I I 2" H I DECO TURNED DO WN P05T — — — TO BE REMOVED m W 5,_0 - I I � o DI N ING ROOM _ �' I EXISVO STRUGTURE N K I TCHEN I u n'-O"GL6 .HT K \'Sio 5'-0" � I I I'-O" GL6 .HT — ® TRUE VALLEY/VAULTED GL6 a a< NEW GONGRETE 2"x 8"® Ib'O.G. \ � ELEc 4 25/�CF► I I I I 4\1I BEAD BOARD OR EQUAL ROOF RAFTERS \gyp s.D. 0 GL BATH I v x \ 4,-0„ I I ry / 12'-011 � a SEGMENTED SHEAR WALL \ - - --1 a \ -0 + I DESIONATES DETAIL VIEW 2" x 8" ® I6" O.G. IYA F4 LIN AA CAB / GEILIN6 J015T5 I i— DESIONATES SHEET NUMBER \ 3 / z _ X_ # z _ 0 = 2- 13/4" X 9 I/2" LVL I Q 0 0 — - - - - - - - _Q - - - - - - - - - - - - - - - - - - 2"x8'® Ib"0.G. _ -' � I� �i L CL �N 0ELEG.~ ROOF RAFTERS I�' N N o / HALL = x \ o DESIONATES SECTION VIEW 5�. X II> \ I N X i / A GESS q'-O" GL6. HT PET. LL� Ca z Q 4 - - - m Iw GARAC E I # O GL (V GL (V Fu =/ iq'-2" 20-CFM. DOOR 4" GONG SLAB 4 I DESIGNATES SHEET NUMBER g �>y 0 / 0 0 _ _ SEE ROOF PLAN ON SHEET 4 O�5 _ 5 \\N WALL5 AND GE L I NGS I tY ® DOUBLE GEILIN6 I /�z\ I \ o \ JOISTS,AROUND {g5LC• Q (, L I VI NC ROOM I W IJ / ATTIG AGGE55 1I-O GL6 .HT / \ I I�O \�j v I SEAL ���/ LL (D5LO. v o Q ,�� TRUE VALLEY/VAULTED G�/ I \\ I`o / \ I D�TA I L C-4 N.T.S o= I PORTICO DETAIL T1'P. i `'' �- F F ,/' K. z �/ v q'-0" GLC.HT �, ® 2' d / I \ \�'� I �� R-1q INSULATION v N \�~/ BEDROOM RUN PERPE z VAULT LINE / I \ L — \�?,y I OYER G J �� F „ X i_ a 1+ -�/ T q-O GL6. HT � . �\ w x / Iq 0 \ Wz ' s u N Pq GEILIN6 J015T5 y r p /13�"\ f'$� N q0j /13-10 \�$� I�i I x `4 Ci \ � i \�� I 01 I I\ B- 4 \ I `,,o,s I \� 2'xI10' (2)2 x 12 HDR \ IT�OP N '- �c I T R-Iq INSULATION—/ ' / / I \ / I \ / I o ® ® ® ® \ I BETWEEN GEILIN6 JOISTS I L4 (2 2 x 8 HDR (2 2 x 8 HDR = I -' \ 2-2" x 4" TOP PLATT= 2'x6' 12'xb" O = I A (2)2"x 12" HDR IL 1— - - - - - - - - I�OVERG - - - - - - \— = R� —:I Q — _L_ — � ROOFO HANG - - - 6- - - - - - - - — 1/2 GYP BD. 3'-0" N N DECK cry's 4"x4"P05T 2'-4" 2'-4" 5HEARWALL 7 NOTE I 5HEARAk L 5HEARKA1 L ATTIC AGGE55 MUST BE BACKED WITH R-10 RIGID INSULATION. 2-2" x 5"HDR G-4 (� SHEAR HAL SEE DETAILS ON SHEETS 6 8 7 m I N 2' 13'- L1YP� ATTIC INSUL6TION DETAIL � 4" q'-2" -q" 2'-4" 2'-4"q'-3" �'-I I" 8'-0" (y 2q'-4" 20'-0" 12-8"Ir `1 1 62'-0` Ir A „i F :OPOSEO FLOOR PL AN 4 �� 2- 15/4" X q I/2" LVL RIDGE (d) INSTALL 6A5 FIREPLAGE AS PER GONTINUOU5 RIDGE VENT m I/411= 11- O" MANUFAGTURER5 5PEGIFIGATION5. MUST PROVIDE INSTALLATION r Lu MANUAL ON 517E FOR BUILDING 2"x 4" COLLAR TIES ® I6" O.G. v t' INSPECTOR TO REVIEW Lu U] v 2- 13/4" X q I/2" LVL RIDGE 2" x 8" R.R @ 16" O.G. CONTINUOUS RIDGE VENT 115 FELT OOD 5HEATHIN6 m NOTE: — 2"x 4" COLLAR TIES ® 16' O.G. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS ABOVE. ASPHALT SHINGLES (AS, SELECTED BY OWNER) tO �-- 2" x 8" R.R @ 16" O.G. DOUBLE ALL FLOOR JOISTS, ®® L. 1/2" PLYWOOD 5HEATHIN6 AND TRIMMERS AROUND 2- 1 3/4" x q 1/2" HIP RAFTER #15 FELT STAIR WELL OPENING. A5PHALT 5HINOLE5 (A5 5ELECTED BY OWNER) W NUMBER DOOR SIZE DOOR TYPE AMT. 1 3068 SWING EXTERIOR 212 12 2"x 8" GEILIN6 JOISTS ® 16" O.G d 2"x 8" GEILIN6 J015T5 ® 16" O.G 2 3068 SWING 5/4 HR. S.G.F.P. I --\ Y F r 3 2668 SWING (INTERIOR) 4 12 O.H. W lT 4 3 2068 5NING (INTERIOR) 16 -� II II I II II II II II II I II II II II CONTINUOUS SOFFIT VENT 5 6068 SLIDER (EXTERIOR) 1 2- 2"x 4" TOP PLATE II II I II III II II �II II II II II II I IIII IIII II II II II Z 6 8070 O.H. GARAGE DOOR I O DOUBLE LAYER OF R-Iq INSULATION RAFTER TIES 2"x 4" 5TU05 ® 16, O.G. RUN ERPEN GULAR RAFTER TIES O 2O 0 to 1/2" PLYWOOD 5HEATHIN6 W/I/2 GYP BD 0* 2"x 4" 5TUD5 @ I6" O.G. O � r ?- DOUBLE LAYER OF . ® 5 C H D L)I. R-H INSULATION R-13 INSULATION W/ Q1 111 d VAPOR BARRIER RUN PERPENDICULAR Q 1/2" GYPSUM BOARD. 1/2 PLYWOOD 5HEATHIN6 m N SYMBOL R. O. DIM. WINDOW MODEL STYLE IMT. 3/8" SHELTER WRAP E.P.S. BOARD W/ 1/2" GYP BD — VAPOR BARRIER VINYL 51DIN6 (A5 SELECTED BY OWNER) R-13 INSULATION W/ 3/8" SHELTER WRAP E.P.5. BOARD A 3'-2 I/8" x 4'-8 7/8" * ANDERSEN 3046 D.H. 4 LIVING ROOM 4 DINING ROOM LIVING ROOM VINYL 51DING (A5 SELECTED BY OWNER) O I/2 GYPSUM BOARD. I I'-O" GL6 .HT � " B 2'-8 1/8" x 4'-8 7/8" ANDERSEN 2646 D.H. 3 1 3/4" x q 1/2" TJI FLOOR J015T5 0 I6' O.G. CL III-01 GL6 .HT O 13/4" x q I/2" TJI FLOOR JOISTS � I6' O.G. z — G 3'-O I/8" x 3'-O 7/8" ANDERSEN 210210 D.H. 1 3/4" SUB FLOOR GLUED AND NAILED O (y O 3/4" SUB FLOOR GLUED AND NAILED C) W ® 2'-4 7/8" x 2'-0 5/8" ANDERSEN A251 AWNING 1 76 Z Z © '- 11 1/8" x I'- 5/8" ANDERSEN AFFW 8006 ARCH I 6ARA6E FLOOR FI TOPS 2" x 10" RIM J015T 3'- OL 0" x 2'-0" SILVER LINE 3020 SLIDER 4 6ARA6E FLOOR J O :3 tu WINDOWS MEET EORE55 REG2UIRMENT5 (SEE CARPENTRY NOTES) BRIDGING RADE SILL 5EALER 'n O THIS WINDOW MUST BE TEMPERED SAFETY GLASS 3-2" x 12" GIRDER TERMITE SHIELD Q F- I. PROVIDE ATLEAST (I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR 51 LL SEALER EMERGENCY R-30 INSULATION Q ANCHOR BOLTS I/2" DIA x 8" LONG ® 8' oc MAX E5GAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. R510 MIN OPENING OF 5.7 50. FEET TERMITE SHIELD R-30 INSULATION • m 2- 2"x 6" AGO 51LL z Z ANCHOR BOLTS 1/2 DIA x S LONG ® 8 oc MAX Q � ( 5.0 50. FEET GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44 CELLAR OR LESS) W/ 2"x 6" AGO SILL CELLAR'Sd) GL6. HT. DAMP PROOFING MINIMUM NET HE16HT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION 1^/0 NEED 2" x 4" SILL PLATE = V-O" GL6.HT. \_5" GOL.FILLED 50LID W/ 8" GONG FOUNDATION t— FOR TOOLS) BOTTOM OF OPENIN6 @ 44" MAXIMUM A.F.F. DAMP PROOFING 24' x 24" x 12" GONG FTG. „ v Q — 16 x 8 CONCRETE FOOTING (TMP) v ,n Ld 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES 5" GONG FOUNDATION 3. ALL 14NDOW5 MUST HAVE A U-VALUE OF .35 OR LESS. I6"x 8" CONCRETE FOOTINGO to W V JE I O < tu o N DW6 NO SECTION l I EN � SECTION VIEN A 4 1/411= 11- O" 1/4"= 1'- O" �7� 5:� TILS EGRESS WELL NOTES: (1.00 THE AREA SHALL BE EXCAVATED DOWN TO TOP OF EXISTIN6 HOUSE FOOTING. THIS HAS BEEN DESIGNED TO DRAIN LEAVE 1/16" - 3/16" GAP, DIRECTLY INTO A FREE-DRAINING ROCK BED. SEE MANUFACTURER'S EGRESS NOTES: ALL BACKFILL BENEATH THE WELL SHALL BE OF " WINDOWS: WOOD I-JOIST AIL TO RECOMMENDATIONS I. WINDOW SILL HEIGHT SHALL BE NO GREATER THAT 44". FREE DRAINING ROCK TO OBTAIN THE MAXIMUM DRAINAGE DOUBLE HEADER JOIST WEB 2.MINIMUM OPENING AREA SHALL BE MIN. 5.'I S.F. VOLUME BACKER BLOCK FROM EACH 2"f METAL JOIST INSTALLED TIGHT SIDE– S.MIN. OPENING HE16HT SHALL BE 24" - PROVIDE ALL PEA GRAVEL HANGER TO BOTTOM OF TOP FLANGE EQ' 4.MINIMUM OPENIN6 WIDTH SHALL BE 20" BACKFILL AROUND WELL AND FILLER BLOCK Ea• WINDOW WELLS: DRAIN AS PER MANUFACTURER'S WOOD I-JOIST I.HORIZONTAL DIMENSIONS SHALL BE MIN.q 5.F. SPECIFICATIONS. • 2t 2. MIN. HORIZONTAL PROJECTION SHALL BE 56". • LADDERS: IGHT FIT • • I.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". PROVIDE PRE-FAB FIBERGLASS EGRESS FILLER PANEL 2. LADDER MAY ENCROACH MAX.6" INTO WELL. WEB STIFFENER 3.DISTANCE BETWEEN RUNGS MAX. 18 . �m z WELL E COVER BY WELLCRAFT. IF NECESSARY • / ' z m FOLLOW MANUFACTURER'S RECOMMENDATIONS WEB STIFFENER EACH LEAVE I/I6" - 3/I6" GAP, 4.RUN65 SHALL BE MIN. 12 WIDE AND MUST PROJECT MIN.5",MAX 6 FROM WALL. O�o FOR INSTALLATION AND DRAINAGE PROCEDURES SIDE; MAY BE GUIRED WOOD I-JOIST SEE MANUFACTURERS GRATES. FOR JOIST STABILITYRECOMMENDATIONS N ITY, , I.ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. HANGER GOMPATIBI CONFORM TO SECTION R310 OR JOIST REACTION BEARING WALL ABOVE BEARING WALL BELOW OF THE RESIDENTIAL GORE ,v PETAL OF NY STATE,FOR EMERGENCY i,/ ��T�I ESCAPE AND RESCUE OPERATIONS. NOW I-JOIST CONI iMTION N.T.S. TO WOOD I-JOIST HIM VWAIL VM STIPP0M DETAILS N.T.S. — — — WOOD I-JOIST DOUBLE-HEADER 2" X 6" 5GUA5H BLOGK5 SOLID WOOD BLOCK FILLER WINDOW WELL MIN. HORIZONTAL BACKER BLOCK INSTALLED I PROJECTION SHALL BE 36'. TIGHT TO BOTTOM OF TOP FLANGE. • HORIZONTAL DIMENSIONS SHALL • r — — ALL GRATES SHALL BE REMOVA BE MIN. q S.F. oWITHOUT SPECIAL TOOLS. EGRESS WINDOW z �t WELL 9 S.F. MIN. I m co u) u; AS PER CODE cn _j w (n w I N 0 w WOOD STAIR z EGRESS LADDER I w w ___________ GRADE CARRIAGE O - ;;�w g MIN.OPENING HEIGHT SHALL BE 24'.MINIMUM METAL FRAMING ANCHOR uj OPENING AREA SHALL BE MIN. 5.'1 5.F. &" GONG.WALL W/V X 16" AT EACH SIDE. 8" CONC. WALL W/8"X 16" I I MINIMUM OPENING WIDTH SHALL BE 2 GONG. FOOTING O � T,� CONC. FOOTING I I 3/4" RIM J015T IL DRAIN TO DRYWELL I GPX PLYWOOD EXT. GRADE STAIR CARRIA N. DETAIL N.T.S. SEAL LADDERS: INSTALL W/ FACE GRAIN HORIZONTAL I I I.PROVIDE A PERMANENTLY ATTACHED �Q�E0 RCLADDER IN HINVON HELLS H I NO GREATER THAT NDON SILL SHALL AT 4 BE2. LADDER MAY ENCROACH DEEER THAN 44". .K MAX..6' INTO WELL. 3. DISTANCE BETWEEN RUN65 MAX. IB". / *. WINDOW WELL PLAN " °�� � - 4. RUN65 SHALL BE MIN. 12 WIDE AND MUST � WOOD I-JOIST AS RIM PROJECT MIN.5",MAX 6 FROM WALL. JOIST, NAILED TO TOP PLATE r u' BELOW W/ &d NAIL5 6" O.G. /J 02 WEB STIFFENER EACH SIDE IF NECESSARY. • 1-1/4" TIMBER5TRAND L5L • OR TJ-STRAND RIM BOARD Ad • WOOD I-JOIST Pr=TA I L BEARING WALL BELOW CANT. OL'1•AIL N.T.S. m 1 Pr=TA I L v- RIM JOIST DETAIL N.T.S. (V PLACE JOISTS TOGETHER -� AND NAIL FROM EAGH 51DE m HGP HIP HGP HIP FULL LENGTH IN JOIST \, WITH 2 ROWS OF 05, NAIL5 ® 12" OG, CORNER PLATE FILLER BLOCKING o. STANCHED WHEN POS:5IBLP `Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 5T GGER ROWS FROM OPPOSITE — — — — CORNER PLATE �, � SIDES BY 6 . I I . L 17r=TAIL I DOIJ= JOIST CONSTIM471ON N.T.5. w tLI~ LL 5" THRU ROOF WATER SUPPLY P15TRIBUTION NOTE: DRAIN WA5TE $ VENT NOTE: ill 4" ABOVE ROOF I. SERVICE FOR NEW BATHROOM WILL BE TAKEN •� MATERIALS FOR DRAIN,WA5TE 4 VENT SHALL FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WA5TE 4" 2. WATER DISTRIBUTION PIPING FITTING SHALL z \ .f TABLE P3111.3 51ZE OF COMBINATION WA5TE f EXISTING VENT PIPE. COMPLY WITH R.C.O.N.Y.5.TABLE P2g045 WATER STACK DISTRIBUTION,FOR MATERIALS d TABLE P2g04.6 - \ RIDGE SUPPORT / O I PIPE FITTINGS,FOR MATERIALS. V �=2'x V@ I b"O.G. — — — tu . 2"x 5'@ I b"O.G. 2- 13/4 X q I/2 LVL RIDGE CONTINUOUS RIDGE VENTI W ROOF RAFTERS HRG CONNECTOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0--HRG CONNECTOR ROOF RAFTERS I 2" I 2' } Q Z 11/4" 51MP50N L-60(2) @ EA.51DE 1 1/4" 1 1/4' 0 / \ 1 1/2"� 3 I I 3.. -Tlu - lU I I I/2"I I I/2"I v Jo j ,O SI _ _ _ (3) 13/4" q 1/4" LVL FIRST FLOOR m x 2. 2.. ...D. 2II C.O.ELj' o\\5 �� I 3\ o tr 211z x \tz +/ I n \x (3 +9i X I m �a / I � j 1 1/2 x \ \ lu QC I 2"x 8"® Ib'O.G. 2"x 8"® Ib'O.G. _ \ I \ I WASHING I G.O. I Q t– Z II I ROOF RAFTERS I ROOF RAFTER5 \ I BASEMENT I MACHINE Z ,n -Z- - - - - -- - - - - - - - - -I- - - - - �- - - p v 111 CORNER PLATE — - - - - - - - - - - - - � — � - - - - - - - - - - - - - - - - - - - - - GORNERPLATE 4 G.I. HOUSE TRAP IN � Q lT HGP HIE' HGP HIP ROOF OVER ROOF 4" G.I. lu z � 2 p p G p �I IT w/ 5TL COVER t z I 2 x 6 RIDGE- GONTINUOU5 RIDGE FENT I– RO OSEC) ROOF PLAN`� � Z � _J 0 tu <I i 2"x 6" R.R @ 16"O.G. IL p v (n Q 1- Q N 1/2" PLYWOOD 5HEATHINO 1/411= I'- O" — #15 FELT RISER V I A(SA DWG NO ASPHALT 5HINGLE5 A5 5ELEGTED BY OWNER PROVIDE VENTING IN ROOF OVER ROOF N.T.5 8d a b" oc toed In along braced wall Roof Sheathing Attachment Requirements for Wind Loads - Exposure B TOP PLATE Three Second bust wind 90 loo 110 120 130 6" d(mPW O STRUCTURAL SHEATHING 8d COMMON NAILS a 6" O.G. ON EDGES E F E F E F E F E F ONLY Sheathing I/2 MIN. STRUCTURAL TOP PLATE g LocationRafter/Truss Spacing Maximum Nall Spacing for 8d Common Halls � : WOOD PANEL = 8d COMMON NAILS (Inches,0.02 or lOd Box Halls(Inches,a cJ a 12" O.G. ON 6 12 6 12 6 12 6 12 6 12 6" AT STUD TO FLOOR A55EMBLY TO 51LL PLATE(5)CONNECTION FIELD ONLY o Interior Zone I6 6 12 b 12 b 12 b 12 b 12 FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP SOLID BLOCKING BETWE l9.2 6 12 6 12 6 12 6 6 6 12 FOR CL OF EA.PLATE TO PLATFORM BELOW- 51MP50N HDU4-5D52.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 d COMMON NAILS® Ib"O.G. W/ 5/ " DIAM. ATR (ALL THREADED PLATES 8d COMMON ® 6" OG ALONG 24 6 12 6 12 6 b 6 6 b 12 g SOLID BLOCKING BETWEEN LEN6HT OF BRACED W4LL PANEL ROD) ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP SILL PLATE • •�� OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON ® 6" OG ALONG 12 b 12 6 12 6 12' 6 12' 6 12' LEN6HT OF BRACED WALL PANE Perimeter 16 6 12 b 12' b 12' 6 6 6 b • MIN.. USE SIMPSON SET EPDXY-TIEL Edge, Zone ANCHOR BOLTS • • HIGH 5TRENOTH EPDXY ADHESIVE g P • TO SECURE ANCHOR, DRILLS/4" 114.2 b 12' 6 12' b 6 6 b 6" 6' 3-I6616I6"0c • DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' b b 60 6 6" 6" along braced wall MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION 6able,Endwall Rake or Rake Truss w/Lookout 6" b b " b 6• 6 4 4 4 4 Block TOPERPENDICULAR RAFTER• sable Endwa I I Rake or Rake Truss w/o Rake over b 6 b b b b b b 6 b BOARD SHEATHING END S H EA RWA L L SLAB ON GRADE Rafter/truss Spacing Minimum Number of 8d Common Nails Sheathing Size (inches,oz) or IOd Box Nails per Support Ixb or 1x8 Sheathing 12-19.2 2 2 2 2 2 L L WO or Larger Sheathing 12-19 2 3 g g g g E - NAIL 5PAGIN6 AT PANEL WOES(In) F - NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in) Z 8d a 6" oc toed In O along braced wall I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET U) GABLE END ON EACH 51DE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REOUIREMENT5 SHALL BE USED. CLO JT5 2. TABULATED 12 INCH O.G.NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/`TRUSSAT 51W TO FLOOR ASSEMBLY TO STUD CONNECTION ® Ib"O.G. FRAMING MEMBERS WITH 6>0.49.FOR FRAMING MEMBERS WITH 0.42 <6<0.49 THE NAIL TOP PLATE8d a 6" oc toed in (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 6„ along braced wall 5PACIN65 SHALL BE REDUCED TO 6 INCHES O.G. SEAL D I II/2 MIN. STRUCTURAL GL6 JTS 3. TABULATED 6 INCH D.G. NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRU55 u o FOR STRAP- 3 3 d COMMON NAILS® EA.END OF STRAP FRAMING MEMBERS WITH 6>0.49 FOR FRAMING MEMBERS WITH 0.42 <6 <0.49 THE NAIL R WOOD.FANEL 8d COMMON NAILS L PLATFORM BELOW- j jzd COMMON NAILS® Ib"O.G. 5PAOINGS SHALL BE REDUCED TO 4 INCHES O.G. �[D ARCy� a 6" O.G. ON EDGES TOP PLATE 4. TABULATED 4 INCH O.G. NAIL 5PAGIN6 A55UME5 5HEATHIN6 ATTACHED TO RAFTER/TRU55 �� ONLY 6 FRAMING MEMBERS WITH 6> 0.44 FOR FRAMING MEMBERS WITH 0.42 <_6<0.49 THE NAIL 5FACINC75 SHALL BE REDUCED TO 3 INCHES O.G. 8d COMMON NAILS o 5. TABULATED NAIL 5PACIN65 ASSUME A BUILDING LOCATED IN EXPO50RE B. = 3-I6d®I6"oc ® 12" O.G. ON 8d COMMON NAILS t .. along braced wall FIELD ONLY ® 12" O.G. ON G'�g AT STUD TO FLOOR A55EMBLY TO SILL PLATEV CONNECTION51MP50N HDU4-5D52.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d GOMMON NAILS® EA.END OF STRAP W/ 5�8" DIAM. ATR (ALL THREADED 8d COMMON NAILS FOR G OF EA.PLATT=TO PLATFORM BELOW- ROD) ANCHOR, EMBEDMENT LENGTH d COMMON NAIL5® Ib O.G. _ ® 6" O.G. ON EDGES OF ANCHOR IN CONCRETE 15 10" 3-I6d®I6"oc ONLY FLOOR J015T MIN.. USE SIMPSON SET EPDXY-TIE along braced wall SILL PLATE •• HIGH 5TRENOTH EPDXY ADHESIVE 8d a 6" oc toed In AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® Ib"O.G. • '• TO SECURE ANCHOR, DRIL13/4" along braced wall (9NLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): .. •..., ANCHOR BOLTS ti DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR 5TRAP- 3 8 d COMMON NAILS®EA.END OF STRAP M ANU FAGTURER'5 INSTRUCTIONS. L PLATFORM BELOW- I Ib d COMMON NAIL5® Ib" O.G. POURED CONCRETE/ - m MASONRY FOUNDATION - 6 ry 8d COMMON NAILS a 12"O.G. ON 1/2" MIN. STRUCTURAL FIELD ONLY END SHEARWALL ON FOUNDATION = WOOD PANEL m 8d COMMON NAILS WALL 0 b" O.G. ON EDOE5 ONLY 3-I6d®I6"oc along braced wall AT 5TUD TO FLOOR 655EMBLY TO STUD CONNECTION 0 Ib"O.G. LI FLOo J015T (ONLY APPLIGIABLE FOR TWO STORY GONFIC--URATIONV: RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B .. ,, .. I Dead Load Assumptions: Roof Assembly DL= 10 psf LU SILL PLATE $, s 'FOR STRAP- 3 3 d COMMON NAILS a EA.END OF STRAP P y ••• r ••• ••• •• '•• '•••••.• L L d COMMON NAIL5® Ib"O.G. v ~ Sd ® 6" oc oed In ANCHOR BOLTS PLATFORM BELOW- j• •' ti •' 110 130 110 130 OUj along brace wall THREE SECOND GUST WIND 90 loo 90 100 SPEED (mph) (� 9 -� PGURED CONCRETE/ RooF spµ Number of 8d Common Nails or 10d Box Nails GL6 JTS Roor PITCH (+�) in each end of t-Y'x 20 gage strop 1,23,4,S,s. Required Capacity of Ridge Connection (plf) 1,2,3,4 MASONRY 99 m TOP PLATE FOUNDATION UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 12 1 2 2 3 94 133 176 224 6 P16 2 2 2 4 126 178 235 298 2 STORY BRACED WALL PANEL (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf 20 2 2 3 4 157 222 294 373 3:12 24 2 3 3 5 189 267 353 447 28 2 3 4 6 220 311 412 522 THREE SECOND GUST WIND 32 3 3 4 7 252 356 471 597 W SPEED (mph) 100 110 120 130 Z 36 3 4 5 7 283 1 400 529 671 12 1 1 2 2 79 111 145 183 4 Psusxa SPAaa Roar SPAN Number of 8d Common Nails or 10d Box Nags 16 1 2 2 3 106 147 193 244 O (x) (R) in each end of 1-Y"x 20 gage strap 1,2,3,4 20 2 2 2 4 132 184 242 305 W t= AT STUD TO FLOOR A55EMBLY TO STUD GONNEGTION ® Ib"O.G. Nall Sheathing_ and Cladding Attachment Attachment Requirem28 2 3 3 5 185 258 338 427 ents 12 1 2 2 2 4:12 24 2 2 3 4 158 221 290 366 (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): for Wind Loads - E x o s u r e 16 1 2 2 3 (� t7 20 2 2 2 3 32 2 3 4 5 211 295 387 488 FOR STRAP- 3 i3 d COMMON NAILS® EA.END OF 5TRAP 12 24 2 2 3 3 36 2 3 4 6 62 332 114 549 } Z tu FOR OF EA.PLATE TO PLATFORM ABOVE 4 ® OF EA.PLATE TO 28 2 2 3 4 12 1 1 1 2 62 87 114 144 W [� J I� 8d ® 6" oc toed to Three second 6ust wind along braced wall PLATFORM BELOW- I Ib d COMMON NAILS® Ib"O.G. (mph) 90 100 Ilo 120 13 32 2 3 3 4 16 1 1 2 2 83 115 152 192 O J � O 36 2 3 3 4 20 1 2 2 3 103 144 190 239 v O Q � sTRucTURAL skEATHIN6 5:12 24 2 2 2 3 124 173 228 287 FLOOR J015T SIMPSON HOLDDOWN W/5/6" DIAM. 12 2 2 2 28 2 2 3 4 144 202 265 335 O 13 r } 16 2 2 3 3 32 2 2 3 4 165 231 303 383 O O E F E F E F E F E F 20 36 2 3 3 5 186 260 341 431 2 2 3 ATR (ALL THREADED ROD) - 6" Stud Spacing Maximum Nail Spacing for 6d common Nails 16 24 2 3 3 4 12 1 1 1 2 57 79 103 130 Sheathing Location (Inches,o.c) or IOd Box Nails (inches,o.c) ' 28 2 3 4 5 16 1 1 2 2 76 106 138 173 8d COMMON NAILS 32 2 3 4 5 20 1 2 2 3 95 132 172 216 12 6 12 6 12 b l2 6 12 6 1.2 36 3 4 4 6 6:12 24 1 2 2 3 115 158 207 260 z0 � 6 O.G. ON EPOE5 12 2 2 3 3 28 2 2 2 4 134 185 241 303 ONLY Interior Zone 16 6 12 6 12 6 12 6 12 6 12 16 2 2 3 4 32 2 2 3 4 153 211 276 346 O 1/2" MIN. STRUCTURAL 20 2 3 4 4 J 7 36 2 2 3 4 172 237 310 389 WOOD PANEL = 8d COMMON NAILS 24 6 12 6 12 6 12 6 6 e 12' 19.2 2g 3 3 4 5 12 1 1 1 57 75 97 Z ® 12" O.G. ON 32 3 4 5 6 16 1 1 2 (2) 75 100 130 162 Z to Q FIELD ONLY 12 6 12 6 12 6 12 6 12 6 12 36 3 4 5 7 20 1 2 2 94 125 162 _ 4" EDGE ZONE 7:12-12:12 24 1 2 2 3 113 150 194 243 111­- 6 - - • 16 6 12 6 12 6 12 6 12 6 12 12 2 3 3 4 28 2 2 2 3 132 175 227 284 3-Ibd®I6" c 8 16 2 3 4 5 SIMPSON HOLDDOWN W/6�g DIAM. 32 2 2 3 4 151 200 259 324 � along braced wall 24 6 12 6 12 6 12 6 12' 6 12' 20 3 3 4 5 36 2 2 3 4 170 225 292 365 �I ATR (ALL THREADED ROD) 24 24 3 4 5 6 I. Tabulated connection re uirement5 shall be permitted to be multiplied 030 for framing not Q ANCHOR, EMBEDMENT LENGTH OF 28 3 4 5 7 q p p by g Z _ L32 3 5 6 7 located within 8 feet of building corners. th ''nn ANCHOR IN CONCRETE 15 10" MIN.. 36 4 5 6 8 2. Tabulated ridge connection loads assume buldin located In Exposure B. FLOOR J015T USE SIMPSON SET EPDXY-TIE HIGH BOARD SHEATHING or LAP SIDING 3. Tabulated connection requirements aa g re based on total uplift minus 0.6 of the roof assembly dead Q STREN6TH EPDXY ADHESIVE TO Sheathing Rafter/Truss Spacing Minimum Number of 8d Common Nalls or IOd load(ObxlOpsf). SILL PLATE ;• • 9 Size (inches,0.0 Ha1. Prescriptive limits are based on assumptions of Table 3.4 4. Tabulated connection requirements are based on a 12 "ridge strap spacing,for different ridge �•.•..•,.• SECURE ANCHOR, DRIL Box llser Su 4" DIAM. ort 2. Tabulated uplift connection requirements assume a building strap spocln95,multiply the tabulated values by the appropriate multiplier below. v HOLE FOR EPDXY. FOLLOW Ixb or Ixb Sheathing12-24 2 2 2 2 2 ocated in Exposure B. 0 ANGHOF. BOLTS P Ridge Gomectlon Spacing(InJ 12 Ib 14.2 24 48 � � 'n 1- Z I MANUFACTURER'S INSTRUCTIONS. Ix10 or Larger 5heathin 12-24 3 3 3 3 3 . Tabulated uplift connection requirements assume a roof and Multi Iter I.00 1.33 I.60 2.00 4.00 LH �J J - 0 � 7 W N AS RECUIRED p _ ceiling assembly dead load 'of 9 psf (0.60 x 15psf = 9psf). If a 5. Vhcn the tabulated number of nails required in each end of the strap is equal to I and the framing O Z v < I POURED CONCRETE/ E-Nall spacing at panel edges (in) ceiling assembly is not present or if the ceiling assembly is not is attached In accordance with Table 3.1,the ride strop and additional nallin 15 not required. J K MASONRY F - Nall spacing at Intermediate supports In the panel field (in) onneeted to the roof assembl , the tabulated number of nails g p g11 0 th < p N I. For wall sheathing within 4 ft.of the corners,the 4 ft. ermeter edge zone attachment y b. When a collar tie is used In Ileu of a ridge strap,the number of IOd nails required In each end of - FOUNDATION g p 9 hall be increased by 1 nail at each end of the strap. the collar tie need not exceed the tabulated number of bd nails in a steel strap,or the numbeir requirements shall be used. 4. Minimum ASTM A653 Grade 33 steel strap. of 12d box nails In each end of the collar tie need not exceed the toulated number of IOd box DWG NO 2. Tabulated 12 Inch. o.c.nail spacing assumes sheathing attached to stud framing members nails In a steel strap. with 6>0.4q. For framing members with 0.42<6<0.4q,the nail spacings shall be. reduced 2 STORY END WALL S H EA RWA L L to 6 Inches o.c. 7. I�" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. le 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. a 4. Tabulated nall spacing assumes a building located In Exposure B. 2C15 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.50) TABLE R602.50) - continued FASTENING 50HEDULE FA5TENINC SCHEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPAGIN6 AND 2015 I RG ITEM DESGRIP'TION OF BUILDING ELEMENTS OF FASTENER ab,c SPAGIN6 AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a}o,a LOCATION INTERNATIONAL RE5IDENTIAL GORE ROOF 14 Blocking between ceiling Joists or rafters I6d common (31/2"x 0.162") 16"o.c. face nail TABLE R602.10.3(1) to top plate BRACING REQUIREMENTS BASED ON WIND SPEED I6d box(3 I/2 x 0.135");or 12" o.c. face nail 4-8d box (2 I/2" x 0.113") or " x "nails I Blocking between ceiling Joists or rafters to top 3-8d common(2 I/2" 11 0.13r : or Toe nall EXP05URE GATE&ORY B 15 Bottom late to Joist,rim ol5t,band Joist or 3-I6d box(31/2"x 0.135) ;or 3 each I6 o.c.face nail MINIMUM TOTAL LENGTH (FEET) OF BRAGED WALL PANELS Plate 3-IOd box(3" x 0.128"): or p J J J 30- FOOT MEAN ROOF HIE6HT blocking (at brace wall panel) 2-Ibd common(3 1/2" x 0.162") ;or 2 each I6" o.c. face nall - "x 131" Is g p 4-3"x 0.131"nails 4 each 16" o.c.face nail 10- FOOT WALL HIE6HT REQUIRED ALONG EACH BRAGED WALL LINE 4-8d box(21/2" x 0.113') or 2 BRAGED WALL LINES 2 Gelling Joists to top plate 3-8d common(2 1/2" x 0.131') : or Per Joist,Toe Hall 4-5d box(2 1/2 "x 0.113") ;or 3-I0d box(3"x 0.128"): or 3-I6d box(31/2 " x 0.135") ;or ULTIMATE DESIGN BRACED WALL LINE b 016113,W�P SFB METHODS -8d (2 1/2" 131'7 common x 0. ;or Toe nail WIND SPEED STORY LOCATION SPAGIN6 - 4 (MPH) ��) METHOD LIB METHOD GB G5-WSP,GS-G, PBS,PGP,HPS, Gelling Jol5t not attached to parallel rafter, laps 4-10d box(3" x 0.128");or Face Hall I6 Top or bottom plate to stud 4-10d box(3"x 0.12b");or GS-PF 3 Fn er partitions [see Sections 8802.3.1,8802.3.2 3-I6d common(31/2" x 0.162"0;or 4-3" x 0.131"nulls BPF6,G 5FB PFH, PFG 5-SFB c dTable R802.5.1(g)l 4-3" x 0.131"nails 3-Ibd box(3 1/2 " x 0.135") ;or 2-I6d common(31/2 "x 0.1629 ;or End nail 10 4.0 4.0 2.5 2.0 Gelling joist not attached to parallel rafter 3-I0d box(3" x 0.128") ;or 20 7.0 7.0 4.0 3.5 4 Table 8802.5.1 (q) Face nail 3-3"x 0.131"nails (heel Joint)[see Sections 8802,3.1 and 8802.3.2 30 10.5 10.5 6.0 5.0 and Table R802.5.1(q)] 3-I0d box(3"x 0.128");or 17 Top plates, laps at corner s and n �� Face nail 40 13.5 13.5 8.0 6.5 2-II6d common(3 1/2 x 0.162);or 4-IOd box(3"x 0.128");or intersections 3-3" x 0.131"nails 5 Collar tie to rafter,face nail or 1 1/4" x 20 go. Face null each rafter 50 16.5 16.5 11.5 8.0 ride strop to rafter 3-I0d common(3"x 0.145");or " 60 Iq.5 Iq.5 11.5 q.5 9 P n n 3-Sd box(2 I/2 x 0.1139;or 4-3 x 0.131 Halls IS I" brace to each stud and plate Face Hall 2-Sd common (2 1/2 x 0.131 ) ; or 10 7.5 7.5 4.5 3.5 3-I6d box nails (31/2"x 0.1135");or 2-10d box(3" x 0.1289 ;or 1120 20 14.0 14.0 8.0 7.0 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 2 toe Halls on one side and I toe Wali 2 staples 13/4" 4-I0d box(3" x 0.128"); or on opposite side of each rafter or 30 20.0 20.0 11.5 q.5 4-3"x 0.131"nails truss Iq I" x 6" sheathing to each bearing 3-8d box(2 1/2"x 0.113');or 40 25.5 25.5 15.0 12.5 4-I6d (3 1/2"x 0.135') ;or 2-8d common(2 1/2"x 0.131'7 ; or Face nail 50 31.5 31.5 18.0 15.5 3-I0d common(3 1/2" x 0.1148"); or Toe Hall 2-I0d box(3"x 0.128") ;or 4-IOd box(3"x 0.128) ; or 2 st les, I"crown,Ib a.,13/4" long60 37.5 37.5 21.5 18.5 q Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nalls roof rafter to minimum 2" ridge beam 3-I6d box(3 1/2" x 0.135') ;or 3-Sd box x 0.113");or End Hall 3-5d common(2 I/2 x 0.131) ; or" 10 NP 11.0 6.5 5.5 ( 2-I6d common(3 1/2" x 0.162') ;or 20 I'x 8'and wider 5heathln to each bearing 3-I0d box(3"x 0.128") ;or 20 NP 20.5 11.5 10.0 3-I0d box(3"x 0.128") ; or g g 3 staples, I crown, Ib ga., 13/4" long Face nail 3-3 x 0.131 Halls 30 NP 2q.0 17.0 14.5 n n Wider than I' x 8" 40 NP 38.0 22.0 18.5 HALL 4-8d box(2 I/2'x 0.113); or 3-Sd common(2 I/2" x 0.131") ;or 50 NP 47.0 27.0 23.0 O 8 Stud to stud(not at braced wall panels) Ibd common (3 I/2" x 0.162'7 24" o.c.face nail 3-IOd box(3'x 0.128) ;or 60 NP 55.5 32.0 27.0 �n 10d box x-0.128>") ;or I6" o.c.face nall 4 staples, I"crown,Ib o.,13/4 " Ion �. nnails 8.5 5.0 I6d box (3 1/2 x 0.135) ;or 12"o.c.face nail FLOOR 10 4.5 4.5 2.5 2.5 q Stud to stud and abutting stud at Intersecting _ wall corneas (at braced wall panels) 3" x 0.131" nails Ib" o.c. face nail 4-8d box(2 1/2" x 0.113); or 8.5 30 12.5 12.0 7.0 6.0 Ibd common(3 1/2 x 0.1629 21 Joist to sill,top plate or girder 3-8d common (2 1/2" x 0.131") ;or Toe nail SE GD Aft 15.5 15.5 q.0 G' I6d common 3 1/2" x 0.162" Ib o.c.each edge face Hall 3-IOd box(3 x 0.128) ;or 10 Built-up header(2" to 2" header with 1/2"spacer) 3-3" x 0.131"nalls 50 Iq.5 Icl.5 11.0 cl.5 ,/ �� �,�` TE n 12 o.c.each edge, face nail C7 � �'�n`'� I6d box (3 I/2 x 0.135) g 60 23.0 23.0 13.0 11.0 Sd box(2 I/2" x 0.113') 4"oL.toe nail 5-Sd box(2 1/2" x 0.113') ;or II Continuous header to stud toe Hall 22 Rim joist ,band joist or blocking to 5111 or 8d common (2 1/2 x 0.131);or 10 8.5 8.5 5.0 4.5 r n n ' `\1 !r I.��. ) I T �y ,.K > 4-8d common(2 I/2" x 0.131") ; or g 20 16.0 16.0 q.5 8.0 `_�:� '- 4-IOd box(3" x 0.128") top plate (roof applications also) IOd box (3" x 0.128") ;or b"o.c.toe Hall � 130 '1- / 3" x 0.131" nails 12 Top plate to top plate Ibd common(3 I/2" x 0.162'7 I6"o.c.face nail 3-Sd box (2 I/2" x 0.113") ;or 30 23.0 23.0 138 11.5 ��T 02 Q �' „ n IOd box(3 x 0.128) ;or 12" o.c.face nall 23 1 x 6 subfloor or less to each Joist 2-8d common (2 1/2" x 0.131") ;or face nail 40 30.0 30.0 17.5 15.0 nnolls 3-IOd box (3" x 0.128") ;or 50 37.0 37.0 21.5 18.0 Double top plate splice for 5005 A-02 with 8-I6d common (3 1/2" x 0.162") ;or 2 staples, I"crown, Ib ga., 13/4" long 60 44.0 44.0 25.0 21.5 seismic braced wall line spacing <25' 12-I6d box (3 1/2" x 0.135') ;or face nail on each side of end Joint 13 12-I0d box (3"x 0.128') ;or (minimum 24" lap splice length each 24 2' subfloor to jol5t or girder 3-Ibd box (3 I/2" x 0.135") ;or Blind and face nail 12-3"x 0.131"nails side of end Joint) 2-I6d common (3 1/2" x 0.162") 10 NP 13.0 7.5 6.5 Double top plate splice SDGs DO,01,or D2; 12-Ibd(3/12 x 0135") 20 NP 24.0 13.5 11.5 and braced- wall line spacing >25' 30 NP 34.5 Iq.5 17.0 25 2 planks (plank d beam -floor 4 roof) 3-I6d box(3 I/2 x 0.135)„ ;or At each bearing,face Hall 2-I6d common (3 1/2" x 0.162') 40 NP 44.5 25.5 22.0 50 NP 55.0 31.5 26.5 3-I6d common (3 I/2" x 0.162"9 60 NP 65.0 37.5 31.5 26 Band or rim Jol5t to jol5t 4-I0d box (3"x 0.128'7 ;or End nail 4-3"x 0.131"nall5;or m 4-3"x 14 ga.Staples,7/16" crown i Nail each layer as of ow5: 32 o.c. N 20d common(4" x O.H219 ;or at top and bottom and staggered. 10d box(3 "x 0.128'7 ;or 24"o.c.face nail at top and bottom N 27 Built-up girders and beams,2 Inch lumber 3 " x 0.131"nails staggered on oppo5ite sides layers And: 2-20d common(4" x O.Ig2'7 ;or Face nail at ends and at each 3-10d box(3" x 0.128') ;or splice 3-3" x 0.131" nails 4-I6d box (3 1/2" x 0.135') ;or 28 Ledger strip supporting joists or rafters 3-I6d common (3 1/2" x 0.162") ;or At each Joist or rafter,face nail 4-10d box(3" x 0.125") ;or 4-3" x 0.131" nails 2015 IRC 2q Bridging to joist 2-10d(3" x 0.128') Each end,toe nail INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(3) tm-- r) I REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c o ~ aj to MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN V NOMINAL PANEL NAIL 5PAGIN6 WIND SPEED V ult STRUCTURAL PANEL MAXIMUM WALL (mph) --� NETRATION PANEL SPAN THIGKNE55 STUD SPACING w n ex osure ca e or SIZE PE(INGHE5) RATING (INGHE5) (INGHE5) EDGES FIELD P 9 y f(1 (INGHE5 0.0) (INGHE5 O.G.) B G D bd COMMON 1.5 24/0 1/2" I6 6 12 140 115 110 (2.0" x 0.113") TOP PLATE SPLIGE LENGTH SPL I C I N6 07 TOP PLATE 8d COMMON 12 170 140 135 „ 1.75 24/16 7/16 16 6 z TOP PLATE 5PLIGE TOP PLATE 5PLIGE (2.5 x 0.131 ) 24 6 12 140 115 110 REQUIREMENTS REQUIREMENT5 -� FOR HIND - EXPOSURES 54r, FOR WIND - EXPO51IJRE5 B40 w O ONE 5TORY 5LAB ON 6RADE ALL OTHER GA5E5 FOR 51: 1 INCH = 25.4 mm, I mile per hour = 0.447 m/s. _ A. Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than Ib Inches on center shall be applied with } BUILDIN6 MINIMUM 5PLIGE BUILDING MINIMUM SPLIGE panel strength axis perpendicular to supports. v a Z (��TH �fta B.Table Is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be In Z DIMENSION (ft) DIMENSION(ft� LENGTH (ft) accordance with Section R602.10. 12'_0" 3'-0" 12'-011 2'-On G.Wood structural panels with span rating of Wall-I6 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating. Plywood siding rated 16 o.c. OC 0 < 0 or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-Ib and Plywood siding I6 o.c.shall be,used with studs spaced not O 0 () T_ JL V = nto 16'-0" 4'-011 I6'-0" 3'-0" more than 16 Inches on center. F- 20'-011 5'-0" 20'-O" 4'-O" m 0 9 fa 241_011 6'-011 24'-011 4'-0" 2015 IRO n INTERNATIONAL RESIDENTIAL GODS o W 28-O -11-011 28-0 5-O TABLE R602.10.4 z - 32'-011 8'-0" 32'-011 6'-O° BRACING METHODS _A O Cl I TABULATED SPLIGE LENOTH5 A55UME TOP PLATE-TO-TOP PLATE 36'-0" a'-0" 36'-011 '1'-0n Continuous Sheathing Method Iv z -A CONNECTIONS U5INO 2-165d NAILS PER FOOT, FOR 5HORTER SPLIGE Z O IL LEN6TH5, THE NAIL 5PAGIN5 SHALL BE REDUGED IN ORDER TO 401-011 II'-O" 40'-0" &1-011 METHOD, CRITERIA -1 _ PROVIDE AN EQUIVALENT NUMBER OF NAILS METHOD, MATERIAL MINIMUM THICKNESS FIGURE Fasteners Spacing 1 j 0 50-0 131-011150-0 101-0 K � � - 601-011 16'-011 60'-0" 12'_0" Exterior sheathing per 6" edges 12" field Q Z - _ 2 TABULATED SPLIGE LENOTH5 A55UME A BUILDING LOCATED IN CS-WSP Table Rb02.3(3) EXP05URE B AND G �O'-0" Iq'-0" -10'-011 - 14'-0" 1/2" Z 0 Gontinuou5ly Sheathed p/ O 0) 11 � i� � �� � ii r •"'� • . �, Interior sheathing per Varies by fastener &0'_0 22-0 &0-0 16_0 Wood 5trudura l pone l Table Rb02.3(1)or R602.3(2) O 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL - - - 4� Q W LU < � olN r DWG NO a 5 N RAL N07F.5 CLIMATIC AND 6EO6RAPHIC DE516N CRITERIA PLOOK11O 0 INPINAW- [REFER TO TABLE R301.20U OF THE RESIDENTIAL CODE OF NEW YORK STATE] HINOVE516N 5E15MIG SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN GENERAL FASTENING 5GHEDULE GENERAL: GROUND DESIGN ANNUAL RIDGE-PLATFORM FRAMING ONLY 5NOW LOAD SPEED T�pOG BORNE-BORA CATEGORY FR05T LINE TEMP UNDREE�A�NT HAZARD FINNDEEXGTEMP USE A MINIMUM OF I. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDINGMPHRAPCTS G DEBRIS 'I EATHERINQ DEPTH TERMITE RESIDENTIAL CODE OF NEW YORK STATE TWO 8d NAILS TH15 DEPARTMENT. I MILLE B 3 FEET MODERATE CONTACT SIDE OF TRUSS. 2. ALL WORK SHALL CONFORM WITH N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING 20 P5F 130vult NO FR�A� SEVERE BOF TO HEAVY 15 YES BLD6 DEPT 5qq 51 83012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC TOTAL 4-Sd NAILS GODS, 2015 IRC, 2016 UNIFORM CODE SUPPLEMENT A5 WELL A5 ALL OTHER CODES WIND SPEEDS FROM FIGURE 8301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR INTO TRUSS. REFERENCED THEREIN, AND LOCAL BUILDIN6 CODES. (171.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. �I 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHIGH SHALL ARI5E I.PLAN5 HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST ATTIC DURING THE COURSE OF GON5TRUGTION THAT 0I5A6REE5 WITH THAT INDIGAT ED AND PAPER ASSOCIATION(AF1PA)-WOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE R501.71 AND FOR ONE AND TWO FAMILY DWELLINGS(HFCM); THE ARCHITECT OR EI46INEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BLOCKING 2 BAYS CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE BACK® 4'-O"OL. STRUCTURAL MEMBER AR151NG THEREFROM. [REFER TO TABLE R3015 OF THE RESIDENTIAL CODE OF NEW YORK STATE] DEFLECTION 2 -8d NAIL5 4. NO DEVIATION5 OR GHANCES TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55 RAFTERS HAVING 5LOPE5 GREATER THAN LAW INTO PLATE5 ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD DEAD LOAD FIRST APPROVED BY THE ARCHITECT, WITH NO FINISHED CEILING ATTACHED TO 8-8d NAIL5 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EXTERIOR BALCONIES 60 psf IO p5f RAFTERS INTO STUD Simpson Strong-Tie DECKS 40 psf 10 psf INTERIOR WALLS AND PARITIONS H/180 SECOND FLOOR � HT Z 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED CEILINGS V360 TO REVISION A5 PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN RAFTERTIE PETAL L AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 p5f ALL OTHER STRUCTURAL MEMBERS V240e BLOCKING 2 BAYS I ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 p5f EXTERIOR WALL5 WITH PLASTER OR H/360 BACK® 4 O D.G. TM H7 _ 7. OWNER/GONTRAGTOF. ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, STUCCO FINISH 8001 9- NTS. CERTIFICATES, CERTIFICATE OF OGGUPANGY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf ID psf EXTERIOR WALL5--WIND LOADS a WITH 8. THIS SET OF PLANS 113 THE PROPERTY OF TEHN DESIGN GROUP LLC. AND IS 7 SLEEPING ROOMS 30 p5f ID p5f BRITTLE FINISHES V2408• ®INTERIOR ZONE FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THI5 PROJECT 15 NOT STAIRS 40 psf Io psf EXTERIOR WALL5--WIND LOADS a WITH LA20 � ®PERIMETER ZONE FIRST FLOOR GON5TRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY GUARDRAIL5 AND HANDRAIL5 200 p5f 10 psf FLEXIBLE FIN15HE5 WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TERN DESIGN GROUP LLG. Ps NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: - ROOF LOADING(LIVE = GROUND SNOW LOAD - GABLE WALL q. THE ARCHITECT OR ENGINEER 15 NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE R3015 OF THE 45psf 15 ATTIC sf FOR I.FOR GABLE ROOFS 100 TO 450 PITCHES (EDGE ZONE) BLOCKING 2 BAY5 p a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 BACK® 4'-O"O.G. ° 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FA5TENING SCHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE BE REMEDIED AT ONCE RE6ARDLE55 OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REGUIREMENT5 OF ALL STANDARD AND SPECIALTY 5Y5TEM5/MATERIALS USED WITHIN THI5 THI5 PROJECT WITH THE M05T 5TRINHNT RECOMMENDATIONS /REGUIREMENT5 NAILING AND 5TRAPPIN6 ALL5TRAPPIN6 TO BE 1 1" x I6 GAUGE 5TL To BE FOLLOWED. 4 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REGUIREMENT5 OF THE PROPOSED "51MP50N" EGUIVALENT - G516Z (GOILED STRAP) L Z CONSTRUCTION. HOWI=VER FIELD GONDITION5 MAY ARI5E DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 12" MIN. BEARING L/3 � -F-Lr� -Q° 13. ANY AND ALL DI5GREPANGIE5 TO BE REPORTED TO ENGINEER. I I > 14. WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE WITH SECTION R?OI AND INSULATION AT RAFTER TO RIDGE CONNECTION ® EACH SHALL BE IN AGGGORDANGE WITH SEGTION 8316. T _ 15. INTERIOR WALL GOVERING SHALL BE IN ACGORDANGE WITH SECTION R702 AND L Dlb MAx. -No NOTCHES D ACCORDANCE WITH SECTION R703 FOR STRAP- 3 i3d COMMON NAILS® EA.END OF STRAP PERMITTED EXTERIOR WALL GOVI_RIN6 SHALL BE INP FOR NOTED GOLLAR/GLG TIE- 3 JQd COMMON NAILS®EA. SEAL 16. THI5 PROJEGT COMPLIES W/ THE 2015 INTERNATIONAL RESIDENTIAL CODE AND I I D/b MAX. MECHANICAL SYSTEM GOMPLIE5 CHAPTER 12 THROUGH 23, PLUMBING SYSTEM GOMPLIE5 GHAPTER 24 THROUGH CHAPTER 32, 12 D R ELECTRICAL SYSTEM GOMPLIE5 CHAPTER 33 THROUGH CHAPTER 42 51MP50N 5TRONGTIE ALTERNATE HI AT RAFTER TO TDP PLATE TO STUD CONNECTION. a 16"O.G. FLOOR J015T-CENTER GUT CARPENTRY: COLLAR TIE D/4 MAX. <<� 'T I. ALL LUMBER SHALL I3E D.F. #2 OR BETTER UNLESS OTHERWI5E NOTED (U.O.N.) FOR STRAP- 3 @ d COMMON NAILS® EA.END OF STRAP i FOR-OENAILING- 5 8 d COMMON NAILS FOR G.J.TO R.R.- J1 Jaz d COMMON NAILS(FOR 5 PITCH) p 4 f 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N) � � ``�-"'' < �`�' ALTERNATE q Ib d COMMON NAILS(FOR 8 PITCH) CEILING TIE FOR OF EA.PLATE TO PLATFORM ABOVE- J. J�d COMMON NAILS® I6"OG . . 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. WOOD ¢ 2- 2" x 6" U.O.N. D MAX. 4. ALL J015T5 HANGERS TO BE "TEGO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N) AT 5TLb TO FLOOR A55EMBLY TO STUD CONNECTION 0 I6"O.G. 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N) (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): 7. ALL BEAMS, GIRDERSMAX.D FROM FOR 5rRAP- 3 8 d COMMON NAIL5®EA,HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. .END OF STRAP SUPPORT FLOOR J0I5T-END GUTS FOR C OF EA.PLATE TO PLATFORM ABOVE 4 ® OF EA.PLATE TO 8. ALL WINDOW5 TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ ALTERNATE PLATFORM BELOW- 1 16 d COMMON NILS ® 16"O.G. MODELS NUMBERS ON PLANS. CONFIGURATION C1. PROVIDE ATLEA5T (I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERCENGY p m ESCAPE. IN CONFORMANCE WITH 2015 I.R.G CODE SEG. R310 MIN OPENING OF 5.7 50. FEET (5D 50. FEET © 6RADE LEVEL WHEN GRADE TO SILL 15 LE55 THAN 44" OR LESS) W/ N MINIMUM NET HEIGHT :24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION ® 16"O.G. 0/3 MAX. FOR TOOLS) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. FOR 5TPAP- 3 8 d COMMON NAIL5® EA.END OF STRAP N 10. EXTERIOR WINDOWS ARE TO BE DE516NED IN ACCORDANCE WITH SECTION RbOL1. FOR q OF EA.PLATE TO PLATFORM BELOW- --� ALL GLAZING SHALL COMPLY WITH SECTION 8308. I L d COMMON NAILS® Ib"D.C. m II. 5TAIRWAY5 SHALL BE DE516NED IN AGGORDANGE WITH SECTIONS 8311.5 TO 8311.5.7 a RAFTER GEILIN6 J015T5 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE ° "SIMPSON'LTP4 INSULATION IN ALL FRAMED WALLS, FLOORS,ROOF AND GEILIN65 GOMPRISING a (OR EQUAL)OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 0/3 MAX. 13. ASPHALT 5HINOLE5 ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. a ELEGTRIGAL: - AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 a 5LA13 DN GRADE APPLICATION: ® 32"O.G. m INTERNATIONAL RESIDENTIAL GODE 5EGTION5 FOR ELECTRICAL CODE OF NEW YORK STATE. AND BOTTOM OF J015T 2 IN.MIN.FROM TOP Ca FOR STRAP- 3 8 d GOMMON NAILS® EA.END OF STRAP 1 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON COMPLETION PIPE OR CONDUIT OF WORK. ° FOR CLOF EA.PLATE TO PLATFORM BELOW- I Ib d COMMON NAILS ,(� ~ ° ® 32"O.G. D(ACTUAL DEPTH) f 3. ELECTRICAL WIRING AND EOUIPMENT TO COMPLY W/CHAPTERS 34-43 W AND LOCAL BUILDIN(5 DEPARTMENT. CUTTIN6 DRILLING AND NOTCHING DETAIL 4. SMOKE DETECTION A5 PER N.Y.5. CODE 5EGTION 8314. TYPICAL 5=10N* - ALL SMOKE DETECTORS SHALL BE INT ERGONNEGT ED AND HARD WIRED. OF JOISTS tY1 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN AGGORDANGE WITH SECTION M1502. (b. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMP05ED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, GC)NGRETE AND M650NARY: NAILING 4 5TRAPPIN6 ® EXTERIOR WINDOW/DOOR HEADER z TABLE R501.2.I.2 I. ALL FOOTINGS TO 13EAR UPON FIRM,VIRGIN, UNDISTURBED SOIL. J WIND-BORNE DEBRIS PROTECTION FA5TENIN6 5GHEDULE 2. 501L ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON /50. FOOT. FOR WOOD STRUCTURAL PANELS abcd NOTE STAIRS, HANDRAILS W F O 3. FOOTINGS TO REST A MIN Y-O" BELOW GRADE. U.O.N. STEP FOOTINGS ® 1:2 RATIO RAILINGS SHALL GOMPLY (I' RI5E MAX) W/ RGNYS SEG. R-311 V } Z �A5TENINC 5GHEDULE BZ 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT 5HOWN ON } �j PLANS. N.O.N) FASTENER 5PAGIN5 (INGHE59b TOP PLATES -1 ROUGH OPEPIINS FRAMING REQUIEREMENTS FOR WINDOW OPENINGS 5. NO BACK FILL SHALL BE PLACED AGAIN5T FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET< 6 FEET< [IN ACCORDANCE WITH WOOD FRAME 43 O D = FRAMING OR PROPER BRAGIN6 15 IN PLAGE. TYPE PANEL SPAN PANEL SPAN PANEL SPAN A 10 = CONSTRUCTION MANUAL 2001 EDITION] <4 FEET <6 FEET <8 FEET O 1- } 6. FOOTINGS TO BE ol= POURED CONCRETE OF SIZE SHOWN ON PLANS. NOTATION O BORED HOLE MAX. D ROUGH A B G D E F 43 l(1 [Q 7. ALL OPENINGS FOR 65 FLUES, UTILITIES,ETC. TO BE FILLED SOLID WITH CONCRETE. No. 8 WOOD 5GREW BASED DIA.40 PERCENT ALL 61RDER5 WITH BEAM POCKETS ARE TO BE STEEL SHIMMED H/ 1/2" SPACE @ ANGHOR WITH 2-INGH 16 10 8 oPNS Z of STUD DEPTH SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH B E 2'-0' 2 1-2'x 4' 1 1 1 1 (Y 8. ALL CONCRETE TO HAVE AN ULTIMATE 6OMPRE551VE 5TRENGTH ® 28 DAYS OF G Q O 1- ef No. 10 WOOD 5GREW BASE w Z - 3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4'-0' 4 1-2'x 4• 2 2 2 2 - -I/HA OR STEEL HANDRAIL 3,500 P.S.I. 6ARA6E SLAB / EXPOSED SLAB ON GRADE /POURED STEPS. ANCHOR WITH 2-INGH I6 I2 a z v5/8"MIN.TO EDGE v m N EMBEDMENT LENGTH 2-2"X 4" 7- . FINGER DLR. AND NOT O W b-0 -az-a. CONCRETE SLABS TO REST UPON MINIMUM 6 OF FINE GRAVEL OR SAND WITH pF - X T MORE THAN 4.5 0 „ MINIMUM EMIL. POLY. V.B. (® OCCUPIED SPACE) AND WITH REQUIRED INSULATION. Y4 -INCH LA6 5GEW BASED 2-2"X 4° 0 5/8 MIN.TO EDGE Z 10. ALL SCARS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. ANCHOR WITH 2-INGH 16 I6 I6 8'-0' 8 OR-b" 3 3 3 3 p FROM THE WALL. - NOTCH MUST NOT Z EMBEDMENT LENGTH Q NEXCEED 25%OF :3 - 11. BRICK VENEER TO BE ANCHORED W/(1) HALL TIE EVERY 32" O.G. VERTICALLY AND 101-C, 10 2-2"X b" 4 4 4 4 L STUD DEPTH Q Q EVERY 18" O.G. HORIZONTALLY W/FLASHED JOINT® BRICK LEDGE OR RELIEVING ANGLE I20 12 2-2'X b" 5 4 5 4 - W/ WEEP HOLES © 4-O O.G. MAX TO DIREGT ANY CONDENSATION TO THE EXTERIOR. ° * BORED HOLE5 SHALL NOT BE IF HOLE 15 BETWEEN 40%AND 60% K �/ - a LOCATED IN THE SAME GROSS OF STUD DEPTH,THEN STUD MUST BE 11L W 12. APPLY (1) GOAT OF ASPHALTIC BASED DAMPROOFINC TO EXTERIOR OF FOUNDATION a.Th15 table Is based on 180 mph wind speeds and a 33 foot mean roof height. q„ SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO Q F 7 _J _ FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLESS NET 51TE CONDITIONS EXCEED b.Fasteners shall be STUD Installed at opposite ends of the wood structural panel. WOOD STRINGER, 5EGGE551VE STUDS ARE DOU13LED 7- CODE LIMITS. c.Nails shall be lod common or 12d box nails. ° JAGK5 4 KIN55 M TREADS, $ R15ER5 WRAPPED UNDER AND 50 BZ V BORED 7- 0 13. THE MA50NARY GH MNEY SHALL BE GON5TRUGTED IN ACCORDANCE WITH SECTION RIOOL d.mere screws are attached to masonry or masonry/stucco,they shall be o SILL PLATE O Q ll7 attached utilizing vibration-resistant anchors having a minimum ultimate PLUMBIN6, MEC:HANIGAL, FUEL 665, AIG: withdrawal capacity of 490 pounds. NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Q I I/4" NOSING �-- U I. PLUMBING TO COMPLY WITH 2015 I.P.G, 2015 I.M.0 AND 2015 I.F.6.G. AND THE BUILDING DEPARTMENT. CHAPTER 3 BUILDING PLANNING NOTATION: 0 Q Z i 2. SITE SANITARY 5Y5TEM5 ARE TO COMPLY WITH S.G.D.H.S. REQUIREMENTS. SECTION R30I DESIGN CRITERIA LIJ A-NUMBER OF 8d NAILS®EA.END OF 5TRAPPINC75(TABLE 3.1,P. 151) d (TABLE 6A PAGE 316) DRILLING AND NOTCHING DETAIL -, >� Z z �V MINIMUM WIDTH OF STAIRS TO BE 3'-O" O W - v - 3. PLUMBING, MECHANICAL, FUEL 6A5 5Y5TEM5 SHALL COMPLY WITH THE RE51DENTIAL WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF 3{6"AND A MAXIMUM SPAN B-NUMBER OF 51LL 5TUD5-0N FLAT(DOES NOT APPLY TO DOORS)(TABLES 3235,P. 143) OP 5TUD5 Z -� W < SECTIONS FOR PLUMBIN6 CODE (CHAPTER 25-32),MECHANICAL CODE (CHAPTER 12-23), OF 5 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. G-NUMBER OF FULL HEIGHT KING 5TU05®EA.51DE OF HEADER(TABLES 3230,P. Iq3) (L Q Q I- N PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE D-NUMBER OF I bd NAIL5.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STAIR DETAIL L AND FUEL 6A5 CODE (CHAPTER 24) of 2015 1.8.G PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE 8301.2.1.2 OR SHALL a EA.51DE(TABLE 3.1,P. 151) d (TABLE bA PAGE 316) DWC� NO 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS BE DE516NED TO RE515T THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE E-NUMBER OF JACK 5TUD5®EA.END OF HEADERS(TABLE5 32Z P. 1,11)A55UME DBL.HDR. N.T.5. 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. WITH THE PROV1510N5 OF THE 2015 I.R.G. F-NUMBER OF Ibd NAIL5 END-NAILED THROUGH ADJACENT JACK 5TUD5 TO END OF 51LL(5) 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMP05ED LOADS OF ®EA.51DE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P.151)d (TABLE bA PAGE 316) PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. Q