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Home My WebLink About44481-Z i ri , SUFFai,� Town of Southold 1/5/2021 o P.O.Box 1179 T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41715 Date: 1/5/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 935 Corey Creek Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.4-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/14/2019 pursuant to which Building Permit No. 44481 dated 12/5/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch, rear stoop and attached one car garage as applied for. The certificate is issued to WH Crumb LLC&Ano. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0106 12/18/2020 ELECTRICAL CERTIFICATE NO. 44481 12/23/2020 PLUMBERS CERTIFICATION DATED 11/11/2020 aul Rupp t ignature z TOWN OF SOUTHOLD sUfFoa�.c BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44481 Date: 12/5/2019 Permission is hereby granted to: Hau Jr, Edward & Doreen 10 Locksley Ln Nesconset, NY 11767 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 935 Corey Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-4-22 Pursuant to application dated 11/14/2019 and approved by the Building Inspector. To expire on 6/5/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,545.60 CO -NEW DWELLING $50.00 Total: $1,595.60 136 di ctor Form No_6 TOWN OF SOUT14OLD 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 1% lead_ 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. f;l i q 1, IQ New Construction: Old or Pre-existing Building: (check one) Location of Property: CAPrz-rCpu_ICy2 House No. Street Hamlet Owner or Owners of Property: ®®r'.--k a t-1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision�Y'� ty—Le/s' G f t VPr$1 Filed Map. Lot: Permit No. b Date of Permit. Applicant: Health Dept. Approval: V Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r A nt Signature Building D2Rartment Application AUTHORIZATION (Where the Applicant is not the Owner) t-'A residing at lo Lcz�S) C%, (Print property owner's name) (Mailing Address) /V 6SC-c-ASPq Ngl Aldo hereby authorize �P,k, (Agent) ' ® i to apply on my behalf to the Southold Building Department. k6 LrA: - (Owner's Signature) (Date) NR� (Print Owner's Name) 4 ®SOF S®U��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviina-town.southold.nv.us Southold,NY 11971-0959 st` Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Corey Creek Tackle Inc Address: 935 Corey Creek Ln city,Southold st: NY zip- 11971 Building Permit#: 44481 Section: 78 Block: 4 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3876ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 54 Ceiling Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water Oil GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 40A Ceding Fan 3 Combo Smoke/CO 3 Transformer UC Lights 5 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 3g 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, W/D, Micro, Electric Oven Notes: New Two Story House Inspector Signature: Date: December 23, 2020 S.Devlin-Cert Electrical Compliance Form.xls z o��4E S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O COW 11, BUILDING DEPARTMENT TOWN OF SOUTHOLD i CIERTIFICATION i Date: Building Permit No. i Owner: (Please print) I Plumber: 1p (Pleas p ilit) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 7 T4- (P umbensignature) Sworn to before me this I day of Ny� , 202L i i Notary Public, 1s County I ANDRIEL,0 , Notary Public'-,State of New York No. 01AN6364554 - Qualified in Nassau County My Comm. rExpires Sep. 18, 9021 l v O,.5f SOUT��! # * TOWN OF SOUTHOLD BUILDING DEPT. �ycoum a 765-1802 INSPEC ON [ F NDATION 1ST [ ] ROUGH PLBG. [ F UNDATION 2ND- [ ] INSULATION/CAUL-KING [ FRAMI�NG TRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Z � �dv ers' • 0�--- DATE 4l3 >0 INSPECTOR how*OE SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION _ [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING' - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [(]CODE VIOLATION [ ] PRE C/O REMARKS: DATE Crl ILI 116 INSPECTOR -�-- %f SO//T�o f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION _ [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] 'FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION-- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONr - ' [ ] PRE C/O REMARKS: Ce;(� W414, fo QAoeA �av�6 4-- ftkie"14 '60A DATE INSPECTOR �pE SObIH TOWN OF SOUTHOLD BUILDING DEPT. �`y�ou►m 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] _FOUNDAT-ION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL Iv�> [ ] FIREPLACE`& CHIMNEYS [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O P,A A REMARKS: (1 LAJ (C/ ,Q. ,, C� F DAVE I b INSPECTOR %f SOblyo 14 W-1 E;t /— # # TOWN OF SOUTHOLD BUILDING DEPT. G • O 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 t 0 INSPECTOR Home Energy Rating Certificate Rating Date: 2019-11-13 ` Registry ID: Unregistered pm FT! �Lrn!e Projected Report Ekotrope ID: mvoMaApL HERSO Index .Score: Annual Savings Home: Your home's HERS score is a relative 935 Corey Creek Rd performance score. Southold,NY 11971 number, the more energy efficient the $ 21489 Builder: 60home.To learn more,visit *Relative to an average U.S.home S11,go Construction Corp Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul 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 $i58 2006 International Energy Conservation Code Generation(e.g.Solar) 0.0 $0 Total: 101.0 $3.006 HERS*Index Home Feature Summary: Rating Completed by: aoreE-v Home Type: Single family detached Energy Rater:Matt Wahl :so Model: Custom Home RESNET ID-2572845 140 Community: n/a ssa Conditioned Floor Area: 2,868 ft? Rating Company:Energy Rating Service inc 0120' 35 Tellar Dr,Islip Terrace,W 11752 -2 ata Number of Bedrooms: 4 Reference � 631-383-4198 Home Prima Heatin S stem: Furnace•Oil•86.7 AFUE � oo �r 9 Y 90 uo*Se+akS. ` µ so Primary Cooling System: Air Conditioner.Electric•14.5 SEER Rating Provider.-Energy Vanguard ao Primary water Heating: Water Heater•Oil•0.79 Energy Factor 533 W Howard,Suite E,Decatur,GA 30030 ,r 6000- .1 678-662-4332 House_Tijhtness� 3,ACH50so ThisHome Ventilation: 86.0 CFM•35.0 Watts -- 4a so Duct Leakage to Outside: 20 CFM @ 25Pa(1.1/100 s.f.) �o Above Grade Walls: R-20 zero Home 10 o Ceiling: Attic,R-38 F� Lessen•, Window Type: U-Value:0.32,SHGC:o Z9 Matt Wahl,Certified Energy Rater mmaxaur Foundation Walls: R-11 Digitally signed:11/13/19 at 9:56 AM 5� 9 M b ` b.� yst• 4 a w �w r, r •:: b. M1 ' i n r r' #L , W s r; i i y I 1 - j i 'P. Home Energy Rating Certificate Rating Date: 2019-11-13 ENM Registry ID: Unregistered ervt� Projected Report Ekotrope ID: mvoMaApL HERSO Index Score: Savings Your home's HERS score is a relative • • • • 9 Builder: • / •- lowernumber, the more energy efficient home.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[Ml3tu] 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 HERS'Index Home Feature Summary: Rating Completed by: I. tw , Home Type: Single family detached Energy Rater.Matt Wahl Model: Custom Home RESNETID:2572845 Hss 16O Community: n/a uo Conditioned Floor Area 2,868 ft? Rating Company-Energy Rating Service Inc 110 Number of Bedrooms: 4 35 Tellar Dr,Islip Terrace,NY 11752 Reference 631-383-4198 Home ioo Primary Heating System: Furnace•Oil•86.7 AFUE V 90 Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider.Energy Vanguard * 533 W Howard,Suite E,Decatur,GA 30030 _ m Primary Water Heating: Water Heater•Oil•0.79 Energy Factor r L- 1,4 678-662-4332 z, • House Tightness: 3 ACH50 `;�+� f y dMr 50 This Home Ventilation: 86.0 CFM•35.0 Watts w x Duct Leakage to Outside: 20 CFM @ 25Pa(1.1/100 s.Q =o Above Grade Walls: R-20 Zero En10 Ceiling: Attic,R-38 Home 0 Window Type: U-Value:0.32,SHGC:0.29 Matt Wahl,Certified Energy Rater W L&U Lew Foundation Walls: R-11 Digitally signed:11/13/19 at 9.56 AM • • EkotropeRATER i 1 The Energy Rating r • for •nieis avaiJable fromtheApProvedRating • • This report••" notconstitute, or New York ECCC 2016 Performance Compliance ENROY Property Organization Inspection Status 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community: n/a Builder 935 Corey Creek Rd, Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Annual Energy Cost Design New York ECCC 2016 Performance As Designed Heating $1,704 $1,549 Cooling $122 $96 Water Heating $445 $445 SubT0bl 0,10 P.to=c>fLterrnin'e'corri liance <<< _' P $2r272� $2;090 Lights&Appliances $1,161 $1,169 Onsite generation $0 $0 Total .` , . $3,433 $3,260 Requirements 405-3- Performance-based compliance passes.by'8.t}% ® R402 4.1.2 Air Leakage Testing Air sealing is 3 00 ACH at 50 Pa.It must not exceed 3 00 ACH at 50 Pa. R402.5 Area-weighted average fenestration,SHGC;. , R402-5 Area-weighted average fenestration U-Factor R404:1: Lightirigg- in ; R403 6 1 Mechanical Ventilation Efficacy .•MandatoryChecklist Md�tory-code requirements that ark not;•, ® cheked cby.Ekotrope'must be meL''""' R405 2 Dud Insulation Design exceeds requirements for New York ECCC 2016 Performance compliance by 8%. 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 Intemational Energy Conservation Code based on Climate Zone 4,If rating is Projected,I certify that the building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. It rating is Confirmed, I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been Installed to meet or exceed the Intent of the IECC or will be verified as such by another party Name: Matt Wahl Signature: AW Organization: Energy Rating Service Inc Digitally signed: 11/13/19 at 9:56 AM Ekotrope RATER-Version 2.2.5.2296 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 disclaims all liability for the information shown on this report New York ECCC 2016 UA Compliance ENA ffgY. Property Organization Inspection Status Ice 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community:n1a Builder 935 Corey Creek Rd, Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Building UA Elements IECC Reference As Designed Ceilings 35.1 37.9 Above-Grade Walls 113.0 108.4 Windows, Doors and Skylights 126.4 113.8 Slab Floor: 21.8 21.8 Framed Floors 8.8 7.3 Foundation Walls 66.1 63.7 Rim Joists 12.9 11.5 Overall UA(Design must be equal or lower): 384.1 364.4 Requirements 402,1.5 ,- Total UA alternative for insulation and fenestration. 402.3 2 Glazed Average SHGC:0.29 Max SHGC 0.40 Fenestration SHGC 12402.4;1.2 'Air,Leakage Testing' Amseaiing is 3.00ACH at,50 Pa,it.must'not r izc d 3ADACR50'Pa,` R402.5 Area-weighted average fenestration SHGC R402 5 Area&lighted average,fenestrkTion-U-Factor R404.1 Lighting Equipment Efficiency R403.6.1 Mechanical Ventilation Efficacy Mandatory Checkltst Mandatory code requirements that are not checked by Ekotrope must be met. R403.3.3 Duct Testing ; ® 403.5.3 Hot water pipe Insulation Design exceeds requirements for New York ECCC 2016 Prescriptive compliance by 5.1%. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 11/13/19 at 9:56 AM Ekotrope RATER-Version 2.2.5.2296 New York ECCC 2016 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments Ekolrope 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 E1TTraAce 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model: Custom Home Matt Wahl Community: n/a Builder 935 Corey Creek Rd, Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW General Information Conditioned Floor Area[sq.ft.] 2,868 Infiltration Volume[cu.ft.] 23,200 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.] (Calculated) 63.80 ELA per 100 s.f.Shell Area (Calculated) 1.048 CFM50(Calculated) 1,160 CFM50/s.f.Shell Area(Calculated) 0.191 Duct Leakage System 1 System 2 Leakage to Outdoors 42 CFM @ 25Pa 20 CFM @ 25Pa(1.1 0.991100 s.f.) 1100 s.f.) Total Leakage TestType Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 42.0 20.0 Total Leakage[CFM25/100 s.f.] 4.0 1.1 Total Leakage[CFM25/CFA] 0.040 0.011 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 ASH RAE 62.2 Req. Cont.Ventilation 66.2 2013 ASHRAE 62.2 Req. Cont.Ventilation 90.8 Ekotrope RATER-Version 2.2.5.2296 All results are based on data entered by Ekotrope users Ekotrope disdalms aA Habi6ty for the information shown on this report Building Summary ENGYProperty Organization Inspection Status t? r°1I1Ice 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model,Custom Home Matt Wahl Community n/a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Number Of Bedrooms' 4 . Number Of Floors Conditioned Floor Are aJsq:ft,]' ; 2,868. Uncondltioned,attached garage? Yes CondiBoned Volume(cu:•ft,J' 23;200 Total Units in Building 1 Residence Type',, '_. Single.farrlily'detached,.=• Floor Number - Model Custom'Home - Community nla ClirdatdZone : 4A E'G'G ndabri��r,Y `-m'„�s';..r, `.•.rl� p { ; „° `t� y. 'rte'„G ,,�. x` ,.;M ;- -y. �;<<%, ^3;,✓ ' `' -e,a,-y �iLti�'[ •� � �'.'?� ,..'..nF'•f.('., 4 �.^+.' 'fy''.:rv�” ��! �. Name Library Type Height Above l3rade Depth Below Grade Perimeter Location Enclosing basement! RI 1,W.Draped Batt 1 7 140 Exposed Exterior Conditioned Space �y }��^n '��kr�!► I� ��.,." - g�"o �*;'�*,�� S'§ `-uc - .i.lar" g7:e• # � :ry iF�: ,�� 5x"'• .^" ,>. '•'�h' 4��,�- '�_[�,°;L'•;r� "'�`'�'�m:�'"w',zA� K,�,'.�n?�*�-�,�:.;• -` "3,`�a�5_'� ,�;�.- fl.�� `�^,��-^'�,kaa` - �-v �'��,`��`�*n�,��`•_, ;;�i�,,, $ iv x, �� ro,;J'r" „ �s',. ,�'� a s •,,�., ,card ,. Name Feet From Wall Top To Feet From Wall Top To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R- Continuous Insulation Continuous Insulation value Top Bottom R1 1,G2,Draped Batt' N!A NIA Yes WA NIA 1100 VVrv , Y „•iY } 4 ht' "„. .0 4 L .,J�..$ `_ 4 ,05 ''rv'• '~a_ Y1+"•ayY'•.�f`v � ",..: ,y• '�, "'�)-t 9 4YY Y�" _tt'-' s�<„ A" b +'��*�A '"x` `'�i:' � r�*, 't �`F"a,F{' i`'•}:,„ Slab � �_ - � ,.. ;� e „ Name Library Type �-Perimeter Floor Grade Carpet R Exposed Surface Area Location Enclosing Masonry Area Unnamed Slab Uninsulated slab 140 Below Grade 0 908 908 0 IF Exposed Exterior Conditioned Space gill �^� .: .CkF' �.cs,, �+�` ;,^„ " iE" -�,�y v,„ '�*",• sa 3 �" '�,' r`� Ni 1��„�"� s, �'`w'lk "t,: �'',3�"'k'� �"�'-�x �* •�';; =� �`,g s. �5 �5ii Vii,. -€ ^a`„�,w y; Ya .`�'�.a*{•�*” as •`s. Name Wali Construction Slab Completely Underslab Perimeter Perimeter Thermal Break Effective R-value Type Insulated?Insulation Width[til Insulation Depth Vq Insulation R Value Unlnsulated slab' Wood Frame I Other No —0, 0 0 No 000 1 Building Summary EN4aT Property Organization inspection Status Q ROra111te 935 Carey Creek Rd Energy Rating Service Inc Results are projected C/ Southold,NY 11971 631-383-4198 Model.Custom Home Matt Wahl Community Na Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW yy.,>.$. eEsrC',;.: �aFs„r=��, .,. *.:�'F,� ��'"t cY'-:�a^ +„r.m.es":� 5%"a..;�.. -�'y.:' e�" } � 3" �. .t•�, �u..v i* '` &. "`��` '""�1�" ''-:.. "y"�r. '�°<"'",: ut"....,,�pf t �'�`t,r'z,�rs'.�-'��.__`^;' wp 3�.•r'a" � ,`,�rs'w' � �M�' •'-,a." �- ��>� ��'�� ' ,?mss aaZ 3' "��a�i `� =��v -� t a �� "� �, � fi:`�"r ray,-, rx#r ,:;t+�i" '`�`` m: Name Library type Carpet R Floor Grade Surface Area � Location Garage Ceiling{ R30,FG2,10-16 eko 1 Above Grade 187.0 ft' Unconditioned,attached ' garage 7,»r�r , NamEffective R-value R30,FG2,1016 eko, 25729 a.r``f';{'n�'�°'^�;,`',.k•za+'w,`�."`�;p�`�Y,.'tka'�-��„1-.�r',.:`a`•,g�'g",•vi`"y�+r.��t=%•,w,,..y_-.£„�>3K”,_a 5 C.,„=,�*,.av,%`S;t�yid�,a'"�s.' ;,�.,,��ztsr •`1 zw`.T" •x° S ' ..a.'"""'i'<e $.rzs•'"++y � +i'•r,' .v `� k,:t=om c;; .,. w°' r a 6ca:'�" �m�• ,;.a:e.r.. r�: >, "r,�a - 'rYd°�.,.k"s ��? ^fir.. 4,ro.P,, aq„ '..,�k;.,:.g`' •iu r'4 - 'th %,kiss„ ;+5,.°;'•',x Name Library type Surface Area Location lamb; .._---__.—.�_____-- R20.0 108.011= Exposed Exterior 1-gar R 15.0 32-0 ft2 Uncondaioned,attached garage base-1} R 20.0 140.0 W, Exposed Exterior i � 4F#dam ,14�8�= �� +'rq;�"q�"^ �, ��- •&"� 3�sn3'",�"y, t '"at3`h,ti'�� a'�4° �",�:'.,y�>y" �^�*U�� -,°"�•& a'`", ��."a �_ .",�i3; � Name Effective Insulation R-value R 15.0; 15,00 R 200 2000 .e°irk`,"� , "`'"'' '�5�,•,4" t .ir k. W1411-111 .- n = Name Library Type Surface Color Surface Area Location 2x4 Exterior Walls f R15,FG2,4-16+5 eko Medium 1,838.0112 Exposed Exterior 2x6 Exterior Wallsi R19,FG2,6-16,+5 eko Medium 90.0 It' Exposed Exterior Garage Common Walls,' R15,FG2,4-16 eko Medium 256.0112 Unconditioned,attached garage 2 Building Summary ACN4 Property Organization Inspection Status aT re4ce 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model.Custom Home Matt Wahl Community.rita Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Name Library Type Surface Color Surface Area Location Knee Walls, R15,FG2,4-16 eko Medium 60.0 IF' Attic ISM" gi , NN KRW! 77- -, W "M Im �N NO Name R15.FG2,4-16+5 eko: 18521 R1 5,FG2,4-16 ekol 12.668 R19,FG2,6-16,,+5 eko 21.348 'Name U�lffilyp, dIAs,ffignntnt .1d10n 0, M, Depth 0v dtan g T, fflerhaFt 0. %fient10uffln..Al Assignment Top Bottom Unnamed Glazing! U.0.32, 20 Exterior Walls 7 1 8 North 8010 SHGC:0,29 Unnamed Glazing: U.O.W, 2x4 Exterior Waits 2 1 6 West 41 OW 1 SHGC:0.29 Unnamed Glazing' U:O 32, 2X4 Exterior Walls 0 0, 48 North 27.0 It' SHGC.0 29 Unnamed Glazingt U.0.32, 2x4 Exterior Walls 0 0 0 East 30 0 11:2 SHGC.0 29 Unnamed Glazing' U.0-32, 2x4 Exterior Walls 2 1 6 West 27.0 ft2 SHGC:O 29 Unnamed Glazing U 0.32, 2x4 Exterior Walls 0, 0 7 South 14 0 IF I SHGC.0-29 Unnamed Glazing;. U.0.32, 2x4 Exterior Walls 0 0 3 South 14 011' SHGC*O 29 Unnamed GtazJng' U:0.32, 2x4 Exterior Walls 2 1 6 East 14.0 112 SHGC.O.29 Unnamed Glazing, U:O 32, 2x4 Exterior Walls 2 1 6 East 6 0 It' SHGC:O 29 Unnamed Glazing, U.0 32, 2x4 Exterior Walls 0 0 58 West 8 0 It' SHGC.0 29 Unnamed Glazing' U,O 32, 2x4 Exterior Walls 7 1 6 West 27 0 1`12 SHGC 0.29 Unnamed Glazing U:0.32, 2x4 Exterior Walls 0 0 5 East 49 0 IF SHGC 0 29 Unnamed Glazing U:0.32, 2x4 Exterior Walls 0 0 5 North 54 0 112 SHGC:O 29 3 Building Summary EN ,6 Property Organization Inspection Status Waite 935 Corey Creek Rd Energy Ratmg Service Inc Results are projected Southold,NY 11971 631-383-4198 Model-Custom Home Matt Wahl Community n/a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-936COREYCREEK-MJW x� n' .s`gi�o-e.+°'tii'^�z�_;�,r,,�, °n•F�;>�.M°2- s,.�-�e��.,�=:cg;�,k� 'r„"�roj•'+�`,.2 :�'n.,`iti 4;a ��'i,�x';, h","=”�� .�„ w� �' Y „��_ •;- - '�' s� ��+ ,Yq ''l rr�� (''� , • �`�i a s t' s k„�`�*`°�,7`x,<" ... ,i. „�',^'� -z ""°�. �+s�• ^�,£,^qs `r "4 "�t,--.�a;.af..� �'r;:,.,f=7` tt'«. '� : RZ(�i 6�^ `8�� ° `�` � �� C'>p,»r'�w"c=�&,x *' •5,. d^"� 'fie �'„� „n-. �'_ €'�.°�;� �.�:, Name Shgc U-factor U 0.32,SHGC.0 29 0.320 i - .%._ r x„*. * " �;',�w'>, 9 ,n�*-# a�tz, s• k"T�,� .,tit'""ay-`E:µFe' `�''Yu„ti� � t T` - a?'"a�` Aa' f' % �° ;'#v,; a - . x4,.+" N- '^ „„.'3« o-a�ro`fl,.'SYS:�'�`s'.�.,.,�iei` :T•-aa '`.' `'?',�kyr�*kh ti"-;�.-„ai'J” i � =R4,'' + ,„„�. t""` a�"'� a •}'-,5>P'4alFa' `^zea - 'i r xa. aS,F'n`z,,,fP"�n.cK`S''�' .•i^•e r` - ,tr'k�- �`.^t�rpt mK� r,,:; None Present A� �,✓1J+,'ii $�� a`�`" �`'�� " ��• ''**,,i � �`` =�'� �� ^'°#'"'� � .�"-i "�;`"s"`,e"' '"�^:`� f",�'�"�kx .< *,,g�,s 3 ��.'�',;i�`� ,fit ,mss, s�§-ax P's t- '�»�,,. '�.", s«� >£ �'�". r�,• �. .�° .w' �, ��*..�, None Presets ;.�'x,:p.;7y7.'i✓.",`,^-a .""4a.ti' ti ,�r stt m,�= m,x ;•,rr=<:"" '". '.",`a '✓' :' ..i �;��,.K��,x:i� #�:r�",,1, �xi>' �`e'a'r,,.t x' '•�i�r'��sa<:xr�." y.., ,: ,:��#�,�4.'.^s x`'c'f_ y a J +,�. x=� s f,�x+� _ " m � q9 rz �, -.. ,r..., e ,.•�".,n ��'r..,�r�=e+ � �h Name Library Type Wa1IAssignment Foundation Wali EmMance Solar Surface Color Surface Area Location Assignment Absorptanoe front 2-114 Wd sokri 2x4 Ex tenor Walls ry —�{V-- _U 9.__. ---- 0.75^ ^� Medaum 4 — 210 Rs^F led Exterior ` core to garage. R5 steel Instil Garage Common 09 0.75 Medium 210 ft- Exposed Exterior Walls � � � ��`.,,,�,,, „Y ,`�•tom..o,<•.,�,G �� °ti'�r°� s .�;," ;;.�+ `�;,r� ,�.-5.�, °''` �°' ', -C�v**•«'`�•'„�^�,:�,,�n''.5:m"�+,� rk:;,:. "` '��,Q1i,4,dDOlOt`�`�L.� td LS� `�" �`�`�' �z :��:�..,:��` �,� �� .��s� `��.5� �...��>,s �``� - � �.�-r �'��'�• Name Effective U-tactor 2-114 Wd solid core 0.357 R5 steel msul; -0200 4 Building Summary ENMY Property Organization Inspection Status idle 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community Na Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW "[Mk�.��w -'"t,'•'..`i�., x ✓''� ��',IY ;m :�:.f ,y kM t„,•- dxz� �� ;�.:'�,�,.�,,.; - '"r� �,:,, - _ i�:r,;,bin.,."a � ;, �;"i•'?,�,:�;;;s.=.'r�a::«-� :`F�,��a��f�'•',�*,'^y, ��,�F'�y'*`�'�`• r`.�r-a`'--`"E",' 'wa.:r;� ;' -`�;4'��';. .�*3L`,.•:�e? i�r• E,�,. �i, •�Qd,=� .�!•u�}�,#�d � a. .,.,s,„-?"' 'r= �� b�rb.`�' ..r,,,i r,. ,+- r:.,-*�'""5 tet' �° �;+_„• ,�: ��'.t, � cis” �,.g' .,�, •,r ,a,,+,4 ,x L„z� - »£�” s b#=�.#mak,. a ,.�� 'b' �s. w�`J`" �-'�„. �.,x r�i,�y s s=.,�� °£ �•"t w, � 3,- �q '� a� i �r°` t��",�+�'' =. ""�' '�`,�;ak*.apt �*_��`•?ir'at;�.�„<.,-x.�,,�,�`� �"��r°t..;�,"�: �_.a �"��;�«s�''��" � °:i-.:`v'ts�r'� � '"S'�°`&�:a�.a��',',..��,'a,� Name Library type Attic Exterior Area[s.t.] Clay or Concrete noo�f Surface Color Surface Area Location Attic Access; Attie Hatch R38 eko 10 No Medtum 8.0 ft' Attic Fiat Ceiling'R38,FG2,8-16 CrossLay 1,381 No Medium 1,236.0 R' Attic eko Slope Ceiling R30,FG2,10-16v eko 106 No Medium 106 0 fF Vaulted Roof :'�,"s'sr`"N',s` '��p°, `rte:,a', '-•�.,4. '�ua,�+� ';r''4, `t, ,3�'a 'a �R'?'}�,a + :., .a�� ,>'�U�a ,�� '� ..,,. ;" - =g^� - N.,,t;,pa�x3�;aK�. �' �,a'�'..�w^.r'�, �"''S��,`�s;�` „�'i�',„�r�`��,�. u�,•�4�"�+ ="u`;c, r ,L rY,,:C - '�#/"s� �x,.r,..s�� *,�r:«'-s:�.',��r' s Tam .�. x''�''� ''/i�3� � s��'.�'�� ,�v a'�C.Pay�'•�s.3a3'-�.� Name Has Radiant Barrier Ettectiv®R-vales Attic Hatch R38 eko No 31 319 R30,FG2,10-16v eko No 24 696 1138,FG2,8-16• No 37.082 CrossLay ekol `-�`. �,:�.x9ia,r;-•� �.*.�^3d;r n'`"� = ��2��• E S."k� '��m. v*`. :�. a^�s `,'r''�' ' '- � x' ,�"r aL� "�`i�`��,�€� ,, ;-a'"` irtfiltrotion Measurement type Shelter Class 3 ACH at 50 Pa �Y — — --Blower-door tested T� —_�—T 3 T- :,t ��" ,-s: .#: }�4 ';"�•+.7,c, „ a }'v,«-••"•, �. �� at�,;.';,": `' .,p.=° nr�'K.�x� x�'�°�:�-xa.,o z "��a Ventilation Type �Ventilation Rafe[ft°I Operational hours per day Fan Watts Runs once every three �Energy Recovery t�erceM tvtinute[ hours Exhaust Only86 24 35 Yes - -•. ____58 ' �` Xt�rt ;n° '`�` � -�; ,,.H' '`k,�*„:�'� ',�.'�--�K��:,YM :^�: 'c'ti;��,'."• L ,a: ;�:.."', -`'� F"ma""' J,s` "' =s. fi ,�s#.; ,,�. .�%,�• :,�ri« #r'^`�=„b ,Y�»t 9*,�, � �e:'�5�^*,:.c,�s "a','. .�;� ,}i�.°n � ,;,�'��"+p�`['SSs�,,J2°,�&� ,,nh��;�-�4� ��^�, �.�'%`"��i�: #, �,:i %Interior Fluorescent °�5 Interior LFA Lighting a %F_xterior Fluorescent °�Exterior LED Lighting %aarog®Fluorescent %Oaroge LED Lighting Lighting Lighting Lighting 01 -------- 100— 0- --- -----75 0, �------------- 75 5 Building Summary ENMY � Property organization Inspection Status 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community nta Budder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW None Present None Present None Present Ow,Present Name Ltbruy Type HearingPercent Load Cooling Percent Load Hat Water Per IM Wad location r` 1st Floor Cooling ACC,29K,14 5 SEERO 0°!0 - 50% 0%, Conditned Space 1 st Floor Heating' Oil Hyd-aa 92K 86% 50% 0% 0%; Conditioned Space 2nd Floor Cooling; ACC,29K,14 5 SEERO 0% 50% 0% Attic 2nd Floor Heating; Oil Hyd�air 92K 86% 5O°J° 0% 0% Attic Water Heating, O11,1T,50gal,868% 0% 0% 100%. Conditioned Space Fuel Type Electric Distribution Type "ForE&MIr - _,-_.._m..— `"___._— Motor Type PSC(Single-Speed), Cooling Efficiency 14 5 SEER Cooling Capacity,[kBtuth] 29 6 Building Summary ENROY � Property. organization Inspection status e 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-3834198 Moder Custom Home Matt Wahl Community nta Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREE K-MJ W Fuel Type Od Distribution Type Forced Air Motor TYR$, ;, . _. PSC(Single Speed) Heating Efficiency 86.7 AFUE Beating apacity;Mtulh].=-; - , , 92 Use default EAE No EAE(ltWh) 945 Fuel Tyoe', 00, _ Distribution Type Hydronic Delivery Hot.Water Efficiency, 0.79 Energy Factor Tank Capacity(gal) 50 ,Hof Water`Capec3ty-,IMPA]'; 40 Recovery Efficiency 0.86 7 Building Summary ENROY� Property Organization Inspection Status 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model-Custom Home Matt Wahl Community nta Builder 935 Corey Creek Rd,Southold Sligo Construction Corp Ra39-1-935COREYCREEK MJW Distribution Type.' Forced Air Heating Equipment W 2nd Floor Heating w} ' Cooling Equipment 2nd Floor Cooling,-. Sq.Feet Served 1052 #,RbtUtn gdlles 1 , Supply Duct R Value 8 _Zeturn,Duct R,Yaluw' 8 Supply Duct Area 11121 28404 Return Duct Area fftl.' 52;6 Leakage to Outdoors 42 CFM 25Pa(3 99/100 s.f) ,TotelLeakage ,', - 42 CFM25 _. • . Total Leakage Duct Test Conditions Post-Construction ,,Use Defeuft,Flow Rate' Yes Duct) ' Duct Location., Attic(well vented),,, Percent Supply Area 100 Percent Return Area 100 Duct 2 DudLouation= - Cond_itioned Space;'' . , r Percent Supply Area 0 'Percent'FtetuibNew ' 0 Duct 3 •'Dud'Location ' , Conditioned Space<<• t, , . Percent Supply Area 0 Percent Return Area 0 Duct 4 -Duct Location' Conditioned Space, Percent Supply Area 0 Percent Return Aria, 0 Dud 5 Dud Location CondfflonedSpaca'. Percent Supply Area 0 Percent ReturnArea 0 Duct 6 DtictLocation;"- Conditioned Space- • ;;,: . , . Percent Supply Area 0 Peirent Return Area 0 8 Building Summary Property Organization Inspection Status 1A I Q R�Y�B 935 Corey Creek Rd Energy Rating Service Inc Results are protected Southold,NY 11971 631-383-4198 Model Custom Home Matt Wahl Community nta Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Distnbutiorf.Type Forced Air ; Heating Equipment —1 sflooHeating w Cooiifig Equipment' 1st Ftoor:Gooliny,` , Sq Feet Served 1816 A Return GrilteS- 1 Supply Duct R Value 4 Return Duct WV0lue"_ ;4, Supply Duct Area[ftp] 76842 :Return,OuMAi-ea`iftJ 1423 ;m Leakage to Outdoors 20 CFM @ 25Pa Tote]Leakagei „ 20 CFM25•' Total Leakage Duct Test Conditions Post-ConstructiDn ' UseTDeNtift F Rate,", . Yes Duct 9 .. „ -DuetL=oreatiod "„._ " - - Conditioneil,Spa�e • - - . ,., Percent Supply Area 100 Pert entWum'Area , 100, • ' Duct 2 DuctL06 91111 = ' Conditioned Percent Supply Area 0 Percent'RetumArga 0 Duct 3 i Percent Supply Area 0' Percent ReturnAiea - Duct 4 DuLocatiofr'`- CbndRioned Spoe,.r Percent Supply Area 0 Percent Return Area .0 Duct 5 Oust Locatitrn, Conditioned,Space Percent Supply Area 0 .Percent ReturiiArea 0 Duct 6 Duct Locafion_- Condibonied Space' Percent Supply Area 0 Percent Return Area '_ 0, Has Ceiling,Fan No Cfm Per Watt 100 Ow Water Fixture Type Standard_ Use Default Hot Water Pipe Length Hot Water Pipe Length[ft) 140 At Least R3 Pipe Insulabon9 Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 20 Drain Water Heat Recovery? , No 9 Building Summary Property Organivition Inspection Status ��rfiQRR7�I I JCTVVtfC 935 Corey Creek Rd Energy Rating Servxe Inc Results are projected Southold,NY 11971 631383-4198 Model-Custom Home Matt Wahl Community-nfa Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-MCOREYCREEK-MJW Fuel Twe Electric Cef 2 617 iz , Field Utilization Moisture'Sbrltino" rm, M "4 M"'R mm,pwaffl Q U Label E6 y'Ratiligi-; 5,1 Org Electric Rate $0.1 1/kWh "Annypj_qas,06st S12-00-' Gas Rate $1 22rrherm 3.31/' Imef 2.15474 Yes'' Dishwasher Size Standard VishWashirEfficien_cy 0.66 EF Range/Oven Fuel Electric Conner tion.Oven?: Yes Induction Range? No MJW 11/13/2019 935 COREY CREEK RD HOUSE I)LkRIOTION -HERS RATING ONLY -NEW HOME -OIL,ELECTRIC -6 12 PITCH x1.202= -3 BEDROOMS -2 STORY -FRONT FACES WEST -ATTACHED GARAGE -ATTIC HOUSES I AIR HANDLER,1 AC COIL,1 HW COIL -BASEMENT HOUSES BOILER,HOT WATER STORAGE, I AIR HANDLER,1 AC COIL,11 WATER COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY-FAN 86 CFM X24HRS -SOLAR PV NIA 10 RCCA Manual DJS HVAC Load Calculations for Residence 935 Corey Creek Rd Southold, NY 11971 ENERGY Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-383-4198 Wednesday,November 13,2019 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 AII& ACCA Manual DJS Inti Terra a NY 11752 IV Pao 2 Pro'ect Re ort General Pro'act Information Project Title: ACCA Manual DJS Project Date: 11/13/2019 Client Name: Residence Client Address: 935 Corey Creek Rd Client City: Southold, NY 11971 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-383-4198 Desi n Data Reference City. Suffolk County AFB, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dly Bulb Wet Bulb Rel.Hum Rel.Hum My Bulb 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: 1,400 CFM Per Square ft.: 0.488 Square ft.of Room Area: 2,868 Square ft. Per Ton: 1,061 Volume (ft'): 15,938 Buildin Loads Total Heating Required Including Ventilation Air: 36,339 Btuh 36.339 MBH Total Sensible Gain: 28,024 Btuh 86 % Total Latent Gain: 4,425 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,449 Btuh 2.70 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:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy RaSinq Service ACCA Manual DJS Illi Terrac NY 11752 11111111F Pa e 3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data Dty 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 System 2 1 st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry 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 Sizina Inputs Main Trunk gupo 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 40 CFM _ 21. CFM Infiltration Actual: 0.082 AC/hr 0.044 AC/hr Above Grade Volume: X 15.938 Cu.ft. X 15,938 Cu.ft. 1,301 Cu.ft./hr 694 Cu.ft./hr X 0.0167 X 0,0167 Total Building Infiltration: 22 CFM 12 CFM Total Building Ventilation: 90 CFM 90 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(22 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(12 CFM), Construction:Tight --System 2-- 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(18 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(10 CFM), Construction:Tight Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MMDD 1 Supply Attic 16B 0.04 8 768 No 1 Return Attic 16B 0.04 8 142 No F:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rsting Service ACCA Manual DJS I`sli Terrace NY 11752 Pa e 4 Load Preview Report Ne ft. Sen Lai Sen SYS Sy SYS Du ct Scope T Tror Area Gain Gain Gai Loss Htg Gig Act CFM CFM CFM Siz Building 2.70 1,061 2,868 28,024 4,425 32,449 36,339 1,400 1,400 1,400 System 1 0.91 1,155 1,052 10,385 544 10,929 10,519 600 + -'QD 600 9x1 Ventilation 53 307 360 395 HW Pipinq 272 Zone 1 1,052 10,332 237 10,569 9,852 600 9x1 Q z 1-Master Bedroom,WIG 493 2,938 110 3,048 4,301 262�;�,1, t�l 171 2- 2-Master Bath 109 1,049 20 1,069 1,082 66 c...'.�61� 61 1- u � 3-Bedroom Front Right#2 169 2,477 49 2,526 2,351 143 ..4 144 2- 4-Bedroom Back Right#3 169 2,275 49 2,324 1,795 109L"=if=.432• 132 2 5-2nd Floor Hallway,Bath 112 1,593 9 1,602 323 20 $3 93 1 System 1.79 1,013 1,816 17,639 3,881 21,520 25,820 800 $00 800 10x1 Ventilation 263 1,535 1,799 1,975 Supply Duct Latent 531 531 Return Dud 696 93 789 791 HW Piping 1,361 Zone 1 1,816 16,680 1,722 18,402 21,693 800'' °`$D.O: 800 10x1 6-1st Floor Bath 49 2,543 200 2,743 960 35 1 2, 122 2- 7-Livinq,Dining,Kitchen,Laundry 859 13,307 1,622 14,829 12,162 449EA L"T'8 638 8-Basement 908 830 0 830 8,571 3169 40 1- RN...N935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Rating Service 49& ACCA Manual DJS 1sjip Terrace NY 11752 Pa e 5 Duct Size Preview Room or Minimu Maximu Rough Desig S Du Du Duct Name Source Veloci Veba Facto U10 Loss VebCit Lengt Htg Gg Act. Duct Svstem 1 Supply Runouts Zone 1 1-Master Bedroom,WIC Built-In 450 750 0.01 0.1 434.5 262ja 171 2-- 2-Master Bath Built-In 450 750 0.01 0.1 698.1 6661 1 3-Bedroom Front Riqht#2 Built-In 450 750 0.01 0.1 366.3 143 144 2- 4-Bedroom Back Right#3 Built-In 450 750 0.01 0.1 336A 109 3 132 2- 5-2nd Floor Hallway,Bath Built-In 450 750 0.01 0.1 471.2 201M 93 1 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 685.7 600 I 600 9x1 Svstem 2 Supply Runouts Zone 1 6-1st Floor Bath BuiR-In 450 750 0.01 0.1 696.9 35 122 2- 7-Living.Dminq.Kitchen,Laundry Built-In 450 750 0.01 0.1 541.8 449 638 6 8-Basement Built-In 450 750 0.01 0.1 456.1 316 40 1- Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 768 8001MI 800 10x1 Summary Svstem 1 Heatinq Flow: 600 Coolinq Flow: 600 Svstem 2 Heatinq Flow: 800 Cooling Flow: 800 FA...1935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC LoadsElite Software Development,Inc. Enerqv Ratinq Service , ACCA Manual DJS _161ip Terrace NY 11752 1W Page 6 Total Building Summajy Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, u-value 319 6,125 0 6,517 6,517 0.32, SHGC 0.29 11 P: Door-Metal-Polyurethane Core 21 365 0 116 116 11 D: Door-Wood-Solid Core 21 491 0 156 156 12D-5sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1540 5,728 0 545 545 cavity, R-5 board insulation, siding finish,wood studs 12D-Osw:Wall-Frame, R-15 insulation in 2 x 4 stud 235 1,212 0 252 252 cavity, no board insulation,siding finish,wood studs 15BO-10sf--8:Wall-Basement, , R-10 board insulation to 1120 3,360 0 0 0 floor, no interior finish, 8'floor depth 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 990 1,545 0 1,107 1,107 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-38 insulation 20P-30: Floor-Over open crawl space or garage, Passive, 169 355 0 18 18 R-30 blanket insulation, any cover 21A-20: Floor-Basement, Concrete slab, any thickness, 2 908 1,471 0 0 0 or more feet below grade, no insulation below floor, ianyr floor coyer, shortest side of floor slab is 20'wide Subtotals for structure: 20,652 0 8,711 8,711 People: 5 1,000 1,150 2,150 Equipment: 722 12,583 13,305 Lighting: 40 136 136 Ductwork: 10,257 624 5,025 5,649 Infiltration:Winter CFM:22, Summer CFM: 12 1,427 237 102 339 Ventilation:Winter CFM:90,Summer CFM: 90 2,370 1,842 316 2,158 Exhaust:Winter CFM: 50,Summer CFM: 50 Hot Water Piin , 90 ft.Total: 1,633 _ 0 0_ 0_ Total Building Load Totals: 36,339 4,425 28,024 32,449 Check Ficiures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.488 Square ft. of Room Area: 2,868 Square ft. Per Ton: 1,061 Volume (ft'): 15,938 Wilding Loads Total Heating Required Including Ventilation Air: 36,339 Btuh 36.339 MBH Total Sensible Gain: 28,024 Btuh 86 % Total Latent Gain: 4,425 Btuh 14 % Total Cooling Required Including Ventilation Air. 32,449 Btuh 2.70 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:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Wip Terrace.NY 11752 Pa e 7 Equipment Data - S stem 1 - 2nd Floor Cooling, System Type: Standard Air Conditioner Outdoor Model: RA1318AJ1 Indoor Model: RH1T1817STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 18000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13500 Adjusted Latent Capacity: 4500 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWS:71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB:70F, Sen.gain: 10,385 Btuh, Lat.gain:544 Btuh,Sen. loss: 10,519 Btuh, Entering clg. coil DB:75.1 F, Entering clg.coil WB:62,7F, Entering htg.coil DB:69AF, Clg.coil TD:20F, Htg,coil TD:70F, Req, clg.airflow:471 CFM, Req,htg.airflow: 132 CFM F:1...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvae-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Rating Service ACCA Manual DJS IsIip Terrace,NY 11752 Pa e 8 E ui ment Data - S stem 2 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RH1T2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 24000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 18500 Adjusted Latent Capacity: 5500 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB:71F,WODB: 10F, SIDE:75F, SIRH: 50%,WIDB:70F, Sen.gain: 17,639 Btuh, Lat.gain:3,881 Btuh, Sen.loss: 25,820 Btuh, Entering clg. coil DB: 76F, Entering clg.coil WB: 63.4F, Entering htg.coil DB: 66.9F, Clg.coil TD:20F, Htg.coil TD:70F, Req. clg.airflow:760 CFM, Req.htg.airflow:300 CFM FA...1935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq Service ACCA Manual DJS fslip Terrace.NY 11752 Page 9 Manual S Performance Data - System 1 - 2nd Floor Coolinci Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 10,385 Outdoor Wet Bulb: 71 Latent Gain: 544 Indoor Dry Bulb: 75 Total Gain: 10,929 Indoor RH: 50 Load SHR: 0.95 Elevation: 67 Supply Airflow: 600 Latitude: 40 Entering Dry Bulb: 75.1 Altitude Factor: 1 Entering Wet Bulb: 62.7 E ui ment Performance Data at Sygtem Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 18,000 EDB Total Power 75.1 °F EWB Air Flow ODB Capacity Input °F CFM °F apaciapacikW Sensible MBtuh SIT Capacity MBtuh 62. 47 18 1.84 0.75 13. Interpolation Results: Percent Load of Load Sensible Capacity: 13,500 10,385 130% Latent Capacity: 4,500 544 827% Total Capacity: 18,000 10,929 165% Power Input 1.84 This system's equipment was selected in accordance with ACCA Manual S. F:\...1935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service A& ACCA Manual DJS Is rip Terrace NY 11752 W Pae 10 Manual S Performance Data - System 2 - 1st Floor Coolinq Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 17,639 Outdoor Wet Bulb: 71 Latent Gain: 3,881 Indoor Dry Bulb: 75 Total Gain: 21,520 Indoor RH: 50 Load SHR: 0.82 Elevation: 67 Supply Airflow: 800 Latitude: 40 Entering Dry Bulb: 76 Altitude Factor. 1 Entering Wet Bulb: 63.4 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity:24,000 EDB EWB Air Flow ODB Total Power 76.1 OF OF CFM OF Capacity Input Sensible MBtuh kW S/T Capacity MBtuh 63.4 76d 83 24 1.64 0.771 18. Interpolation Results: Percent Load of Load Sensible Capacity: 18,500 17,639 105% Latent Capacity: 5,500 3,881 142% Total Capacity: 24,000 21,520 112% Power Input: 1.64 This system's equipment was selected in accordance with ACCA Manual S. F:1...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM ACCA Manual DJS HVAC Load Calculations for - Residence 935 Corey Creek Rd Southold, NY 11971 ENERGY 17 ' Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-383-4198 Wednesday,November 13,2019 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. Enerqy Rating Service ACCA Manual DJS IsliD Terrace NY 11752 Page 2 Pro'ect Report General Pro'ect Information Project Title: ACCA Manual DJS Project Date: 11/13/2019 Client Name: Residence Client Address: 935 Corey Creek Rd Client City: Southold, NY 11971 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 West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel-Hum Rel.H lm Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.488 Square ft. of Room Area: 2,868 Square ft. Per Ton: 1,061 Volume (ft'): 15,938 B ildin Loads Total Heating Required Including Ventilation Air: 36,339 Btuh 36.339 MBH Total Sensible Gain: 28,024 Btuh 86 % Total Latent Gain: 4,425 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,449 Btuh 2.70 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:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Rating Service ACCA Manual DJS Islip Terrace NY 11752 Pa e 3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D 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 System 2 1 st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D 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 Runouts 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 - - 40 -CFM - -- 21_CFM Infiltration Actual: 0.082 AC/hr 0.044 AC/hr Above Grade Volume: X 15,938 Cu.ft. X 15,938 Cu.ft. 1,301 Cu.ft./hr 694 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 22 CFM 12 CFM Total Building Ventilation: 90 CFM 90 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(22 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(12 CFM), Construction:Tight ---System 2--- 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(18 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(10 CFM), Construction:Tight Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area fTjMDD 1 Supply Attic 16B 0.04 8 768 No 1 Return Attic 16B 0.04 8 142 No F:1...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads _ Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace NY 11752 Page 4 Load Preview Report Nei ft. Se � Lai Net Sen SYS Sys Sys Du ct scope To !To Are Gain Gal Gal Loss Htg Cig A?T SIZE _� -_ I- I CFM CFM CFM Building 2.70 1,061 2,868 28,024 4,425 32,449 36,339 1,400 1,400 1,400 System 1 0.91 1,15.5 1,052 10,385 544 10,929 10,519 600 600 600 9x1 Ventilation 53 307 360 395 HW Pipinq 272 Zone 1 1,052 10,332 237 10,569 9,852 600 600 600 9x1 1-Master Bedroom,WIC 493 2,938 110 3,048 4,301 262 171 171 2-- 2-Master Bath 109 1,049 20 1,069 1,082 66 61_ 61 1- 3-Bedroom Front Right#2 169 2,477 49 2,526 2,351 143 144 144 2- 4-Bedroom Back Right#3 169 2,275 49 2,324 1,795 109 132 132 2-- 5-2nd Floor Hallway,Bath 112 1,593 9 1,602 323 20 93 93 1-6 System 2 1.79 1,013 1,816 17,639 3,881 21,520 25,820 800 800 800 lox_1 Ventilation 263 1,535 1,799 1,975 Supply Duct Latent 531, 531 Return Duct 696 93 789 791 HW Pipinq 1,361 Zone 1 1,816 16,680 1,722 18,402 21,693 800 800 800 10x1 6-1st Floor Bath 49 2,543 200 2,743 960 35 122 122 2-4 7-Livinq,Dininq,Kitchen,Laundry 859 13,307 1,522 14,829 12,162 449 638 638 6- 8-Basement 908 830 0 830 8,571 316 40 40 1- I F:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Ratinq Service k ACCA Manual DJS Islip Terrace NY 11752 Page 5 Duct Size Preview 7-1 Room or Source Minimurr� Maximurr� Rough Desig SPi Duc Duct Htg :;Ig I Act. Duct Duct Name Veloci Velocity Factor U10 _Loss Veloci Lengt W FJo_w _q.w ___8jze Svstem 1 Supply Runouts Zone 1 1-Master Bedroom,WIC Built-In 450 750 0.01 0.1 434.5 262 _,'171 171 2-- 2-Master Bath Built-in 45Q 750 0.01 0.1 698.1 66� 61 1-4 3-Bedroom Front Riqht#2 Built-In 450 750 0.01 0.1 366.3 1431' 144 2-- 4-Bedroom Back Right#3 Built-In 450 750 0.01 0.1 336A 109� 132 2-- 5-2nd Floor Hallway,Bath Built-In 450 750 0.01 0.1 4712 20� 93 1--6 Other Ducts In System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 685.7 600E6D j 600 9x1 Svstem 2 Supply Runouts Zone 1 6-1st Floor Bath Built-in 450 750 0.01 0.1 698.9 35[E:jjj 122 2-4 7-Livrnq,Dininq,Kitchen,Laundry Built-In 450 750 0.01 0.11 541.8 449� 638 6--6 8-Basement Built-In _450 750 0.01 0.1 456.1 316 40 1-4 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 768 800..'°80 800 10x1 Summary Svstem 1 Heatinq Flow: 600 Coolinq Flow: 600 Svstem 2 Heatinq Flow: 800 Cooling Flow: 800 F:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial NVr4C Loads Elite Software Development,Inc. Enerqy Rating Service ACCA Manual DJS Islip Terrace NY 11752 Page 6 Total Building Summaiy 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 319 6,125 0 6,517 6,517 0.32, SHGC 0.29 11 P: Door-Metal-Polyurethane Core 21 365 0 116 116 11 D: Door-Wood-Solid Core 21 491 0 156 156 12D-5sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1540 5,728 0 545 545 cavity, R-5 board insulation, siding finish,wood studs 12D-Osw:Wall-Frame, R-15 insulation in 2 x4 stud 235 1,212 0 252 252 cavity, no board insulation,siding finish,wood studs 15BO-10sf--8:Wall-Basement, , R-10 board insulation to 1120 3,360 0 0 0 floor, no interior finish, 8'floor depth 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 990 1,545 0 1,107 1,107 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-38 insulation 20P-30: Floor-Over open crawl space or garage, Passive, 169 355 0 18 18 R-30 blanket insulation, any cover 21 A-20: Floor-Basement, Concrete slab, any thickness, 2 908 1,471 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: 20,652 0 8,711 8,711 People: 5 1,000 1,150 2,150 Equipment: 722 12,583 13,305 Lighting: 40 136 136 Ductwork: 10,257 624 5,025 5,649 Infiltration:Winter CFM:22, Summer CFM: 12 1,427 237 102 339 Ventilation:Winter CFM: 90, Summer CFM: 90 2,370 1,842 316 2,158 Exhaust:Winter CFM: 50, Summer CFM: 50 Hot Water Piping, 90 ft.Total: ___ 1,633 0 0 0 Total Building Load Totals: 36,339 4,425 28,024 32,449 Check Figures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.488 Square ft. of Room Area: 2,868 Square ft. Per Ton: 1,061 Volume (ft'): 15,938 F-B-dilding Loads Total Heating Required Including Ventilation Air: 36,339 Btuh 36.339 MBH Total Sensible Gain: 28,024 Btuh 86 % Total Latent Gain: 4,425 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,449 Btuh 2.70 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:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Rating Service ACCA Manual DJS Islip Terrace NY 11752 Page 7 E ui ment Data - System 9 - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1318AJ1 Indoor Model: RH1T1817STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 18000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13500 Adjusted Latent Capacity: 4500 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB:70F, Sen.gain: 10,385 Btuh, Lat.gain: 544 Btuh, Sen.loss: 10,519 Btuh, Entering clg. coil DB:75.1 F, Entering clg.coil WB:62.7F, Entering htg.coil DB:69.4F, Clg.coil TD:20F, Htg.coil TD:70F, Req, clg. airflow:471 CFM, Req,htg. airflow: 132 CFM F:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Ratinq ServiceC ACCA Manual DJS Islip Terrace NY 11752 Pa e 8 Equipment Data - System 2 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RH1T2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 24000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 18500 Adjusted Latent Capacity: 5500 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handier Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71F,WODB: 10F, SIDE: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 17,639 Btuh, Lat.gain: 3,881 Btuh, Sen. loss: 25,820 Btuh, Entering clg. coil DB: 76F, Entering clg.coil WB: 63AF, Entering htg. coil DB: 66.9F, Clg. coil TD: 20F, Htg. coil TD:70F, Req. clg. airflow: 760 CFM, Req. htg. airflow: 300 CFM F:1...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13, 2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads ; Elite Software Development,Inc. Energy Rating Service '�1! ACCA Manual DJS Isli Terrace NY 117521 Page 9 Manual S Performance Data - System 1 - 2nd Floor Coolinq Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 10,385 Outdoor Wet Bulb: 71 Latent Gain: 544 Indoor Dry Bulb: 75 Total Gain: 10,929 Indoor RH: 50 Load SHR: 0.95 Elevation: 67 Supply Airflow: 600 Latitude: 40 Entering Dry Bulb: 75.1 Altitude Factor: 1 Entering Wet Bulb: 62.7 Equipment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 18,000 Datam 1 EDB Total Power 75.1 °F EWB Air Flow ODB Capacity Input i °F CFM °F Sensible MBtuh kW I S/T Capacity MBtuh 62. t 470, 831 18 1.84 0.75 13. Interpolation Results: Percent LDad of Load Sensible Capacity: 13,500 10,385 130% Latent Capacity: 4,500 544 827% Total Capacity: 18,000 10,929 165% Power Input: 1.84 This system's equipment was selected in accordance with ACCA Manual S. F:\...\935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Rhvac-Residential&Light Commercial HVAC Loads �� Elite Software Development,Inc. Enerqy Rating Service ACCA Manual DJS Islip Terrace NY 11752 Pae 10 Manual S Performance Data - System 2 = 1st Floor Cooling Loads and Desicin Conditions Outdoor Dry Bulb: 83 Sensible Gain: 17,639 Outdoor Wet Bulb: 71 Latent Gain: 3,881 Indoor Dry Bulb: 75 Total Gain: 21,520 Indoor RH: 50 Load SHR: 0.82 Elevation: 67 Supply Airflow: 800 Latitude: 40 Entering Dry Bulb: 76 Altitude Factor: 1 Entering Wet Bulb: 63.4 Equipment Performance Data at System Desi- n Conditions Standard Air Conditioner Model: , Nominal Capacity:24,000 EDB EWB Air Flow ODB Total Power 76.1 °F °F CFM °F Capacity Input Sensible MBtuh kW S/T Capacity MBtuh_ 63. 760 831 24 1.64 0.771 18. Interpolation Results: Percent LODA of Load Sensible Capacity: 18,500 17,639 105% Latent Capacity: 5,500 3,881 142% Total Capacity: 24,000 21,520 112% Power Input: 1.64 This system's equipment was selected in accordance with ACCA Manual S. FA...1935 Corey Creek Rd_11132019.rh9 Wednesday, November 13,2019, 9:05 AM Horne Energy Rating Certificate Rating Date: 2019-11-13 EN Registry ID: Unregistered tdlt rNroxx Projected Report Ekotrope ID: mvoMaApL s Index • 1 Savingso e • score.is a relative 935 Corey Creek Rd •- a • - • Southold,i e number, $2 • -energy489 ° • • - • more, *Relativee _ average •6-0 • • Constructi-on • • Your Home's Estimated Energy Use: This home meets or exceeds the Use WWI 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 HERS"fndex Horne Feature Summary: Rating Completed by: More Energy Home Type: Single family detached Energy Rater•Matt Wahl xso Model: Custom Home RESNET ID:2572845 Existing 140 Community: n/a HomesRating Company:Energy Rating Service Inc (:" x3o ".220 Conditioned Floor Area: 2,868 ftp T:� x10 Number of Bedrooms: 4 35 Tellar Dr,Islip Terrace,NY 11752 Reference 77 631-383-4198 Home = 100 Primary Heating System: Furnace•Oil•86.7 AFUE -"- .t ,.p 90 Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider:Energy Vanguard80 7o Primary Water Heating: Water Heater•Oil•0.79 Energy Factor 533 W Howard,Suite E,Decatur,GA 30030 I3yY 678-662-4332 bo® House Tightness: 3 ACH50 Y �,• •r- f-°; 40 This Home Ventilation: 86.0 CFM•35.0 Watts '� ao Duct Leakage to Outside: 20 CFM @ 25Pa(1.1/100 S.Q xo Above Grade Walls: R-20 Zero Energy 20 0 Ceiling: Attic,R-38 Less Energy Window Type: U-Value:0.32,SHGC:0.29 Matt Wahl,Certified Energy Rater 4lT13 R(3�4T Foundation walls: R-11 Digitally signed:11/13/19 at 9:56 AM New York ECCC 2016 Performance Compliance FaUm ce Property Organization Inspection Status Evr 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community: n/a Builder 935 Corey Creek Rd, Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Annual Energy Cost Design New York ECCC 2016 Performance As Designed Heating $1,704 $1,549 Cooling $122 $96 Water Heating $445 $445 SubTotah-,, d 46"A etermine=coma)iance'; `i`' r' $2, Lights&Appliances $1,161 $1,169 Onsite generation $0 $0 Total. 3'4 3 6 Requirements Performance=)aSed'Go, lla05 nCB a55E5 b '$`0°/at' - ` R402 41.2 Air Leakage Testing Air seating is 3,00 ACH at 50 Pa It must not exceed 3 00 ACH at 50 Pa. i � Aie =we te`�av r"`e fen `ati" a gh d. ag esti on:Sf-tG R402-5 Area-weighted average fenestration U-Factor R 04 u `inent•Efi" t R403.61 Mechanical ventilation Efficacy tvtt ` d 'Mandatory,Gfe tisi'checked andaocoe're tilremebiies''tteatt.�far'e'i c eckedb.Ek6to e'must' '- z c.., R405 2 Duct Insulation Design exceeds requirements for New York ECCC 2016 Performance compliance by 8%. 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 Projected,I certify that the budding design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. It rating is Confirmed, I certify that the address referenced above has been inspectedAested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or wail be verified as such by another party Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 11/13/19 at 9:56 AM Ekotrope RATER-Version 2.2.5.2296 New York ECCC 2016 Performance compliance results calculated using Ekotrope RATER's energy and cede 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. �Ievv York ECCC 2016 UA Compliance ENRa �. e Property Organization Inspection Status r rc en'rr 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model: Custom Home Matt Wahl Community: n/a Builder 935 Corey Creek Rd, Southold Sligo Construction Corp R839-1-935COREYC REEK-MJW Building UA Elements IECC Reference As Designed Ceilings 35.1 37.9 Above-Grade Wails 113.0 108.4 Windows, Doors and Skylights 126.4 113.8 Slab Floor: 21.8 21.8 Framed Floors 8.8 7,3 Foundation Walls 66.1 63.7 Rim Joists 12.9 11.5 Overall UA(Design must be equal or lower): 384.1 364.4 Requirements 402.1,5` Tbta`U t A alternative for insulation and fienestratioo',�, s 40232 Glazed Fenestration SHGC Average SHGC:0.29 Max SHGC:0 40 - R402,4i1,2 Air,Ceakage Te"sting'' Air sealing'is 3 0t)'ACH.at 50, it must nat`exceed,3 00 ACH.'at 50 Pa,' R402 5 Area-vveighted average fenestration SHGC R402.5' _:- Aiea=weighted average fenestration U-Factor 4 R404�1 m, "Lighting Equipment Efficiency �vtechanical_,,bationEfficacy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met .Duct`Testing. 403 5 3 Hot water pipe insulation Design exceeds requirements for NewYork ECCC 2016 Prescriptive compliance by 5.1%. Name: Matt Wahl Signature: A*d Organization: Energy Rating Service Inc Digitally signed: 11/13/19 at 9:56 AM Ekotrope RATER-Version 2.2.5.2296 New York ECCC 2016 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments Ekotrope RATER is a RESNETAccredited 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 A, tL Property Organization Inspection Status - ' ice 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community: n/a Builder 935 Corey Creek Rd, Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW General Information Conditioned Floor Area[sq.ft.] 2,868 Infiltration Volume[cu.ft.] 23,200 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.] (Calculated) 63.80 ELA per 100 s.f.Shell Area (Calculated) 1.048 CFM50(Calculated) 1,160 CFM50/s.f.Shell Area(Calculated) 0.191 Duct Leakage System 1 System 2 Leakage to Outdoors 42 CFM @ 25Pa 20 CFM @ 25Pa(1.1 0.99/ 100 s.f.) /100 s.f.) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 42.0 20.0 Total Leakage[CFM25/100 s.f.] 14.0 1.1 Total Leakage[CFM25/CFA] 10.040 10.011 Mechanical Ventilation Rate[CFM] 86.0 Hours per day 24.0 Fan Wafts 35.0 Recovery Efficiency% 59.0 Runs at least once every 3 hrs? true Average Rate[CFM] 86.0 2010 ASH RAE 62.2 Req. Cont.Ventilation 66.2 2013 ASHRAE 62.2 Req. Cont.Ventilation 90.8 Ekotrope RATER-Version 2.2.5.2296 A!I results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report Building Summary Property Organization Inspection Status Kowa� 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model-Custom Home Matt Wahl Community'Na Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-IOJ W r ;VrM "';;4*rc .�,x•;x-•^. mom.,, ..W...,r�,.,� ,•.�"he;�2„rsa•.:xrca-„•z.^,}N��” '¢` rK,m 7;'�iriwn�.m.,y.•r,1a;,�'`. _,q�`t �✓'. _ A4' a•E„ixur `�.,,�•..,�,,,;.�;,d,"1�`�uiwldi�n ��I��€olt'�rta�'+��'�.y.��;,.',-,<;'a;'��4;�n�.'�s��x..r4 �-,g:��.?err'„ tr.; .;�,;:, p",s��R ,e'r ,y,- «��^_•�� r?y�'�'�°ae.�,.,r,i,r,3�,yf'�h-r „�a�,. a ,z3$t'.�,�-'fin,.-,d:,�,_wrk�t'i�S:�.�',y�s,�',�,..f.EBs�,..Se..,,��,a.�w w*ta..;+:��'w+Bedrdoms�_ - , ., a;, ;_[.' ”' ,=�'Floors . ...` _ _F1`oor Area;[sq.ff] _„ 2;868 a`" Unconditioned,attached garage? Yes Conditioned-Volume jcd,", J ",-"'23200, - Total Units in Building Residence'Typa`, �;Singtefamlly'deteched^`� :4<• Floor Number ” _ , `Model _Custom Home;T" _-- Community n/a Y' v , „,z.= ,„1-,,;,., ,`�'.r'i`..,',_ '�v1?6,:.� "� :sx� rR. °�';_ 'r' z-,,» ar,�,.'�"?�:, "rrg .2., °"'Yrs.. °.f t<;.serx, ru»�„ .a,¢�",..�P,a'ti ;i>;+.<,_•, a�� '„^a ,„z�, '"C"^a,:,r�'`;=f„ v:&�g,�t�;.., a�.�nq�k,,,E ,��-�„d.•s;N „T°i?, k.,z,.�3rc£, ,»'_'$,'�w' Ri• '�,�T; �="i,«.a,+, z' ',o 4+u. T r*q, ~ti rrti;k'�:",��',✓�ix._"^,r�',y.w„3�r'+�."',r��,�,°l`*''s.``�t''�',' ,•�.,.,,7a;`:; �r'rt:?_v,,nV"e� .a';°h tT". id :,~^;;'>:��,v-: *�,<t, „�'aF':,_�a,=.Ys ;ti.r«, ',�.ar�.,r�`'°"z ; �_-,,�., •,y, u ,� s, �rss4. +s „r€a �=aY=�+, =,ra. 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't.,�s8°� ,fan^,� •e•�9 sMJ n':�-�,° ivy° YS•r' ,.,t:. +�,, _ i,-f� / y.»,�� e.x+'A'M'+ �Fc -°r�,v•� r�i�* 3�" ,Y* - ';Y�^' '';- i ea€±�,";�.n ;i°S:�"^,-. - s^;^, "a, .d, ;1'«"'>,esA, �,^,kh,4'•',x,x, ,,k,�", g',k�� 1 „?a =r,� Name Library Type Perimeter Floor Grade Carpet R Exposed Surface Area Location Enciosnig Masonry Area Unnamed Slab,-,Uninsulatedstab-- 140..�_'BelowGlade 908; -908.0R' Exposed Exterior Conditioned Space �, ,,,,"?t .ya�r ""` xs�°i,.��'�-:�":` '� ,rr �,. �;"�,M• ' �. 2^ a;�, v ,�Y* s�,.?',,; �+.��,,,aa."=r ,"�:%°<;;'v`��;'se'i v; ry _ "`�ao``-,.�, i.i- �A, "�_ m?'� ,kc°+'a��;P �� =."d�s n'+.F,3zr"?:� 'ke 'r�'`r''��,v,.+ enn>,,� „�,au, „+�=«'Q?•a,�,�•r< -�..�,ltt,4P.�,�,, i�' a£�, ,zs se:-, '�- ,�,i x�-.'�a a,tx;;.,;,,,'ai<':'.s; r>�� x.w'�:.0 4;a�aS:�:� �,e'r��'Gz.',"':i'':;�<;,��.��`,•,F,�, �`^8�(Q��`�L�/dE� '�L S��a T,2 a4�r=��4�;Y'"''o4S,t`L"'.-�!''��`s "`-�,,..;t'3��'i.��,` '�'-..�;r+,•1n �,m, fix. ..g Ga' i, f ,.sw�`,�2�'eC' a..�.:a��',,,3•.� .�2,. ;k^r'��',r.,`,f$"t..^,�.r,.,• l,. y�- � ,6,P ;�, - „+,* ,&}.4M;,�;a'.; ��',* ,iY,•3' x� `"�,St' s�.,�+y.e '`�e'�"1v:, .'1 b,e�. a - =a"k*+r e°E;nra �,�, e.�-„g •uM�};u ,3,. 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Insulation Width(ft]Insulation Depth(ft] Insulation R Value No 0 00 Uninsulated slab; d Frae i mother' No 0 o• Woo 1 Building Summary 'FN Property Organization Inspection Status R# BT ll 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:custom Home Matt Wahl Community n1a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW -7$'—TT 7—��7 Nam�' Library Type Carpet R Floor Grade Surface Area Location attached Above Grade Garage Ceiling' ,d. tione -,,garage r 1w ov-7qr,7:,l V vP*s4V-- qwqr "q 31 ,JA 0 Name Effective R-value R30,FG2,10-16 eko[r 25729 sl N�Br Name Ltbrary�rype Surface Area Location I-amb, M Exposed Exterior 108 oft" 11 R20 01 1-gar, R 15 0, 32-0 ft-a Unconditioned,attached garage ;Exposed base 1} R-20-0: 140.0 it-, .,E sed Exterior Name Effective Insulation R-value R 15 00 R 20.01', , ;,,'2000 r^�"Name Library Type SurtaceuColor Surface Area Location 1,838.0 it-' Exposed Exterior 2x4 Exterior Walls',, 6+5-eko Medium 2x6 Exterior Walls�`""'. R19,FG 6-16,+5 eko Medium 190.0 ft2l Exposed Exterior -266 0 ft?; Unconditioned,attached garage Garage Common Walls',_ R15,FG2,4-16 eKo* Medium Building Summary Property Organization inspection StatusrJUIC>° 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Moder Custom Home Matt Wahl Community n1a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYC REEK-MJ W Name Library Type Surface Color Surface Area Location Knee Walls R15,FG :4-16 Bko Medium 60 0ft'' Attic Wit., �.K ""-,:;� <;�� ,:i �.�h 'A s; Fv„i, .r�. ,,,�>: - ,s�;., - z�"ii'"�°z., ,r#, ��'•�ap '�?'rr,r.,. 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SHGC'029 Unnamed Glazing<< U:0 32; 2x4 Exterior Walls'• ' 2, `1 6 West 27 0 ft= SHGC:0'29 Unnamed Glazing, U`0.32, 2x4 Exterior Walls'- ' ' 0'• O 7 South 14 0 ft2 Unnamed Glazing; '• U,D 32, 2X4 Exterior Wails"',; 0" ' A: 3 South 14.0 ft2 'SHG C,0 29 r: Unnamed Glazing` U:0.32' 2x4 Exterior Waits 2' - - 1^ 6 East 14.0 ft2 "SHGE'0 29 - Unnamed Glazing%• U,0'32, 2x4 Exterior Walls - - 2 - ;, • "A" 6 East 6 0 fie ,SHGC:029 Unnamed Glazing," U.0 32, 2x4 Exterior Walls 0 r _ ' 9 58 West 8 0 ft2 ! " SHGC,.O 29 Unnamed Glazing, --U,032, 2x4 Exterior Wails 7 °r1; 6 West 27.0 112 SHGG 0.29 Urntamed Glazing,'', -- U:0.32, 2x4 Exterior Wails 0 0' 5 East 49 0 ft2 SHGC 0 29 . 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'i ,” ,,,� `:ice^`i `S° 't�..��” trams,�"�"km',+.<,_.a+a".�a - e>�,.tar.,,w.r�.&°�,�s'.,,,��.��,.cv.��wr.,a��,.�.�'t,;�:;xzss�e�rs�..t.�,,,,h,vie'.�d:E;...£,#•'srm��',.��,.,"`aaa�'�`i"Ms3, .� a�a�*,,,_�„�,,;� Name _Library�7ype 1Natl Assignment Foundation Wail Em-rttance Solar Surtace Color Surtace Area Location Assignment Absorptance front'' '2,1/4 Wd solid 2x4 Exterior Walls 0 9 0 75 Medium w m 21.0 ft= Exposed Exterior to garage!,''6 R5 steel'insul Garage Common- 0.9`, , ,-0751 Medium 21.0 IF Exposed Exterior Walls' °«,a'.�; ,'r,.^s'r�,t�,��o`e�."s`"'`'�,:�x:'e."*" _z ra'r"s't,""P,'-„',,, rr�k,x��-a�'R'*w �..,r P,�`R�•;' M'-"w''fi 5Y`X`=",cxrr.+f,urs �=„'ra'#„s;*,,^x?w%r”.;a :'�,;'c,-T+.,•�°�y`,,. ,r;.�^w<xx�,;~<.:�;�h`.^r.�,•�:t�,r<�o sx,rw'� ^rrn^� ,n°r`�nT;,;",""':>y'" „��,^ - �„e•�i`r ..a„t, ,..,5„w �Y', jr,�p - ,�- ,,`rR.�w` .4,• vu` m;i"' *;t..,.Ri��, � ',lf«'M an,'> ;ust'',.;r".S��y>+s4,,,,ss -S h'v'�,n„"�k t �^ ` ` S,..rcc,' .n„# =,�ra�,,m`� co- Name Effective U-factor 2-114 Wd solid core”, 0,357 R5 steel insul, 0.200 4 Building Summary 'FN Property Organization Inspection Status -94 935 Corey Creek Rd Energy Rating Service Inc Results are projected V Southold,NY 11971 631383-4198 Model-Custom Home Matt Want Community,n/a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW w-^}�V_�ZM g"'�--,Ti�,�--,v�% -A r 77 7 Name Library Type Attic Exterior Area[s.f.j Clay or Concrete Roof Surtace Color Surface Area Locahon Tites Attic Access �tl ------ cHatchR38eko- No Medium Fiat Ceiling!R38,FG2,8-16,CrossLay 1,381-% No, Medium ',%_',':1,2360ft2 Attic eko Slope Ceiling! eko 106- No Medium- "A'06,101ft' Vaulted Roof N� g -4 j 'k W' Name Has Radiant Barrier Effective R-value Attic Hatch R38 eko' .No 31319 R30,FG2,10-16v eko,,,, 2 N 24696 R38,1`432,8-16, ---'No 37,082 CrossLay eko,' p," T_ 77 7T ''7,7,7 "N infiltration Measurement Type Shelter Class 3ACHat50Pa4'- 3 Ventilation Type Ventilation Rate[ft'! Operetional�hours per day Fan Watts Runs once every three Energy Recovery Percent IVlinute] hours Exhaust Only, 86 24 35 Yes,,.�, "59 °%tntenor FluoresoenY %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting °!°Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting O�' 0, 0:, Building Summar/ EN p� A KeAe Property Organization inspection status 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community`nta Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJ W .,.`oi7�M,,,sr„,+m��.h ;?A nim „ ,M} „>- •.,�,,,,a-r».,-� ;.r�,m'R'a,,"",.u`rr< s�,��;";""` zr,,,a""^i?'"t�-'_+'' :�.,'k'S.,'S':..�A?^c+> xa •"y=„_.U ;ami: �S:?° -of,.,,M-t,,^r�,,+,g s. e,,�', ., u+„i" "'.•Mr,.•,^"zr^'nT„`='«.'�^o-, fiC' �, '.,�� .,�,�.. -,�.�,.'*t;�,v -'�`�^.. ��,e - r�'�T,'' �e5• ,lN. �n€;�.�' T.7� ,��#zr, ,'�YF^ y..,,r;,d,'t°�-`*• ;''�,�,�,," ,`.�r '"L; ^4 Y §°';s'. 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""'"�`S., N'^•,`,ryf, wsb-o.r .�;a^ta n;.%T:., ,,�'" t� �+;' ,'a, ;,>saM u�2'„ .''*,✓,l.e ,:t�'`'*• ,3i ',�,,,K,r..,� ,.��i, r,,�at,ti,,t .�zo'-"'-: ��;,,,,: 3",y=`K";>'�,�.,.�.��:,s i,�'d. '%�5_a4',': __ ;v'; Vi'µi. .r,"W;,; c,-,,;;';.:1,,, � »rs:.r' �=•t 3,e:r�•_€•=,e�',.-� ,�„r iF«'``.y'„"!^3d[�i d app, - r,"yft,. „Y.S, .,°"?i�rn,�,,(�&`„",';`�.x ="xsf� ��; `�+., .?..�.n+•�„�Fr,,..,'�,,,.a»,e,�.z�;.. .`,#'�; �, a,�,{`> Ari ,`,�,;�:,`%,,,� � @@//��J®�,�=�{,�Vf[ ii,�?E 6i� y�gy9� -=<,.� ,3 ,,h. � ns, .x+ '.�x,.,,.,, �,,;r5:='rF �'�'qy`.F•. u,:F. 7 S.,;wr�' ;��,-•'1F•,""`.k%..y7 '�.k,A,n .�fa.4, A■�.ii .e,?x i`Ws,. C, 'r,�4C:)J�`'a.:3,,€,n 5 `i"'�.v,' _fii, r"=nfi,'a�: ,t�a",xr'k. tkm,,,, C�au`Ycd ,d,, o�,,,�' .� �.. :z.«,'n`.- ;za„ v:r;'•#•.,�`w �-4i;+ „',;•'°",v' `ya,'u"^�"� .y y^T ,,ik €S;'�"'��-=',-a'r;�,,,?k�' w,a, ,tP,m c.",'.,.;t;",�• >wa..�.:u,.a.� +..#,,,3:,c., ,v`ay.:a a:.�a ;,':-�r-�r".a. `x tan.d„�t�4::^ss%�eu� Name Library Type Heating Percent Load Cooling Percent Load Hot Wafer Percent Load ur" Location 1st Floor Cooling;; ,ACC,29K,-'14 5 SEERO 0% 50'� 0°f°t, Candnlonecf Space 1st Floor Heafingi,' °• '`Oil Hyd_air 92k,86% 50% 0% 0%•''u` 'Conditioned_Space 2nd Floor Cooting�_�- -;',ACC',29K,14 5 SEERO 0% 60% 0%;,, Attic 2nd Fl0or Heating,- (?It Hyp-air 92k”86°f° 50% `0% 0%"-,,,' �;,', _'Attic Water Heatmgj Od,iT,50ga1,8613% 0°b:- 0°le 100°f° Conditioned Space ,�y�y.,..�u.,p..... . ".n,."ic5y"•o'.'^ -,.�fPWxwK M"s r s+p}"tyNro,.. .,'�t.';�i��s:'a Ezd,ry .b `� �,iN/pyr■/,��.,■Ie�,��;S�o,��ysyq�y��r'.Y , , ;. inSr V, y „,,'.��„a.&at.4ry.,;1i+*n' ^+k^yseY "+'r4 f�f�Y��,��e,��✓ �i�i'�P*�V'1M 6rW/�9��{`� i V,.V� 9®Y✓'Fe l�`„..`y',,, ,^.,;s 4�u�s.' T'.iw,r,, ��xt' Fuei_Type:: Distribution Type J Forced Air” N1QtoC'Type- „ . C'(Single Speed}�;: Cooling Efficiency 14.5 SEER ,Cooling,Cap'acity(kBttilh);_ 29,r-' _. 6 Building Summary wVN Property Organization Inspection StatusRa!Utce 935 Corey Creek Rd Energy Rating Service Inc Results are projected PlY Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community Na Builder 935 Corey Greek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-IAJW Equipmeht Type: '01FHyd-qW92k,,86%, J Z Fd4l e T'p 'Oil 'y Distribution Type Forced Air 'K46tdr TOjc� ''y -,I?SC,(Sifigl6 Speed)` Heating Efficie-ncy 86JAFOE' 7, "q Use default EAE No ,EAEJkWhl945 - Fuel 'ypq Distribution Type Hydronic Delivery ,lH6tW6fdr'Effiqency-- r, 0 Tank Capacity(gal) 50 (��alia6i M61h] �ot'Water-r'Capacity[k Recovery Efficiency 0.86 Building Summary reiz%ce Property Organization Inspection Status tai 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community n1a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW YZ J), t ,-IstrNiti n,,, x 2 Distribution Type-" Heating Equipment 2nd Floor Heating pmen -,Go61ing ,Ppqli�nd,E�di t � 2nd,Floor_ Sq Feet Served 1052 Supply Duct R Value -8 Ret6m Clitict-IR Value" ,-" ,"",., - _1�117 - 1 1, - -J,.- _ , " , :I", J, Supply DuctArea[ft2] 28404 . =Ret "'52 6 dfi ft 9 Poct Area Leakage to Outdoors 42 CFM @ 25Pa(3,99 100 s f.) Tota!Leakage42'CFM25 - Total Leakage Duct Test Conditions Post-Construction e ,OS6 Dbfaqli Flojv Rae Y,s Duct-I Duct Locabon Percent Supply Area 100 'Percent R6tum Area=.`,,,,'�' Jq0 'buct 2 -DuctLocaffoh Conditioned _Percent Sup-ply Area 0 ,P4r66n(Return'AJr 0 Duct 3 Ddd Ldcition -_--p9nditioned Space,-' Percent Supply Area 0 PercehtRelurn Area, uct 4 ,Dbct Location Conditioned Space Percent Supply Area ,Ya r6ent Return'Area Duct 5 Ouct-Lo6atibii CionditionedSpace_,' ercent Supply Area 0 T6rc:eht,R6tbm Are6� Duct 6 -.Duct L6caiion,,,' -,-",Condiboned Space Percent Supply Area 0 Peic:ehtRetur6Areaf',,,"` '0, 8 Building Summary ENM Yc cc Property Organization Inspection Status t fwt�f Wente 935 Corey Creek Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model Custom Home Matt Wahl Community n/a Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJW Distribution;SV�teriny - A, Distribution Type Forced Air Heating Equipment iscnoor Heating 1 st Floor,C6oling Sq Cooling EquipmentFeet Served" 1816 :9 Return-6rilles Supply Duct R Value 4 Returh DuctVaIu6`:-,, A Supply Duct Area[ft] 76842 - re -Return DuctA afft-1. Leakage to Outdoors 20CFM @_25Pa(1.1_/`1_00Jsf) 'Total Leak e _,-20CFM25 Total Leakage Duct Test Conditions Post-Construction ,Use Default Flow'Rafe, -'Yes,' Duct-11 'Ductl_ocatioii Condit d pne—Space Percent Supply Area 100 P6rCeiit-R6tum'Are6 100 Duct 2 Duct on Locati -'-,'tonditioned,Sp6ce 'Percent Supply Area 0 Pe;rcent Return Area, 0 Duct 3 Duct Location , Conditioned Space Percent Supply Area 0 Percent,R6t6rn Area '0 Duct 4 ,Duct Location- Conditioned Space Percent Supply Area 0 Percent Returii'Area 'O Duct 5 Duct Location ' - - - — - --: -Cond,itiondd Spac6,' Percent Supply Area 0 ,Percent Ret6T Area,,,,, 0'%' Duct 6 -DuctLocation ConditionedSpace Percent Supply Area 0 Percent Return Area_, 0 4CeiIn Ate Has l Ceiling Fan, No– C Cfm I irn�Per Wait 100 7 Waier'Distrlb,utibn,777 nu'- Water Fixtur6,Type "--'St6ndar& Usebefauli Hot Water Pipe Length No Hot Water Pipe Length[ft] 140" 'At LeastR3Pipe Insulation? Yes `Hot WiitefRecitulatiq6i S ystem? No, Recirculation System Pipe Loop Length[ft] 20 Drain Water Heat Rbcov' _Pry?. ,No ...... 9 Building Summary E � Property organization Inspection status W IZt� C G'7UIce 935 Corey Creek Rd Energy Rating Service Inc Results are projected cJ Southold,NY 11971 631-383-4198 Model-Custom Home Matt Wahl Community nta Builder 935 Corey Creek Rd,Southold Sligo Construction Corp R839-1-935COREYCREEK-MJCW prw; ;&"wu^p4,^"..kh.';""'yy,r;+k��""1knT",a;;•',"-C%�a"^. {S '� * �i+ Y -1. M.;"�.-",^"ty'. s.'k`3rh " ,.Fa rx+.-'d, .d ,'"n£n x rt° .?c✓^`-`, G a:,xsr�;'r;°r,«.,q; .,w,T >�: .� .�; - •,'�"d,�. `a h� Ix r.�,r h,�z x�S'.n„„ S,�K.,�t�jK;�a��;�an� `' '�=4'^`�`'i�tfi"�X2ai,`. +.�;�,''k .Fuel Type _ Cef 2817 � `Field Utlliiation_, r a*"W t�h;,��,u":;s.,,r"`{ �M'^k+.�^,w ,Ynl�is4',aY.`�,,,".,, ,?t=,.r's5p:., ,�'+,.y "�..w,Ne„,•�`�j�t"; /� �(��•r��+��"{ }``� �u�,' rC,%%r�. Y.,',>:k6.']wy."s'1.td-�`.J,..;d,�t.;`.'�...aeS,4x'u.,a;G'Lu„ F r'+;"+nai�°i�} "+�a..'-..l.Sl'k"iw tick.`aG�w�e4v�,•i'�4vk:dh;.k�,s..w'a:�'��'..it`.".3i^'F.ade�&. �»..S.L'4��.�i...�.'�`w`3�"n`wka-i�^1 LaE}e°I'Energy Rating°� „ 'f,-; r151''kWhlYeae �. Electric Rate -$011ikWh - Gas Rate St.22/Therm 3,31 imef 215474' "x -''. � ;9 sk.�'+: .'a a5 „4u`�9iy Ge '::Ymr„� :M e�e� �,? 4`-._:�J,vu"•t=".�a.`ss e�.' /�F�'Ay�b 7"�,(l�a`{q y� }�q �R,� ,°a�ld`ic�ti/'",^,sx""s;,.',zS •. � 'v,•,+ 3 ,•drT� s,a:,<.r,�.�;r:'""'z�^'•rt',ittq�r;-W,�y:� IrSh;,t':` s�:<'c�, w,k�, �. &'.^��'".��s.;u� '_, &�, 4?ti3 k.,krx e, .� �ti,ss..�.«a,�3`r..w*,�'zl°�c�,..x`t�`swcd�g.+mw, �' `°'S s �r "F"�a°•�. �� Pragrarninable thermostats; ” , _ Yes° Dishwasher Size 4 , Standard Dishivaslier,Efficiency. O. EF,'� Range%Oven Fuel - Electric ConvecttoriOVen�1 Yes" u, inducfion Range? No T ;'Refrigerator Gonsumpitdn= ='' - 578;kWhlYear�;`` g,� ,i "��x',�'Tx�r` �;'��";,,�;'18,:�;�-,�e'F�a,� :;^�"r��i�'t' �fkM%+,i �'•��',- +� °Cs„�, a`t i�,i,„`�� ;T+'.`^a`,`r,: MJW 11/13/2019 935 COREY CREEK RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -OIL,ELECTRIC -6 12 PITCH x1.202= -3 BEDROOMS -2 STORY -FRONT FACES WEST -ATTACHED GARAGE -ATTIC HOUSES 1 AIR HANDLER, 1 AC COIL,1 HW COIL -BASEMENT HOUSES BOILER,HOT WATER STORAGE, 1 AIR HANDLER,1 AC COIL,1 WATER COIL -RETURN GRILLS 2 -WDOOR AIR QUALITY FAN 86 CFM X24HRS SOLAR PV NIA 10 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) �y -------------------------------- FOUNDATION ------------------------------FOUNDATION (2ND) d Zl1 M • o vm LA UN ROUGH FRAMING& e PLUMBING H . p1 1 V)dA OW T6 l� ho' -- INSULATION PER N.Y. K H STATE ENERGY CODE S FINAL l � c� ADDITIONAL COMMENTS C� 60 �- G cl �Ao / c9 u m 4- is- ro - o - z a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followir} before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans Vr TEL: (631) 765-1802 f r i r j (� Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMITNO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined Q 20 Single&Separate Truss identification Form Storm-Water Assessment Form V Contact: Approved 20� Mail to. N14 11 Disapproved a/c ` �(o� W>9j'e'rf�d� //��`� S&,; 4-rcJ X J,11 of YIJ Phone: S-1(o " C�Q ��- Expiration ,20 Vi 1Z tng'Inspector 1 ' APPLICATION FOR BUILDING PERMIT NOV 1 4 2019 1_....' Date , 20 w INSTRUCTIONS a.This applicationMUS�T 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 use&in whole or in part for any purpose what so ever until the Building Inspector issues,a Certificate of,Occupancy. f. Every•building permit shall expire if the work autliorized has not commenced within 12 months after the date of issuance or has riot been completed within'18 mor from such date. If no zonifi-` eiidment's or dther'regulations affecting the pItoI efty have'been enacted in the interim„the Buflding Inspector may authorize,'in writiing,'the'exfetision 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 cod , and re ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig ature of app scant or name,if a corporation) 13 5 wJO NGalk- LLA, (6 1; &j� 1)571 address of applicant) State whethapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 16(A; �� Naive of owner of premises 't-z Y'�-�V� (As on the,tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 41s-n - 14 Plumbers License No. Electricians License No. Other Trade's License No. 1. Loon of la d on which proposed work will be donne: catif House Number Street Ham et County Tax Map No. 1000 Section O •Block- ! Lot oC Subdivision C-0 YL°ti C' ,r,teQ , 6 ,1AFZj- Filed Map No. 9,P?3 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (�t/A C J�nT T b. Intended use and occupancy ,�$S,' {n J�`Jt ,s;�,r �f kv� /7 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this anplication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor Ott F16al If garage, number of cars 6. If business, commercial of mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with afterations or ad iti ns: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front s lg7 Rear 15-1 5-r Depth O Height Number of Stories 9. 'Size of lot: Front Rear , &'-Depth O I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Ns' 4 T-%9t 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO I/ 13. Will lot be re-graded? YES VNO Will excess fill be removed from premises?YES NO ll'� 10 Lm�kSIf-I (A-UIt P 14. Names of Owner of premises r'�'fn 094 Address Ale— tsg kfi AN, 1( P)Phone No. 01- Name of Architect eywh cl Address f?sl 41,811 44t Phone No (o 3/• e F F - Naive of Contractor S L :(u CAn,!'r,%-& Address 711114 Phone No. ,r14, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_Le� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants"and restrictions with"respect to'this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFt�Sg � l•� W%.,u \>AVL:1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing cdntract) above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) - of said owner or owners, and is duly authorized to perform or have performed the said work and to male 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 thi$ / _ 14-l' day ofll/(�e�/1�] 1-ltd 20"o. Dawn Jolmon / Notary Public 'No�A 'Notary blic,state ofNewYork ;,° S ter of Applicant "=No OIJ06349053 Qualified in Suffolk County Comugsdou Expires TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applymg9 TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of�oardapproval ans TEL: (631) 765-1802 Plan ' FAX: (631) 765-9502 urvey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c I— f-p hone J I( —20 Expiration 120 Building Inspector i � �='t,,-� 1�- i� .,,E #c:� i o�•i`' APPLICATION FOR BUILDING PERMIT OCT 16 2019 Date , 20 INSTRUCTIONS a;�Tkis a:p cation 1VII ST T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofpIans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app icant or n e,if a corporation) (Mailing address of applicant) State whet er plicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises G�CJ�IWIY k��lu - YQQ.� A: . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and"title,-of.corpor`ate,officer) ' Builders License No: Plumbers License No.- Electricians orElectricians License No. Other Trade's License No. 1. Location of land o which proposed worX wil be done- Of/ 011 Chi ec�-�h0( R� House Number i reet Hamlet County'Tax Map No. 1000 Section [ Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. -Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories P,i 1E G' 9.- Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 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 premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,,with accurate foundation plan and distances to property lines. 17. If elevation at any,point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, OONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor,Agent,Corporate Officer,etc.) O. Qualified in Suffolk County Commission Expires April 14,2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and ile 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 c day of 20 ;.. `( 'q Notary Public ' Signatur of Applica t s�,ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road CAFa- AOMW P.O.Box 1179 @ roer riche 1} Sowhold,w 11971-0959 G_l • AUG 2 7 2020 BUaDING DEPARTMENT Town OF SOUTHOLD BumDrNGDEFT. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r� 2�r Date: g`, 2y. 7/ Company Name: aU utl y2 -tr-iG Name: e f i License No.: Address: hone No.: b3) b b 3 63g Dl3) !�g 7 -3 JOBSITE IN FORMATION: (N:: (*Indicates required information) *Name: V�' 1 J *Address: Cross Street: *Phone No.: Permit No.: I Tax-Map District: 1000 Section: Block: D9 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Cleady)' (Please Circle All That Apply) *Is job ready for inspection: W 1I I A)W) YES/ NO Rough In Final Vo.you need a Temp Certificate: � NO �f�� !`n�� ) h2J�Gt u2r2,1��n��Gdm�►O r� Temp Information(lf needed) *Service Size: Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Numbe Wters- Change of Service Ove d Additional Information: MA A0 WiTIi APPLICATION 11J e BMeWest for Inspection Foam ^ �10 L ��11fFOl,��o p BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o� • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 •pj0� O Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # , Date 2020 Customer Name (,� C�.v� Electrician Name vV 111W, Addressg7ls r.c y Phone ��S? e-mail e-mail AeV1540-er ��•� a! Phone License# SizeA Phase Overhead _Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected _ Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va' or jdays from the da above. Authorized by .fi - T sr�ryo Town Hal!Annex � �[ Telephone(631)765-1802 W75'Main Road 31 P.O.Box'1179 roer riche TRW MR. Southold,NY 11971-0959 AUG 2 7 2020 BuaDING DEPARTN EW TOWN OF SOLYMOLD BIJILDl?eTG DEPT. APPLICATION FOR ELECTRICAL INSPECTION T017T C F,A_ITJ 4'DOLD REQUESTED BY: Date: Company Name: II (�-C _. Name: e License No.: ;:Address: p �'1Yj_)_b h &WIAIAXI x(, 15 eNo.: b3) bb 9 63 ul 3) 597 —37 SI JOBSITE INFORMATION: (*Indicates required ijifo6m6ti6-y - , *Name:, *Address: at2 *cross street: - - - - - - - - , f : . ` ------------- *Phone No.: Permit No.: I Tax-Map District: . 1000 Section: Bock: p V Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: W 1)i A)D . YES/ NO Rough In Final *Do.you need a Temp Certificate: - (25� NO ��.� �l�ti ) ne�s.�aV�.�.e)��n��cdme,►� TOMP information(If needed) torvice Slee: Phase 3Phase 100 150 300 350 400 Other *New Service: 13e-40nnec#` Underground =EWIT14 Change of Service Ove d Additional Information: PA APPLICATION �S BVRequest for Inspec uon Form e9 j'0 �6 PERMIT# f Address: Switches Outlets'" SII , GFI's �( Surface Sconces WH's i I.I'I %\ UC Lt s Fans I I Fridge HW Q I 1 Exhaust Oven �il't� Dryer7,7e9A- f Smokes I I ` DW f Service Carbon Micro I Generator Combo I Cooktop Transfer AC AH Mini J Special: Comments Scott A. Russell ,��°sU � ST01KMWA\T EIK SUPERVISOR �T I��l[A\I�A\G)EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 g 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Sou thol d O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES TIES PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No E3A. Clearing, grubbing, grading or stripping of land which affects more EJ/B. � than 5,000 square feet of ground surface. ElEJ 13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to �,� 100'feet of horizontal distance. ❑Lf D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E]0'/E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 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 Nam]PIan Signature, Contact Information, Date & County Tax Map Number! Cbaptet 236 does not apply to your proje If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Cont and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other) s'C.T.M' #= I QOO Date: Dlstr ct NAME: -7-? Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY**** Ego - d ��2 Contact information �-/�,(�/ Reviewed By: 1,4 — — — — — — — — — — — — — — — — Date: 1��L4 Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — //�� Cr uk 2 Approved for processing Building Permit. LI.J�`` �1 — Stormwater Management Control Plan Not Required. , L0) 0 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.#: 1000 Sq CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) � 0,0 h' f Stormwater Management Control Plan CHECK LIST 4NAE \, vt Section Block Lot i SMC P -Plan Requirements: Provide ONE copy of the Building Perm)t Application. Pieax Pt,ntDate: ?�jol * The applicant must provide a Complete Explanation and/or Reason for not providing e �. all Information that has been Required by the following Checklist Tdephon<NumOer 1 A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here YES NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items- P P a. Location & Description of Property Boundaries O0 b Total Site Acreage. c Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-i7(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Minimum2'Intervals) 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. 0 O W;•Ji+v Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). 0� m. Location of all proposed erosion&sediment control measures. 0O 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch 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 &Sediment Controls. 00 b. Construction Entrance &Site Access. 0� c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) 0 d Leaching Structures (e.g.infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed & Stormwater Management Control Plan is Not Complete. Approved By — — — — ❑ Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM 11 SWCP Check List-TOS MAY 2014 n. S f'45 �. ' IM Town Hall Annex �� -r,� Telephone(6,31)765-1802 54375 Main Road ,. r�; �-� �" ��;<� Fax(631)765-9502 P. O. Box 1179 ; y.; ;`•'. •�rpt '",� i r -•� • � ,"a.3+;e _<y•, Southold, NY 11971-0959 • x .i;„»�' ;roe 3 � �► t. ;). BUILDIN',G";0,EPARTMENT = r NOTICE OF UTILIZATION OF TRUSS�fT&YPE C:ONSTRUC-TION PRE-EOIN;EERED WOOD CONSTRUCTION ANDIdit TIMBER CONSTRUCTION `` � Dates `�, Owner:• ' _'- .:`'t, ,,, .,• r -s', y;.""'^ z. d�L'•*t".R txg19'-;ar`�„k v`;a', ' •'� �.,.�. :J.'Yer`5 i.^a;,a'.,•,*t§; "mk.x=:x,th' i": �j..2 };',tiz'• •>„+ ,. � ` 'r • Y a, Loc`at rof Property: ' `; ”' ,, y <� ;r.=t2�<' Z,�',/�A� . 4- � a ,.. .. . 'op(7"^'4.'� S:d _ -•,;stip,}. S 4,�' }. Pit. Plea"sea`fa{ce notice that th&e!(,p}teck i7, " pplicabPeline): c •s z r�' ” ,y' w�,,��„��'r, a:�'•`'„ r 1�' '�` , '• ,�i'."<�'.;�.�� •.�,T°��s�.``.�';^ jf+ i�,r'"'",;.-e'Yx�r.'i' ra 7,.;ry; } y`,�;��e.>,,,��y��;r,� ��y��„a, ;.• x New commerciIV al$or ^Addition toa•eXistrng>comrrmecia or residential structwre 's_^ j' s s.g t',Y•Q, ,r.. G 3' "`i.'�,a�S`'r[n i A pRehabilitatbljU6,bn existing>commercial or resident ahstructure:�:r: t�s� ti +y ��..f�c'yax—t i =-. •s4'3,s�� _��>` �,•�'.r'` �Y.:�atm,r.",e..ai ,t �k�, �' •��?.T.�,p;�"� to'be„con'sf(�uct or performed at the subject property reference above 'a*ll1.utilize (Checkfapplicaleine)j Trus's"4 jiphe'construction,-(TT) a.t•, y: Pre-engine,"r�qdl.vW o,odfkconstruction .. z.., o.,.�3r ,r.an f„c',�7�'c2��. % ,fx�. '`"`� �f�i: •`F j.M Timber consfructiWOTC°�" .,• `�' in the following location(s) (check appl cakl`e'�i �e): ;bv�, M - �` Floor framing, including girders and beams (F) I)It Roof framing (R) ,,Floor, and-.ro f framing (F;R) ��1 ,r S - Signature: . r Name (person suffnitting this form): Capacity (check applicable line): wrier Owner rep�ese'ntative TrussReg15.docx Effective 1/1/2015 o�apF SO!/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 24, 2019 To: Edward Hau Jr. 935 Corey Creek Lane Southold, NY 11971 RE: SCTM#78.-2-22—determination of merger request Based on your application, single and separate search, and supporting documentation 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. R ect y Yo s, • amon Peter Rallis, Plans Examiner Fidelity National Title INSURANCE SERVICES,LLC TITLE NO:7404-006062 District: 1000 Section: 078.00 Block: 04.00 Lot: 022.000 Town of Southold,New York Gentlemen: L`Tnur TTV'AT A nMt-%AT AT TT rT T T7hTC1T Tn AATrIT?[ST-T)T TTI-IT7C( r i Y-11-___1_____ .•C_ A T/\T(r r!�T 1-1111.j1.4 A A ivn i 14.j1,42jJ.. 111 A,L'r In o Ul\t' Nl,L IJL.A�.V 1Lrn7,LLl,11G1CUy Vxru ucs LO Lal:IV WI-4 V r SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Edward R Rau,Jr.and Doreen A..Hau,his wife and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: September 24,2019 ; FIDELITY NATIONAL TIV INSURANCE SERVICES,LLC �y J ,�•^. JE�d. DNA VIL" LU 44 1 v YY Veil LV U41 il.liiN[i11J 24th day, September,201 R�. COLLEF.M K ZICK i\!atary Public,State of f4mvforts Notary _ - t4a,017-1637.5097 Qualmad In stiff-A County tt ognmjssion Expires My 14,2022 1 J- 24 Commerce Drive•Riverhead,New York 11901 •(631)727-0600 •Fag: (631)727-0646 Fidelity National Title WSURANCE SERVICES,LLC TITLE NO. 7404-006062 STATE OF NEW YORK)ss: f*I^T TX1 r rvp CIT=nT v% r %'Uun L X Ur 0U1JL-%J rL) 'z JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with rPfar �p to a,n a»nlirntinih fnrn vnr;nnrP nff-r ina the.fnllnvAna nmmi.qPc- �.------- --- a -- --a� S CTM: 1000-078.00-04.00-022.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-078.00-04.00-022.000 Frederick Boergesson and Mazy Boergesson,his wife, Liber 1163 cp 261 Gustaz Boergesson and Margaret Boergesson,his wife Dated: 01/16/1926 TO Rec'd: 01/19/1926 Mary M.H.Dayton (part of premises and more) Mary M.H.Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her surviving as her sole distributees Mary L.Dayton and Silas A.H.Dayton. Silas A.H. Dayton died testate a resident of Suzzo'lk Country on February 01, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. FIDELITY NATIONAL 1(y INSURANCE SERVICES,LLC Sworn to before me thisArA 24th y o£ ember,2019 z /, Notary P c-- COL SEH K ZiCK Notary Public,State 01 New 069 _ NO.01033-M-3107 FQuall-flad in c:Qt3DW comimission C;xi*06 MS., 14",20212 24 Commerce Drive•Riverhead,New York 11901 0(631) 727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Melrose I.Booth and Frederick K.Terry,as Trustees Liber 1478 ep 553 of the Last Will and Testament Barnaleas H.Booth, Dated: 01/08/1930 deceased Rec'd:01/18/1930 Tu (pari of premises and Muir') ' Harold E. Gordon Harold E.Gordon Liber 2915 cp 371 TO Dated:01/19/1949 jmuuy L."".Y 4.Vil L%.'~'d. vi/2i/i 9�9 (part of premises and more) Mary L.Dayton died testate a resident of Suffolk County on November 08, 1956 leaving a Last Will and Testament which was admitted to probate in the Suffolk County Surrogate's Office on January 7, 1957,Tnrlex Nn- 97R P 1 Q56 TheNew York Trust Company and William C.Mayer, Liber 4313 cp 196 as Executors of the Last Will and Testament of Mary L. Dated: 06/07/1957 Dayton Rec'd:06/12/1957 TO (premises and more) South Parish Realty Company Lefferts P.Edson,Michael John Fanello,Joe Thomas Liber 5965 co 236 Luke and Charles Joseph Harlin DBA South Parish Dated:05/12/1966 Realty Company Rec'd:05/31/1966 1 V WLVL111JVs Mud Morpj - Kurt Hambsch,Geoirge W.Moore,Jr.and Sidney Warner FIDET TTV XTATTO'VAT TI'VT' TNCTTR AVrP CFR1ffrPq Tjr Sworn to before me this DUVA 24th day o ep mber, 19 o •��._ COLLEEN Notary Public, of!`des.'forh Wo. Quai 'sees hi u: ;::,1:4�';;Qi;MY 24 Commerce Drive•Riverhead,New York 11901 •(631)727-0600 •Fax:(631)727-0606 1 Fidelity National Title INSURANCE SERVICES,LLC Kurt Hambsch,George W.Moore,Jr. and Sidney Liber 5974 cp 552 Warner Dated: 05/21/1966 TO Recd: 06/16/1966 South Fork Development Corp. premises anu more s South Fork Development Corp. Liber 6689 cp 272 TO Dated: 01/08/1970 Nick F.Piedmonte and Margaret E.Piedmonte,his wife Recd: 01/13/1970 Nickolas Piedmonte died a resident of Suffolk County on May 05, 1972,Surrogates File No.780 P 72,Margaret E.Piedmonte surviving spouse. Margaret E.Piedmonte died a resident of Suffolk County on January 18, 1973, Surrogates File No. 820 P 1973. Nicholas Dispenziere and Jack D. Glazer,as Executors Liber 7467 cp 351 of the Last Will and Testament of Margaret E. Peidmonte Dated: 08/01/1973 TO Reed: 08/15/1973 Claude R. Carlson and Diane C. Carlson,his wife Claude R. Carlson and Diane C.Carlson,his wife '� Liber 7641 cp 217 TO / Dated: 05/18/1974 Edward R.Hau,Jr.and Doreen A.Hau,his wife J Recd: 05/21/1974 LAST DEED OF RECORD FIDELITY NATIONAL INSURANCE SERVICES,LLC Sworn�b'efore me this ''. DU VA 24th y of September,2019 �. O COLLEEN K ZICK iNa.01�t6�7;�fF0'i Quaff'.Ee�I 395 Gut--ME(county linty ��car,s�f�s'se :xb� p11aJ 14,2022 AT..�.'V....I-IM n S . lL271 777 ALAR •TP— !-1211 777.AKAK .4Y 4Vl8LLIC�GC Lf1YG'111761 LLVi14,17Gn 1V11�117VJL - �V✓1� .f//'•VVVV i•RA. w✓.a� ice..-Vvvv Fidelity National Title INSURANCE SER'VxCES,LLC PRENIISES NORTH: 1000-078.00-04.00-023.000 s Frederick Boergesson and Mary Boergesson,his wife, Liber 1163 cp 261 LYUS aZ 130ergeSSOn and WlargareL J3c3eYFC8S014 MS Wii t; ]JULCU. U1/1 V/192V TO Rec'd: 01/19/1926 _ Mary M.H.Dayton (part of premises and more) Mary M.H.Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her • 1. 3 .a' +.«l. fe AA' r.r T Tlnc,+nn ."A Ciao a T.7 nacrfnin aui VAvILLr,uu ILvi JVAV%AAOCALULL%VeU lVi j' L. i/"j W"L Av. Silas A. H. Dayton died testate a resident of Suffolk County on February 01, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. MefiTocP 1. Rnnth and Fredei ir_.k K,Terry,as Tn3steec Taber 1478 cp 553 of the Last Will and Testament Bamaleas H.Booth, Dated: 01/08/1930 deceased Rec'd: 01/18/1930 TO (part of premises and more) Harold E.Gordon Harold E. Gordon Liber 2915 cp 371 TO Dated: 01/19/1949 Mary L.Dayton Ree'd: 01/21/1949 (part of premises and more) Mary L.Dayton died testate aresident of Suffolk County onNovember 08,1956 leaving a Last Will and Testament which was admitted to probate inthe Suffolk County Surrogate's Office on January 7, 1957,Index No.978 P 1956. YW L11'Y NATIONAL 11 T1vSU1cANCE SERVICES,LLC; Sworn to before me this WA 24th day $Member,-2R9 C®L��EN K ZICK Notary Public,State of Navf fork No.Q1ZN63760.97 i Qualified III Suffoult County COtT M9 SIOn Expires May 14 20�02 24 Commerce Drive•Riverhead,New York 11901 •(631)727-0600•Fax: (631)727-0606 ' Fidelity National Title WSURANCE SM MES,LLC The New York Trust Company and William C.Mayer, Liber 4313 cp 196 as Executors of the Last Will and Testament of Mary L. Dated: 06/07/1957 Dayton Recd: 06/12/1957 TO (premises and morel South Parish Realty Company Lefferts P. Edson,Michael John Fanello,Joe Thomas Liber 5965 co 236 Luke and Charles Joseph Harlin DBA South Parish Dated:05/12/1966 Realty Company Rau u':_Oji3 /',-96& TO (premises and more) Kurt I`iambsch, George W.Moore,Jr. and Sidney Warner Kurt 1R—.bscu,owls W.twre;k a n&Siea- Liber 5974-cp 552 Warner Dated: 05/21/1966 TO Rec'd: 06/16/1966 South Fork Development Corp. (premises and more) ,South Fork Development Cmip- Liber 701.6 cp 511 TO Dated: 11/06/1971 Saverio Toscano and Ruth Toscano,his wife Rec'd: 11/12/1971 Saverio Toscano and Ruth Toscano,his wife Liber 9267 cp 141 TO Dated: 11/04/1982 Peter Matthews and Joanna Matthews,his wife Rec'd: 11/08/1982 FIDELITY NATIONAL T INSURANCE SERVICES,LLC Sworn to before me this JE r 24th ay S ptember,2 K aCK No -ate 1A New fork E ES e��3F�iia ebuffolk coE6frdy �t s�jiGglcan r-�pE6rl:i f7�kol 14,2022 r .w ------------- 24 Commerce Drive•Riverhead,New'York 119010(631)727-0600 s Fax: (631)727-0606 Fidelity National Title MsURMCE SERVICES,UC Peter Matthews and Joanna Matthews,his wife Liber 11262 cp 287 TO Dated: 05/03/1991 Peter J.Hughes and Eileen M.Hughes,his wife Rec'd: 05/14/1991 = Peter J.Hughes and Eileen M.Hughes,his wife Liber 11980 cp 280 TO Dated: 07/12/1999 Susan Quarty Bowen Rec'd: 08/04/1999 Susan Quarty Bowen Liber 12668 cp 376 TO / Dated:08/03/2011 Daniel Scott Mendelsohn ✓ Rec'd:08/15/2011 LAST DEED OF RECORD PRFMSES EAST: 1000-078.00-04.00-037.000 Bessie C.Clark Liber 2623 cp 596 TO Dated: 09/03/1946 Ralph Massarella Rec'd: 09/19/1946 (premises and more) Ralph Massarella Liber 4371 cp 417 TO Dated: 09/26/1957 Southold Development Corporation Rec'd: 10/04/1957 (premises and more) Southold Development Corporation Liber 4549 cp 583 TO Dated: 07/08/1958 Robert M.Fitzpatrick and Nancy Ann Fitzpatrick,his wife Rec'd: 11/24/1958 _ FIDELITY NATIONAL nX4,13 INSURANCE SERVICES,LLC Sworn to before me this AN UVA 24th dayf-Sep�ember,2a1Q /W- ,f COLLEEN K ZICK Notary public,,"Niteof New forty l Omftfied In aut.'a s county C", mission rxprtrw May 94,2022 24 Commerce Drive•Riverhead,New or - • ax:(63X)727 0606 0 Fidelity National Title INSURANCE SERVICES,LLC Southold Development Corporation Liber 6190 cp 572 TO Dated:07/08/1958 Robert M.Fitzpatrick and Nancy Ann Fitzpatrick,his wife Rec'd:07/25/1967 Correction deed to correct deed in Liber 4549 cp 583. Robert M.Fitzpatrick and Nancy Ann Fitzpatrick,his wife Liber 6209 cp 113 TO Dated: 08/21/1967 Michael J.Norkelun, Jr. and Barbara A.Norkelun,his wife Reed:08/2511907 Michael J.Norkelun,Jr. and Barbara A.Norkelun,his wife-Liber 12446 cp 510 TO Dated:03/31/2006 Jeffrey W.Norkelun Rec'd: 04/196/2006 LAST DEED OF RECORD PREAUSES EAST: 1000-078.00-04.00-038.000 Bessie C.Clark Liber 1961 cp 135 TO Dated: 01/06/1938 Maria Savina Caccavo Rec'd: 03/15/1938 Maria Savina Caccavo AKA Maria S. Caccavo Liber 4597 cp 12 TO Dated: 01/10/1959 Emil Caccavo,as Trustee under an Indenture of Trust Rec'd: 03/10/1959 dated January 10, 1959,between Frank A. Caccavo and Maria S. Cacccavo and Emil Caccavo,as Trustee FIDELITY NATIONAL INSURANCE SERVICES,LLC Sworn to before-me this DUVA 24th day September,�&I9 a -EN K ZICK A&6 COLLE Notary Pu ice_ -- y,,ttaq ptitgic,state of New€tips k L_ 24£ommmrm Drive River head,New York 119€11 g(631)727-OW#Fax:(631)7274W6 Fidelity National Title INMMANCE SERVICES,LLC Emil Caccavo,as Trustee under an Indenture of Trust Liber 8387 cp 303 dated January 10, 1959,between Frank A. Cacca'o Dated: 01/30/1978 and Maria S. Cacccavo and Emil Caccavo,as Trustee Reed: 02/14/1978 TO Lillian M. Gardner and Robert S.Gardner,her spouse Lillian M. Gardner and Robert S.Gardner,her spouse Liber 12492 cp 505 TO Dated: 11/22/2006 John Gardner Ric'&02/1612€07 Subject to a Life Estate for Lillian M.Gardner and Robert S. Gardner. LAST DEED OF RECORD PREMISES SOUTH: 1000-078.00-04.00-021.000 Frederick Boergesson and Mary Boergesson,his wife, Liber 1163 cp 261 Gustaz Boergesson and Margaret Boergesson,his wife Dated: 01/16/1926 TO Rec'd: 01/19/1926 Mary M.H.Dayton (part of premises and more) Mary M.H.Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her surviving as her sole distributees Mary L. Dayton and Silas A.H.Dayton. Silas A. H. Dayton died testate a resident of Suffolk County on February 01, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. Melrose I.Booth and Frederick K.Terry, as Trustees Liber 1478 cp 553 of the Last Will and Testament Barnaleas H.Booth, Dated: 01/08/1930 = deceased Rec'd: 01/18/1930 TO (part of premises and more) Harold R Gordon FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before-melhis UVA 2446y of September,26`19 1 COLLEEN K ZICi Notary Public,State of Newfork No `Ful lxe--- Na.OIZI�:�,790sa ?�ifi�:�? �4,9 022 P 24 Commerce Drive Riverhead,New York 11901 r. (631)727-0600 9 Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Harold E.Gordon Liber 2915 cp 371 TO Dated: 01/19/1949 Mary L.Dayton Rec'd:01/21/1949 (part of premises and'more) Mary L.Dayton died testate a resident of Suffolk County on November 08,1956 leaving a Last Will and Testament which was admitted to probate in the Suffolk County Surrogate's Office on January 7, 1957,Index No.978 P 1956. . The New York Trust Company and William C.Mayer, Liber 4313 cp 196 as Executors of the Last Will and Testament of Mary L. Dated:06/07/1957 Dayton Rec'd: 06/12/1957 TO (premises and more) South Parish Realty Company Lefferts P. Edson,Michael John Fanello,Joe Thomas Liber 5965 co 236 Luke and Charles Joseph Harlin DBA South Parish Dated: 05/12/1966 Realty Company Rec'd:05/31/1966 TO (premises and more) Kurt Hambsch,George W.Moore,Jr. and Sidney Warner Kurt Hambsch,George W.Moore,Jr. and Sidney Liber 5974 cp 552 Warner Dated:05/21/1966 TO Rec'd: 06/16/1966 South Fork Development Corp. (premises and more) FIDELITY NATIONAL INSURANCE SERVICES,LLC Sworn t b ore me`this T�DUVA 24 ay of September,20,19 -d -'S , ry �EE Nofa—ry� OZ-- Notary Public,State of New fork Na.01ZIG375M7 } Quail ed?"v4 saJ"Tasi'a County 1 f3i3d�?iia 6LFE3 iixpl"eu s,,,w 14,P-022 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax:(631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC South Fork Development Corp. Liber 6660 cp 186 TO Dated: 11/10/1969 Charles R. Ebler and Arlene M.Ebler,his wife Recd: 11/18/1969 : Charles R. Ebler and Arlene M.Ebler,his wife Liber 11789 cp 514 TO Dated:08/27/1996 Ugo L.Polla Recd:08/27/1996 LAST DEED OF RECORD PREMISES SOUTH: 1000-078.00-04.00-020.000 Frederick Boergesson and Mary Boergesson,his wife, Liber 1163 cp 261 Gustaz Boergesson and Margaret Boergesson,his wife Dated:01/16/1926 TO Recd:01/19/1926 Mary M.H.Dayton (part of premises and more) Mary M. H. Dayton died intestate a resident of Suffolk County on December 31, 1927 leaving her surviving as her sole distributees Mary L.Dayton and Silas A.H.Dayton. Silas A.H. Dayton died testate a resident of Suffolk County on February 01, 1928 leaving a Last Will and Testament wherein he devised his entire estate to his sister,Mary L.Dayton. Melrose I.Booth and Frederick K. Terry,as Trustees Liber 1478 cp 553 of the Last Will and Testament Barnaleas H.Booth, Dated: 01/08/1930 deceased Reed: 01/18/1930 TO (part of premises and more) Harold E. Gordon FIDELITY NATIONAL E INSURANCE SERVICES,LLC Sworn to beforeme•this_ DUVA 24th d y of September,2019 WK Notary pub1j0,.,tat8 ofNow;dory No.49 M6375397 Qualified hi Suffolk C'couaty aasra�i��Ea��z iaxpirea 6+�ay t4,2022 24 Commerce Drive+Riverhead,New York 11901 • (631)727-0600•Fax:(631)727-0606 .0 Fidelity National Title INSURANCE SERVICES,LLC Harold E.Gordon Liber 2915 cp 371 TO Dated: 01/19/1949 Mary L.Dayton Rec'd: 01/21/1949 (part of premises and more) _ Mary L.Dayton died testate a resident of Suffolk County on November 08,1956 leaving a Last Will and Testament which was admitted to probate in the Suffolk County Surrogate's Office on January 7, 1957,Index No. 978 P 1956. The New York Trust Company and William C.Mayer, Liber 4313 cp 196 . as Executors of the Last Will and Testament of Mary L. Dated: 06/07/1957 Dayton Recd: 06/12/1957 TO (premises and more) South Parish Realty Company Lefferts P.Edson,Michael John Fanello,Joe Thomas Liber 5965 co 236 Luke and Charles Joseph Harlin DBA South Parish Dated: 05/12/1966 Realty Company Rec'd: 05/31/1966 TO (premises and more) Kurt Hambsch,George W.Moore,Jr. and Sidney Warner Kurt Hambsch,George W.Moore,Jr. and Sidney Liber 5974 cp 552 Warner Dated: 05/21/1966 TO Rec'd: 06/16/1966 South Fork Development Corp. (premises and more) - South Fork Development Corp. / Liber 6712 cp 202 - TO Dated: 02/25/1970 Robert M.Isakson and Joan M.Isakson,his wife Rec'd: 03/03/1970 FIDELITY NATIONAL LE INSURANCE SERVICES,LLC Sworn tq.befoie me this DUVA 24 ay of September,2019, otary PublicCCt~ � € �.�f�3�ygl fa�R•f� i St).012:k•57uug7 Mull- Ned,€t5 ;'=fin iE1cpir.s !d 24 Commerce Drive•Riverhead,New'Yo'fr1190 -( - •F :(631)727-0606 Fidelity National Title WSUR& E SERVICES,LLC Robert M.Isakson and Joan M. Isakson,his wife Liber 9179 cp 309 TO Dated:05/05/1982 Nicholas J.Micciche and Belen'P.Micciche,.his wife Ree'd:_05107/1.982 Nicholas J.Miceiche and Helen P.Miceiche,his wife Liber 9326 cp 466 TO Dated:03/02/1983 Charles Lary McCormick and Nancy J.McCormick, Rec'd: 03/14/1983 his wife Charles Larry McCormick and Nancy J.McCormick, Liber 9469 cp 64 his wife Dated: 11/18/1983 TO Rec'd: 12/02/1983 Andrew P. Gallagher and Marilyn K. Gallagher,his wife / Andrew P. Gallagher and Marilyn K. Gallagher,his wife Liber 11974 cp 681 TO Dated: 05/05/1999 Andrew P. Gallagher and Marilyn Gallagher, as Trustees Rec'd: 07/09/1999 or their successors interest under the Gallagher Living Trust dated May 05;1999 LAST DEED OF RECORD PREAUSES WEST: COREY CREEK LANE FIDELITY NATIONAL TITL UR ANCE SERVICES,LLC - Sworn tobeforemefliis� UVA 24th day�'of September,20-19COL,� N .�..-. LEEN K ZICK Notary Public,State cf New forts NO-U�l V315097 I Oualifieal In suieol€c county COR-W aleslol1 Expires May 94,!2 24 Commerce Drive•Riverhead,New York 11901 •(631)727-0600 it Fax: (631)727-0606 Suffolk County 4 P � pt.of Labor,Licensing&Cs umer Affairs HOME IMPROVEMENT LICENSE Name PAUL DAVEY This cerbffes that,the Business Name bearer is duly licensed SLIGO CONSTRUCTION CORP by the County of suffolk License Number:H-29373 t ra�,J�NardeU i, Issued: 08/22/2001 COMMissloner Expires: 08/01/2021 17---r k-N*- - N YSI F New York"state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^A^A^ 582445685 ' SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY �'• , SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION 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://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:461884154 U-26.3 ACC)R ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYY1� `� 1 10/29/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Llsamane Labozetta Aspen Agency Inc CCN o E 631-471-7575 A/C No:(631)389.2439 191 Ronkonkoma Ave EMAIL Ifsa as en-n com ADDRESS: P y Ronkonkoma,NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co INSURED INSURER B Sligo Construction Corp INSURERC: 1365 WATERSEDGE WAY INSURER D: Southold, NY 11971 INSURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: 00019981645071 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 ADDLLTR TYPE OF INSURANCE J=SU D POLICY NUMBER POLICY EFF MMIODY YCY LIMITS A X COMMERCIAL GENERAL LIABILITY GL2019RLHOO530 10/15/2019 10/15/2020 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREM SEMA"S Ea occu RENTED nce $ 100,000 X Primary, MED EXP(Any one person) $ 5,000 X Waiver of Subro PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 X POLICY 1:1JECT F1 LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ E 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 per. dent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LJAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY YIN STATUTE R ANY PROPRIETORIPARTNERIEXECUTIVE ❑ N/A E.L EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,desrnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be 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 AUTHORIZ EPRESENTATIVE LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on October 29,2019 at 02.47PM REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IECC Location: Southampton, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,868 ft2 Glazing Area 15% Climate Zone: 4 (5685 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 935 Corey Creek Rd 935 Corey Creek Rd Matt Wahl Southold, NY 11971, NY Southold, NY 11971, NY Energy Rating Service Inc Islip Terrace, NY 11752, NY 631-383-4198 Compliance: 4.8%Better Than Code Maximum UA. 331 Your UA: 315 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. Per meter Floor 1:All-Wood Joistfrruss:Over Outside Air 169 30.0 0.0 0.033 6 Comment: Bedroom Front Right#2,20P-30 Ceiling 1: Flat Ceiling or Scissor Truss 493 38.0 0.0 0.030 15 Comment: Master Bedroom, WIC, 1613-38 Ceiling 2: Flat Ceiling or Scissor Truss 109 38.0 0.0 0.030 3 Comment: Master Bath, 16B-38 Ceiling 3:Flat Ceiling or Scissor Truss 169 38.0 0.0 0.030 5 Comment: Bedroom Front Right#2, 1613-38 Ceiling 4: Flat Ceiling or Scissor Truss 169 38.0 0.0 0.030 5 Comment: Bedroom Back Right#3, 1613-38 Ceiling 5: Flat Ceiling or Scissor Truss 18 38.0 0.0 0.030 1 Comment: 2nd Floor Hallway, Bath, 1613-38 Ceiling 6: Flat Ceiling or Scissor Truss 32 38.0 0.0 0.030 1 Comment: Living, Dining,Kitchen, Laundry, 16B-38 Wall 1:Wood Frame, 16"D.C. 184 15.0 5.0 0.053 8 Comment: Master Bedroom,WIC, 12D-5sw Window 1: Other 41 0.320 13 SHGC: 0.29 Comment: Master Bedroom, WIC,U:0.32,SHGC:0.29 Wall 2:Wood Frame, 16"o.c. 248 15.0 5.0 0.053 12 Comment: Master Bedroom,WIC, 12D-5sw Window 2:Other 27 0.320 9 SHGC:0.29 Comment: Master Bedroom,WIC,U:0.32, SHGC:0.29 Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 1 of11 Rd_11132019.rck Gross Area cavity Cont. Perimeter Wall 3:Wood Frame, 16"o.c. 56 15.0 5.0 0.053 3 Comment: Master Bedroom,WIC, 12D-5sw Wall 4:Wood Frame, 16"o.c. 88 15.0 5.0 0.053 3 Comment: Master Bath, 12D-5sw Window 3: Other 30 0.320 10 SHGC: 0.29 Comment: Master Bath, U:0.32, SHGC:0.29 Wall 5:Wood Frame, 16"o.c. 120 15.0 5.0 0.053 5 Comment: Bedroom Front Right#2, 12D-5sw Window 4:Other 27 0.320 9 SHGC: 0.29 Comment: Bedroom Front Right#2,U:0.32,SHGC:0.29 Wall 6:Wood Frame, 16" o.c. 96 15.0 5.0 0.053 4 Comment: Bedroom Front Right#2, 12D-5sw Window 5: Other 14 0.320 4 SHGC:0.29 Comment: Bedroom Front Right#2,U:0.32, SHGC:0.29 Wall 7:Wood Frame, 16"o.c. 120 15.0 5.0 0.053 6 Comment: Bedroom Back Right#3, 12D-5sw Window 6:Other 14 0.320 4 SHGC: 0.29 Comment: Bedroom Back Right#3,U:0.32,SHGC:0.29 Wall 8:Wood Frame, 16"o.c. 96 15.0 5.0 0.053 4 Comment: Bedroom Back Right#3,12D-5sw Window 7:Other 14 0.320 4 SHGC: 0.29 Comment: Bedroom Back Right#3, U:0.32,SHGC:0.29 Wall 9:Wood Frame, 16"o.c. 40 15.0 5.0 0.053 2 Comment: 2nd Floor Hallway, Bath, 12D-5sw Window 8: Other 6 0.320 2 SHGC: 0.29 Comment: 2nd Floor Hallway, Bath,U:0.32,SHGC:0.29 Wall 10:Wood Frame, 16"o.c. 56 15.0 5.0 0.053 3 Comment: 1st Floor Bath, 12D-5sw Window 9:Other 8 0.320 3 SHGC: 0.29 Comment: 1st Floor Bath, U:0.32,SHGC:0.29 Wall 11:Wood Frame, 16"o.c. 56 15.0 5.0 0.053 3 Comment: 1st Floor Bath, 12D-5sw Wall 12:Wood Frame, 16"o.c. 96 15.0 0.0 0.077 7 Comment: Living, Dining, Kitchen, Laundry, 12D-Osw Wall 13:Wood Frame, 16"o.c. 160 15.0 0.0 0.077 11 Comment: Living, Dining, Kitchen, Laundry, 12D-Osw Door 1:Solid 21 0.390 8 Comment: Living, Dining, Kitchen, Laundry, 11D Wall 14:Wood Frame, 16"o.c. 184 15.0 5.0 0.053 7 Comment: Living, Dining, Kitchen, Laundry, 12D-5sw Window 10: Other 27 0.320 9 SHGC: 0.29 Comment: Living,Dining, Kitchen, Laundry,U:0.32,SHGC:0.29 Window 11: Other 8 0.320 3 SHGC:0.29 Comment: Living,Dining, Kitchen,Laundry,U:0.32,SHGC:0.29 Door 2:Solid 21 0.290 6 Comment: Living, Dining, Kitchen, Laundry, 11P Wall 15:Wood Frame, 16"o.c. 224 15.0 5.0 0.053 9 Comment: Living, Dining, Kitchen, Laundry, 12D-5sw Window 12: Other 49 0.320 16 SHGC: 0.29 Comment: Living, Dining, Kitchen,Laundry,U:0.32,SHGC:0.29 Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 2 of 11 Rd 11132019.rck Gr oss Area Ca vity Cont. Perimeter Wall 16:Wood Frame, 16" o.c. 248 15.0 5.0 0.053 10 Comment: Living, Dining, Kitchen,Laundry, 12D-5sw Window 13: Other 54 0.320 17 SHGC:0.29 Comment: Living,Dining, Kitchen, Laundry,U:0.32,SHGC:0.29 Wall 17:Wood Frame, 16"o.c. 64 15.0 5.0 0.053 3 Comment: Living, Dining, Kitchen, Laundry, 12D-5sw Basement Wall 1: Solid Concrete or Masonry 1,120 0.0 10.0 0.055 62 Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Comment: Basement, 15B0-10sf--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 'ste in the E check Inspection Checklist. matthew Wahl, hers rater 2572845 11/13/2019 Name-Title '§i�gnat&6 Date Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 3 of 11 Rd 11132019.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans_Verified` , Field Verified �. # Pre-Inspection/Plan Review : Complies. -Comments/Assumptions', & Req.ID, -Value Value 103.1, ;Construction drawings and ;❑Complies ;Requirement will�be met. 103.2 !documentation demonstrate t T El � Does Not [PRI]1 ,energy code compliance for the building envelope.Thermal -.,,[:]Not Observable ;envelope represented on ❑Not Applicable ;construction documents. 103.1, ,Construction drawings and i x `❑Complies ,Requirement will be met. 103.2, documentation demonstrate i` 'r❑Does Not 403.7 energy code compliance for [PR3]1 (lighting and mechanical systems. a ,-,[]Not Observable ;Systems serving multiple ��' '` � �'' - ❑Not Applicable :dwelling units must demonstrate R compliance with the IECC :Commercial Provisions. ° 302:1,, ,",Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403:7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 - on loads calculated per ACCA Cooling: ; Cooling: Manual I or other methods ❑Not Observable _ approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3.1 Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 4 ofll Rd_11132019.rck `_Sectlon uPlans Verified' Field`Verified ' #k ,Foundation Inspection' Value y l Complies?r `Comments/Assumpti'ons &Req.ID ; a ue 402.1.1 ;,Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 !insulation R-value.Where interior IR_ R_ table for values. insulation is used,verification ;❑Does Not may need to occur during ;❑Not Observable ;Insulation Inspection.Not t❑Not Applicable ;required in warm-humid locations; lin Climate Zone 3, ; 303.2 ;Conditioned basement wall _` ;❑Complies ;Requirement will be met. [FO5]1 'insulation installed per ;r� � ,.a❑Does Not p ;manufacturer's instructions. I ❑Not Observable ❑Not Applicable ; 402,2.9 'Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 'insulation depth of burial or ;❑Does Not table for values. ;distance from top of wall. ; ;❑Not Observable I❑Not Applicable 303.2:1';,,,!A protective covering is installed P 9 ❑Complies 'Requirement will be met. [F,011]2' ,to protect exposed exterior .`' ' ` =, _ -�❑Does Not ; I, ,. t� , 'insulation and extends a ,_ ; minimum of 6 in.below grade. g ,' `'�❑Not Observable ❑Not Applicable 403:9 ;Snow-and ice-melting system �p_ .r OComplies ;Requirement will be met. IFO121? °,'!controls installed. - " ' ' - _ _ �� 4❑Does Not �,❑Not Observable ",❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1'2'1 Medium Impact(Tier 2) 3_1 Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 5 of11 Rd_11132019.rck 402.1.1, ;Door U-factor. U_ U_ Ucomplies :See the Envelope Assemblies 402.3.4 ElDoes Not table for values. UNot Observable iONot Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U_ Ucomplies �See the Envelope Assemblies 402.3.1, :average). UDoes Not :table for values. 'E]Not Observable 402.5 i EIC mplies 303.1.3 U-factors of fenestration products' 0 !Requirement will be met. [FR411 are determined in accordance ;with the NFRC test procedure or E]Not Observable Aaken from the default table. []Not Applicable 402.4.1.1 :Air barrier and thermal b arner ',;�,�Ucomplies Requirement will be met. [FR2311 :installed per manufacturer's Does Not :instructions. "EINot Observable ',,C]Not Applicable 402.4.3 iFenestration that is not site built mp lies !Requirement will be met. [FR20]1 ;is listed and labeled as meeting Does Not '-"'E]Not Observable 19R, i .or has infiltration rates per NFRC tlNot 1400 that do not exceed code 41 Applicable 'Elcomplies 'Requirement will be met. and labeled to indic ate_2 0 cfm -`I NotObservable leakage at 75 Pa. -,_C]Complies ;Requirement will be met. 4033.1 !Supply and return ducts in attics [FR1211 ;insulated >= R-8 where duct is "-,-I'E1Does Not >= 3 inches in diameter and > Not Observable R-6 where< 3 inches. Supply and EINot Applicable :return ducts in other portions of :the building insulated >= R-6 for i ,diameter>=3 inches and R-4.2 463.35 'Building cavities are not used as ',E]Does Not [FR16P.' 'Iducts or plenums. qy Observable �[]Not Applicable 403''4 HVAC piping conveying fluids R- R- !E]Complies Requirement will be met. below 55 LIF are insulated ,4, ;E]Not Applicable 403.4.1 Protection of insulation on HVAC ElComplies !Requirement will be met. El Does Not [FR2411 piping. Observable "-"E]Not Applicable 40I&I.rI�,,,`,41-lot water pipes are insulated to R- R- ;,E]Complies :Requirement will be met. ElDoes Not 114 !E]Not Observable ,Fk, 2_� )[:]Complies !Requirement will be met. 41Does Not 19] installed on all outdoor air intakes and exhausts. C]Not Observable EINot Applicable 1 High Impact(Tier 1) J_'_2 1 Medium Impact(Tier 2) __J�3 FLow impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rern Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page § ofII Rd_11132019.rck Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 7 ofll Rd_11132019.rck Section'.�t Plans Verified'` Fiet�Verified, # Irisulatiorilnspection, Value Value Complies? �� Comments/Assumptions 303.1` All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 Ior the installed R-va lues } - ❑Does Not 40, ;provided. '- �,' ''w='. ' � ❑Not Observable ; ❑Not Applicable 402.1.1, 1Floor insulation R-value. R- R- L ;❑Complies ;See the Envelope Assemblies [IN111 6 1 ❑ Wood :❑ Wood ;❑Does Not table for values. [IN1] ❑ Steel ;❑ Steel ;❑Not Observable j ;❑Not Applicable I 1 , 1 , 303.2, ;Floor insulation installed per ( , ` _t ;❑Complies ;Requirement will be met. 402.2.7 :manufacturer's instructions and (,ay �t ,E �, ;, ❑Does Not [IN2]1 ;in substantial contact with the y. s Q-s !underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in " '❑Not Applicable ;contact with the top side of sheathing, or continuous ;insulation is installed on the underside of floor framing and J - ;extends from the bottom to the ;_ ] ;top of all perimeter floor framing ; ;members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the E] Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation I , requirement applies (FR10). a❑ Steel ;E] Steel ;❑Not Applicable ; i 1 f [ 1 1 f 303.2 ;Wall insulation is installed per 'e s �❑Complies ;Requirement will be met. ,_ _,., [IN4]1 ,manufacturer's instructions. { a:' ❑Does Not ; ,.a ,=rq '`" ,� ❑Not Observable ; '`+❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ,2 1 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 8 ofll Rd 11132019.rck Section" plans Verified Field-Verifieid " # Finall spection,Provisions, Complies?,' Comments/Assumptions & R 'q,ID Value, ;Value" 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood "❑Does Not table for values. 402.2.2, ?[J Steel Steel ;❑Not Observable [ll]l 6 ; ;❑Not Applicable ; 303.1.1.1,;Ceiling Insulation installed per i`°;' `❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. i - ,�ODoes Not [FI2]1 ;Blown insulation marked every Y 300 ft2. ,_ .. �,�<•�" . ,= x❑Not Observable ❑Not Applicable 4'02:2.3, _ ;Vented attics with air permeable r° `�'" ;❑Complies ;Requirement will be met. [FI22]2 l insulation include baffle adjacent ��° �,?❑Does Not to soffit and eave vents that ;extends over insulation. ��'= - - ❑Not Observable x ;❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lath 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 ;Requirement will be met. [FI4]1 ;cfm/100 ft2 across the system or ftz ft2 E❑Does Not <=3 cfm/100 ft2 without air E handler @ 25 Pa. For rough-In ; ❑Not Observable ;tests,verification may need to j ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ftz ;❑Does Not j ;either: Rough-in test:Total ;leakage measured with a U❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g.across the system including ; ,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. ; I 403.3.2.1 ;Air handler leakage designated 7-:'7''' `❑Complies ,Requirement will be met. [FI24]1 ;by manufacturer at<=2%of a " I❑Does Not ;design airflow, t , _ .;❑Not Observable �❑Not Applicable , 403.1.1°` ;Programmable thermostats ' , , ❑Complies ;Requirement will be met. [F[9]2 " _�installed for control of primary ;❑Does Not heating and cooling systems and r initially set by manufacturer to �� °" " ''' � µ,❑Not Observable ;code specifications. t' "�❑Not Applicable 403.1.2 !Heat pump thermostat Installed - EComplies ;Requirement will be met. [FI10F ion heat pumps. ❑Does Not ❑Not Observable . . �� e'❑Not Applicable 403.5.1,- ti Circulating service hot water `," ❑Complies :Requirement will be met. [Fill] ,systems have automatic or - El Not paccessible manual controls. y 'y❑Not Observable ; ( ��,, _ �?❑Not Applicable ; 11 High Impact(Tier 1) 2__-J Medium Impact (Tier 2) 13,1 Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 9 of11 Rd_11132019.rck Section Plans Verified Field Verified 4 Final Inspection Provisions, Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system; ;❑Complies `,Requirement will be met. [F12512' `4fans not part of tested and listed = ;❑Does Not HVAC equipment meet efficacy ,j 'and air flow limits. UNot Observable i c❑Not Applicable 403.2 ;Hot water boilers supplying heat ;❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ;❑Does Not , ;systems have outdoor setback p ;control to lower boiler waterf „❑Not Observable ;temperature based on outdoor y ❑Not Applicable temperature. a 403.5:1.1>Heated water circulation systems " ;❑Complies ;Requirement will be met. [FI28]2 ;have a circulation pump.The ,❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply, ❑Not Observable ,pipe.Gravity and thermos- ;❑Not Applicable ;syphon circulation systems are . not present.Controls for t !circulating hot water system ,,'pumps start the pump with signal f ;for hot water demand within the ;occupancy. Controls -; i automatically turn off the pump ;when water is in circulation loop + " 'is at set-point temperature and ,. no demand for hot water exists. } 403.5.1.2 Electric heat trace systems c i❑Complies ;Requirement will be met. [FI29]2" 'comply with IEEE 515.1 or UL ) ❑Does Not ;515.Controls automatically ` 'adjust the energy input to the i ,❑Not Observable ; j heat tracing to maintain the i j ;❑Not Applicable ;desired water temperature in the t ; piping. ; 403.5.2 :Water distribution systems that <❑Complies ;Requirement will be met. [F130]2 ;have recirculation pumps that 1 ''❑Does Not pump water from a heated water supply pipe back to the heated ; ❑Not Observable water source through a cold 1 ' ❑Not Applicable ; ,"water supply pipe have a t ;demand recirculation water tsystem. Pumps have controls ;that manage operation of the t pump and limit the temperature i of the water entering the cold ;water piping to 10412F. 403.5.4 '-Drain water heat recovery units : '❑Complies (Requirement will be met. [FI31]2 tested in accordance with CSA ` ;❑Does Not B55.1. Potable water-side i pressure loss of drain water heat ( ❑Not observable ` recovery units<3 psi for t. ,❑Not Applicable i individual units connected to one ; 'or two showers.Potable water- ; ;side pressure loss of drain water heat recovery units< 2 psi for y individual units connected to ;three or more showers. 404.1 ;75%of lamps in permanent :❑Complies ,Requirement will be met. [F16]1 ;fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps.f :[-]Not Observable ;Does not apply to low-voltage lighting. ;❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ; ;❑Complies Requirement will be met. [F[23]3, ;no continuous pilot light. } ;❑Does Not J []Not Observable '❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page 10 of 11 Rd_11132019.rck Section i ,> plaais'Verified °Fie9ii'Verified ; Final Inspection Prov"isions - Complies ?, "Comments/Assumptions &.Gteiy.ID• value Value- ti� 46i.3',' ;Compliance certificate posted. T ', ;❑Complies ;Requirement will be met. IF17]2 .°� „ y,❑Does Not ' „� � - °err '. ❑Not Observable ' - _ - ❑Not Applicable 3035 Manufacturer manuals fori❑Complies ;Requirement will be met. IFI18)3, -mechanical and water heating sv - - "_`:',0D es Not ;systems have been provided. ��❑Not Observable ,,❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) :2_ Medium Impact (Tier 2) 3_-1 Low Impact(Tier 3) Project Title: Report date: 11/13/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\935 Corey Creek Rd\935 Corey Creek Page it of 11 Rd 11132019.rck S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 4 LOT(S):22 TYPICAL SILT ;1 SCREEN SECTION 50' MIN. GEOTExNLE FABRIC BUT SUFFICIENT TO KEEP SUPPORT POSTS ° SEDIMENT ON SITE - WOOD OR METAL t : , HAY BAIL AND/OR FLOW DIRECTION 11 SILT FENCING EXCAVATED AND BACKnLLED TRENCH W EXISTING GROUND SUFFOLK COUNTY DEPARTMENT OF HEALTH SE o ICE$_ PERMIT FOR APPROVAL Oib F C®NSTRUCTI +1 �� SINGLE PA LY RESIDENCE ONL.V .AC14 lit 0 2'MINIMUM OCT p �01� W . . C N I UC71ON ENTRANCE — FOUNDATION OF COMPACTED T SJ. RET, No. � /r 4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. Frn , ®�cTl~ FILL 0 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE.APPROVED SEDROOMSEFOR MA M OFOF TYPICAL CLEAN OUT �{ t ' I r,j EXPIRES T�1REE EARS FR ®ATE ®�APP ®�A� SLATE OR STOPPER END � K SUITABLE COVE OR PLUG ) IX MAIN BAYVIEW ROAD z ¢ 30' ELBOW C" =3 60' WYE 3 W FLOW- WELL f _� �..�. J DWELLINGS LOT 23 COL W/PUBLIC WATER LAND N/F OF 150' DANIEL SCOTT MENDELSOHN _ 1 LAND N/�F OF I N 87016'00"W JEFFREY NORKELUN 12 \\ \ \ G201.30'PROPOSED- SILT'F��ED ROOM SYSTEM (5) O ESLP. 150 Z / o DRY WELL O \ B'DIMSDEEP 1 O \ J ° S —_� �� w O 3 / WINDOW `_` 170.6' O AND J (9.5) S WELL \ 0PROPOSED Limrr DISTURBANCE 1 a• Q 6.5' ......: . Ij \ D WELL J J n ::. ::::.:.30.8'::..1:.. . \ 19.000 S.F. f >i \ 8'i DEEP x =� PROPOSED::•:::::... \ 0 .. 13.5'.1::::2 STY Tn LOT 24 o ROOMS::' • cavcREnr WAST{O1Jf AREA 3 .:::::FFL 11.0)-: ::.:::Q \ j IN 8E0 OF PRO GARAGE.:'::...:.:.:.:. .:: j PosEo ORNEWAY. p:: .5) -: ::'::'::•: :::• \\ \ \`— LAND N OF Q \ 0:.:.1:1::.1..:: ...:::.::::: ::. U ► II :: 3'::•:'•:::•:'•:':.. \ \ JOHN GARDNER j \ 0 41.6' (8.0). .. ....(8.0) _. a.. .._......_. .._.._.._..J�: P110ROSED SOIL \ --- - - -- -- - --1- - - --= -PROP�Tyq�UNE----; - - STOCKl4L\AREA ------- \ - - I DRY WELL I \`j 8 DIAx3'DEEP \ \ \ N S 810561 50 1 siLr FENCE \ o E LOT 25 \\ Z I LAND N/F-OF DWELLINGS J �^ GALLAGHER LIVING TRUST 1 W/PUBLIC WATER 208.00' 150' p L I I LOT 26 3 f + LAND N/F OF I FFL(11.0) C.I. LOCKING UGO POLLA ELEV.,8.0 COVER TO GRADE OL MIXED SAND O.8' (9.5) FINISH GRADE LOAM FFT.'� DRAINAGE CALCULATIONS: BROWN " 1'MIN-2'MAX SM SILTY SAND 4.5 1/4 -FT. 0"MI 1�e„ A) DWEOLLINx 0.]66 2R7cDf REQUIRED SQ.FT 6 COVER — 6 N (2) 8'DIA x 3' DEEP DRYWELLS= 253cf PROVIDED PALE INVERT—� I�{VE�T ) SP FlNE1.7' (8.5) 8.3 IN7eR T SAND ELEV. 1.B) DRIVEWAY=510 SOFT.510 x 0.166= 85cf WATER IN FOUNDATION FlOyy LAR (1) 8'DIA x 2' DEEP DRYWELL=85cf PROVIDED PALE 6.0' WALL BAFFLE MI gP FlNE . ASE 2,-$„ 3 SAND & SAND TANK 3'MIN GRAVEL ZONED R-40 — 13' NON-CONFORMING LOT K.WOYCHUK LS USE 4" DIA. APPROVED SEWER PIPE FRONT YARD: 40' MIN AUG. 19, 2019 SIDE YARD: 15' MIN 35' TOTAL 1000 GAL. PRECAST S.T. (5.0) REAR YARD: 50' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS GROUND WATER EL 1.0 AND OR DATA OBTAINED FROM OTHERS AREA:21,689.84 SQ.FT. or 0.5 ACRES (HIGHEST EXPECTED G.W. EL 2.0) NAVD88 ELEVATION DATUM: ---_________________�_ UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE 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 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 77-IE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. 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 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 24 CERTIFIED TO: SLIGO CONSTRUCTION; MAP ORCOREY CREEK ESTATES FILEMAUG 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 � r� P.O. Bog 153 Aquebogue, New York 11931 " FILE #19-113 SCALE:1 =30 DATE: SEPT. 1, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 4 LOT(S):22 TYPICAL SILT /^A SCREEN SECTION 50' MIN. GEOTEXTILE FABRIC r/ G B S FFIC ENT 0 EP SUPPORT POSTS SEDIMENT ON SITE WOOD OR METAL �je O� Q HAY FLOW DIRECTION BAIL AND/OR SILT FENCING EXCAVATED AND Z BACKFILLED TRENCH W I I - — �®RLE EXISTING GROUND \oy _ =1 �-= I=I ill I�I I I- Ir-� I I fff�_7�7�Iir /� ! N I �T� I 117=TfT _ I I _ TIIJ7IJ S` �1 ✓r' 2020 0 •� � 4• XMINIMUM W o CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED $ �DEPT. W 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 7,'j UTHOLD TYPICAL CLEAN OUT SLATE ORSTOPPER END SUITABLE COVE OR PLUG MAIN DAYVIEW ROAD ZQ 30' ELBOW �3 J 60' WYE $W WELL 3 f FLOW- DWELLINGS W/PUBLIC WATER LOT 23 1LAND N/F OF 50' DANIEL SCOTT MENDELSOHN LAND N/F OF PIPE N 87016'00"W JEFFREY NORKELUN I PROPOSED '_ \ 201 30' 9� p 4 BEDROOM SYSTEM —' 1 ^\ \1 12 GAL S.T. \ �� ———— T / ` ` v (5) 9"0x3'DEEP L.P. \ N SILT FENCE PIPE 11 ® I O \\ \ M DRY WELL O 8'DIAx3'DEEP 00 J ST YG FA a q. o 1 AND�N N J WINDOW `\ PROPOSED LIMIT 4 4 WELL \ OF DISTURBANCE ! J '/a'/ / / (9.5) \\ 19.400 S.F. f \ DEEP J i', I taI / FOUNDATION, / \ _i 3.5 /TOP�p--/ fo $0 i/,AUG. 28, 2020 U� LOT 24 \\ CONCRETE3.0'//// /// / 9 H I IN SW OF \ \\_ \ RNEIYAY./ w JLAND NII OF l \ 0 ER 46.6 / (8.0) _. ..a.. .._.._. ( ) _ PaaaosED soa \ STOCK'ME AREA ----- ---'I- --r-G7-_ ----PROP• WATER LINE _ - \ - -- \-�- - - - I DRY WELL I \\_/8'D 3'DEEP SILT FENCE — O — S 81 OS6'SO„E \ o PIPE \ Z 3+ LOT 25 LAND N/F OF DWELLINGS PIPE 3.9'N J GALLAGHER LIVING TRUST I W/PUBLIC WATER 208.001 j I LO 150' LOT 26 3 LAND N/F OF I FFL(11.0) UGO POLLA ELEV. 8.0 C.I. LOCKING COVER TO GRADE OL MIXED SAND 0.8' (9.5) FINISH GRADE LOAM DRAINAGE CALCULATIONS: 1'MIN-2'MAX 3 BROWN 1/4"-FT• 0"MI 1/8°_FT A) DWELLINGV/COVERED PORCH-1,307 SQ.FT• SM SILTY SAND 4.5 '— 6 COVER 6 COVER 1,307 x 0.166=217Cf REQUIRED a 6" SLAB (2) B'DIA x 3' DEEP DRYWELLS= 253cf PROVIDED PALE INVERT— 6'Z E(2T (B•o) SP FINE 1.7' (8.5) 311 I NVERT T I INVERT T SAND —ELEV. 1. B) DRIVEWAY=510 SQ.FT. 510 x 0.166= 85cf WATER IN FOUNDATION FLOW 8'0 3' COLLAR (1) B'DIA x 2' DEEP DRYWELL=850f PROVIDED PALE 6.0' WALL BAFFLE MI POOL CLEAN SID FINE 2'-8” 3'COARSE SAND SAND & TANK 3'MIN GRAVEL ZONED R-40 — 13' NON-CONFORMING LOT K,WOYCHUK LS USE 4" DIA APPROVED SEWER PIPE FRONT YARD: 40' MIN AUG. 19, 2019 SIDE YARD: 15' MIN 35' TOTAL NON-CONFORMING LOT 1000 GAL. PRECAST S,T. (5,0) REAR YARD: 50' MIN FRONT YARD: 40' MIN "' I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARD: 15'MIN (35' TOTAL) LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD: 50' MIN. GROUND WATER EL 1.0 AND OR DATA OBTAINED FROM OTHERS, AREA:21,689.84 SQ.FT. or 0.5 ACRES (HIGHEST EXPECTED G.W. EL 2.0) NAVD88 ELEVA770N DATUM: ______ ________ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 24 CERTIFIED TO: SLIGO CONSTRUCTION; MAP ORCOREY CREEK ESTATES FILED:AUG 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 +i P.O. Box 153 Aquebogue, New York 11931 FILE #19-113 SCALE:1"=30' DATE: SEPT. 1, 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):22 MAIN BAYVIEW ROAD Z3 J J J O WELL 3 �, 1 DWELLINGS W/PUBLIC WATER LOT 23 , LAND N/F OF I 150 DANIEL SCOTT MENDELSOHN PIPEN 87°16'00"W I JEF LAND VF NOR ELUN 1 _ 4 BEDROOM SYSTEM \\ N 0 — 201.30' 1 \ � 1250 GAL S.T. __— ------- PIPE � / I O I (5) 8'Ox3'DEEP LP. \ DRY WELL o \ 8'DWx3'DEEP 1 I o \\ L.P. �� °�°° / 18, 1� I L 7. 37' o I LP L 9. C.O. WINDOW `\ LP. WELL \ I DRY WELL / a ::. :;:.:;;30:8'.::: ::: EL 9.0 \ n! e'DIA&DEEP �� 42.5'8, : :: .. \ \ WOOD \ \ •9 e' ........... ::: STOOP T _ � �3.5':.:.::.::.:•::::•::•:.::•:::•::::•: 3'x9' 10 O z I o::.:...... :: o !. > c V • FRAME DWEJNG•:'::•&4 LOT 24 0 \ IRCA DRNEWAY 3.0'... ..::.. .....1:3. 1— BASE ::.:•:GARAGE:r:::::::.:::.:::::::. \ `_ LAND N F OF Z o::.GF 9.5'•::' ::.:::::..:rr.' \ JOHN GARDNER j II 48.s' .: •.:�.37.3''::'::•'::::,:::;: \ \ EL 9.2 /. STEP EL 8.9 \ M to I DRY WELL 8'DIAxOEfiP i \ \ ` S 81°S6'50"g \ (nQPIPE \\ LOT 25 z 3I LAND N/F OF DWELLINGS \ PIPE 3.9'74 j„� GALLAGHER LIVING TRUST I W/PUBLIC WATER 208.00' W3 m I 150' o I LOT 26 LAND N/F OF a:``! II�I�LTI9.�F Pe\110ES UGo POLLA SUFFOL FOR APPROVA r U1 SEC � �� ..��.an-19-- 6L& ornb ®rstC�-- i'*��9+,,�:;.t9n 1„Ye been " c ..: .:,i1,es u d faund to Cr 0:.ar 3C.1c' IeS 0n 3i d;. Dnspdcted anc9lol c�* Ile. L', �trDIZOO��• be satsfacim FOR A WIMU � 8� ZONED R-40 ®`C ��9 B°n p 9 ��OO� NON-CONFORMING LOT t ��Ig Kpap FRONT YARD: 40' MIN'7�.,�•_ � _—' MGM SIDE YARD: 15' MIN 35' TOTAL / �d REAR YARD: 50' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND-,,�'SSPOOL FINAL SURVEY 12-02-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVA770N§7, FND. LOC. 08-28-20 AND OR DATA OBTAINED FROM OTHERS AREA:21,689.84 SQ.FT. or 0.5 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL TERA 770N OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA 77ON LA W. COPIES OF THIS SURVEY MAP NOT BEARING 7HE 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 7HE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 24 CERTIFIED TO:. NICK COLON; COLLEEN STELLATO; MAP ORCOREY CREEK ESTATES WESTCOR LAND TITLE INSURANCE COMPANY; FILED:AUG 15, 1967 No. 4923 r M.K.M. ABSTRACT SERVICES, INC. SITUATED AT:BAYVIEW LOAN DEPOT.COM, LLC; TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design „ P.O. Box 153 Aquebogue, New York 11931 r FILE #19-113 SCALE:1 =30 DATE: SEPT. 1, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk GENERAL NOTES PLUMBER CONT OTIFICATION N LEAD BEFORE PIP% RA A N GENERAL: PERTIFICATE OF OCCUPANCY SOLDER USED IN WATER 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING SUPPLY SYSTEM CANNOT Ozj E D AL DEPARTMENT. t Z5 1[ 2. ALL WORK SHALL CONFORM WITH N.Y.S.UNIFORM FIRE PREVENTION AND BUILDING EXCEED 2/10 OF 1% LEAD. CODE,2015 IRC,2017 UNIFORM CODE SUPPLEMENT AS WELL AS ALL OTHER CODES REFERENCED THEREIN,AND LOCAL BUILDING CODES. 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. VA 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 0 Go 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE..NOT TO BE SCALED AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS,_ CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS APPROVED AS NOTED erIAINA+^�INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before 935 CCREEK RD FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT DATE: s B.P.# Cockfill,OR Provide Engineer's Certification CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY S that the drainageOProv has been installed to Code. WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. FFE: _7 0BY: 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND �TIFY BUILDING DEPA AT SOUTHOLD , N 11971 IS RESPONSIBLE FOR DESIGN INTENT ONLY. .5-1802 8 AM TO 4 PM FOR THE DO NOT PROCEED WITH 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE "LLOWING INSPECTIONS: FRAkIING'UNTIL SURVEY BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. FOUNDATION - TWO REQUIRED OF FOUNDATION LOCATION-, Blower door 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF FOR POURED CONCRETE HAS BEEN APPRQVED. and ductwork ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS ' HUGH - FRAMING & PLUMBING THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS N'SULATION testing required. TO BE FOLLOWED. =-INAL - CONSTRUCTION MUST IrRUSv PLACAIRDING FIEOUIFIEC 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED 3E COMPLETE FOR C.O. CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION CONSTRUCTION SHALL MEET THE AL ! I, � THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. I;�QUlREMEN T S OF THE CODES OF NEW �""-<" IPI GAL 8,'<^s'A t ER LINTS NEED TESTING BEFORE-COVERING' �� 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. YORK STATE. NOT RESPONSIBLE FOR 1NSPECTi,,;, t, AE0UlRED o L 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION DESIGN OR CONSTRUCTION ERRORS. z L�C) SHALL BE IN ACCCORDANCE WITH SECTION R316. 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND All exterior lighting d W e 1' EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 Must provide Manuals installed,replaced or ��'% z \ a 16.THIS PROJECT COMPLIES W/THE 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING AND 2017 NYS SUPPLEMENT COMPLY WITH ALL CODES OF pj J and S as per repaired shall Conform C)w MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, NEW YORK STATE & TOWN CODES p to Chapter 172 z PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, a P Q ' ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 AS REQUIRED AND CONDITIONS OF NYS l;rier;y Code of the Town Code 120.00 CARPENTRY: S071 I U,v. 1 TITLE SHEET PLOT PLAN 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) ire IVu� �"RD � N Og�3T10'�W __--�---�� _ _ ► EC 2 FOUNDATION 1ST FLOOR PLAN 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) V " 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD � / G / 2-2"x 6" U.O.N. 2ND FLOOR PLAN , SECTION RISER 4. ALL JOISTS HANGERS TO BE"TECO"OR EQLIAL, FULL SIZE. OCCUPANCY OR3 \ / t" _ -1 / / z 0 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) N J z USE IS UNLAWFUL w 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) M / / u o LU .. Q BEARING. ELEVATIONS �LLo p 7 �; z > 7. ALL BEAMS GIRDERS HEADERS ETC. TO HAVE A MINIMUM OF 4"BEAR WITHOUT CERTIFICATL 4 N a a U-1� //�' // � 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT WI OF OCCUPANCYJ // J MODELS NUMBERS ON PLANS. o / J SEAL w 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY GENERAL NOTE: 5 FRAMING DETAILS ARC ESCAPE.IN CONFORMANCE WITH 2015 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL THE PROPOSED DWELUNC '1P.S BEEN DESIGNED TO BE IN CONFORMANCE WITH THE I o Y z �� K. �o / Ivo c� J� SEC.R310 MIN OPENING OF 5.7 SQ.FEET 5.0 SQ.FEET GRADE LEVEL WHEN GRADE - s / J 2015 INTERNATIONAL KESI[)FNTIAL CODE 2ND PRINTING ADOPTED&AMENDED BY NEW w TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH YORK STATE AND THE 2017 �; N YORK STATE SUPPLEMANT. 6 ENERGY SDaTAILS z 3 m OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. ° // � �� * LO 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. MECHANICAL NOTE: I / o ti ALL GLAZING SHALL COMPLY WITH SECTION R308. 1 NOTES & DETAILS o2ga N L I / // W 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF NY.STATE,CHAPTERS 12 THROUGH 24. \ z� / 9� 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE THE PLUMBING CODE OF NY STATE,CHAPTERS 25 THROUGH 32.THE II I / F F N Ew INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELECTRICAL CODE OF NY.STATE, O a I $ / O ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. CHAPTERS 34 THROUGH 42. w o 1 CO $ NOTES & DETAILS 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. I 3 p 3 .6t 9 NOTES & DETAILS �' QaU� ELECTRICAL: ELECTRICAL NOTE: "' � J �} aIt 00 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 0 / l Z 4 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING&2017 SUPPLEMENTAL SECTIONS FOR THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 3 m / a,w•n, a tea ' 3 1 M 10 NOTES & DETAILS 6�� ~ _ 14Q ,Y� oz M ti ELECTRICAL CODE OF NEW YORK STATE. 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING ADOPTED&AMENDED BY NEW / 1 -��p _ L w N�_ 14- 00 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION YORK STATE AND THE 201 NEW YORK STATE SUPPLEMENT.CHAPTER 33 THROUGH 43 ...��+++ / `0 PORCH I- 'o o w ' w o /= i-z� N 00 / --T-_-_j"i_�:?0, UNG I 3;,� j �O O C-]W OF WORK. �._ a ��i \ p 0 ENERGY NOTE: l/ d'1 Iowa 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WI CHAPTERS 34 43 11 NOTES & DETAILS a AND LOCAL BUILDING DEPARTMENT. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL ��' o \ d� I , 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 12 TJI DETAILS �tt a 3 I i o\d� 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. COMPLIANCE WITH 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF THE 2017 NYS UNIFORM AND ENERGY CONSERVATION CONSTRUCTION CODE. PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. DHW AND AIR CONDITIONING SYSTEMS MUST MEET OR FOUNDATIONS, CONCRETE AND IIIIASONARY: EXCEED THE SPECIFICATIONS CALLED OUT ON THE ENERGY 1 *j/o P' =10 0.f_1 0' Q 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. STAR COMPLIANCE CERTIFICATE } 857 ��' � ,c.00 .00 / /i tY rn 2 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON 1 SQ.FOOT. - - - r i� �'/ � 1 � } W z 3. FOOTINGS TO REST A MIN S-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO NOTE _ _ 1'RISE MAX) c/C®�`- waTER Maw U z Cl) _ _ 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON w 0 Z PLANS. (U.O.N.) 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. oo t 1Nyoyn o�l 0 O o7 w 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. �131b'M ll3M/M 2131b'M CIlB(ld/M O = 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF 3.FIXTURES TO BE PROPERLY VENTED. SDNIll3M4 w SONIlldM4 C) 0 LO Z FRAMING OR PROPER BRACING IS IN PLACE. rn O N z J 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. NOTE: 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED WI1/2"SPACE @ PLOT PLAN SIDES AND ENDS. U.O.N. 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF BE VARIFIED IN THE FIELD BY THE CONTRACTOR, O Z LO1"=20' 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. AND RECEIVED DISCREPANCIES SHALL BE m 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE/POURED STEPS. IMMEDIATELY REPORTED TO THE ARCHITECT. U 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. W 0 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND O � - EVERY 18"O.C.HORIZONTALLY WI FLASHED JOINT @BRICK LEDGE OR RELIEVING ANGLE 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF U� BUILDINGS. 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION LU OfQ FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED z Z CODE LIMITS. 0 z &3 LILj 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Cf7 0 0 LLJ 0 PLUMBING, MECHANICAL, FUEL_ GAS, A/C: [REFER TO TABLE R301.2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE] 0 0 w 00 1. PLUMBING TO COMPLY WITH 2015 I.P.C,2ND PRINTING&2017 SUPPLEMENTAL 2015 I.M.0 AND 2015 I.F.G.C. SEISMIC MEAN w ~ 0 ~ ' 0 Z = = w OI AND THE LOCAL BUILDING DEPARTMENT. WINDDESIGN SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR ° -j U LLI CV 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. GROUND DESIGN WINTER UNDERLAYMENT HAZARD FREEZING ANNUAL to Q 1- o � SNOW LOAD SPEED d TOPOG BORNE -BORNE CATEGORY FROST LINE DESIGN TEMP 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL RAPHIC DEBRIS °WEATHERING,, TERMITE TEMP REQUIRED INDEX DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-32),MECHANICAL CODE(CHAPTER 12-23), MPH EFFECTS k DEPTH AND FUEL GAS CODE(CHAPTER 24)OF 2015 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL 1 MILE 3 FEET MODERATE ° CONTACT ° 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS 20 PSF 130VUIt NO FROM THE B SEVERE 15 YES 599 51 1 BOF TO HEAVY BLDG DEPT SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. COAST 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 12 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 35'-0" A 21'-7" 13'-5" A 4 2'-3" 35-0" —————————— 6'-9" 14'-10" g_g 4,_9" 4"x 4"POST ANCHORED ON ————————— 10"0 x 36"FTG.BELOW GRADE �_—_— --_—_ AND 4"-6"ABOVE GRADE 2- 2"x 8" HDR lz � �- - - - - — ix x I� HOLD DN. N u TN U- HOLD DN. °° a 2" x 8" NAILER -' ---- ------ HOLD DN. HOLD DN. O O % Jw W J w 1 711i� ------------- --------------------------- 101ui o w J1 2-2"X 12"HEADER. I — 2-2"X 10"HEADER. Q O 2"X 10"HEADER. 0v 1 1 o 0 ¢ I 14'4" r— — O --� 6'0 I 0 wQ � 1 ,1 _ mo I I 1 � mo I I I w I I M ow 1 1 SII ZILI oW l I I loLLjm �i 0 w 0 O I I 'vcwi> F_ 011 I I ' V I I vcn � � � � I SII LAV j I I ILu o o ® o ® I j I I� KITCHEN U) o - - FULL CELLAR - 1 ® I I p 9'0"CLG.HT N 4 I� w F � � 1 0 o DINING ROOM L— L.w O ® 0 l I I I w M ° UNHABITABLE SPACE ( i Q* 9'o°CLG.HT 1 I N L - - - - - + J '� o r o 8'-0"TO UNDERSIDE OF JOISTS r_ zo X 0 13'-2" LF zo - 1 ,i I I N _ o f o REF. I s 38 I - I I I o o6 LL 1L w N , mi 1 19'-4" T-0" 11'-4" i o � 18 ' w 1 QW ¢ _ l I HALL zQ � l I 00 CO CO 1 v Lu 3 13/4"x 117/8"wl2-1"STEEL PL TES r J I ¢ w o i i 19'4" 11'-8" 3 1 1 GONG.PAD � ¢ - —————————— _ of w FLUSH INSTALLED GIRDE - —i - - I o o � I 1 3'- ' 1 1 0 ww - - - - - - I I wJ - - - - � ui ui F ---------- 0¢ 1 1 3 131 "x11718"w/2 5/8"STEEL PLATES cn o I I 4"STEEL COLUM WI T J I I i m W o 1 l FLUSH INSTALLED HEADER ELEC. 2 II 7/8 TJI 110 5ERIE5 3 1 24"X 24"X 12"C NC.FOOTING q S D FLOOR J015T5 ® I6" O.G. i I I I io � o I I 0C T S.DC. C I LLj = uP I I 1 - - 6 coO° _J I I i M M N GARAGE bN r �� I I 1 J w co FAV N tr) �? 19'4" �? Qp 5/8"TYPE"X"GYPSUM M w _ w _4 I I I BOARD ON WALLS AND w Lu O ( ( I 1 CEILING. xs m _ 'I I I UNEXCAVATED I I U Q 0 co1 1 I 20 CFM GLASS I 4"CONC SLAB OVER � m - p N ELEC• m w I 1 0 s BACKFILL 95/"MATERIAL MPACTION. 4"POURED CONC.SLAB OVER m w DOORS II [Z �B o ® � S.D. � I I I I o I I = ( � LIVING ROOM � `� � co ' -I� C.M. COMPACTED GRANULAR FILL "' w C9 � _ w g_ �I a cn DET. I ( o a, r, 9'-0"CLG.HT w O � I v � 1 I O`� I r r CO 3 0" R 3IN CEILING N W x m I I I N. O o I I o cn Q 1 xo r o i I I Nbo � 1 ZZ w U- ' , z 11 wJ L _ �> ° I N I I co ui u I I Of 0 2'0" ¢ u_ i 1 ui N 1 1 - .6 2'-0" g a o ,,, W �_— I I �/8 Til I10 5ERIE5 �, 1 1 9 w N cn 1 I I I I 1 `° J w = z w W I FLOOR JOI5T5 ® I b" O.G. `" e� p < — 1 0 � x � 000 � w iv Jw JH N I' i¢ co m M Z2 � Q N L------------------ -13/4"x 1/2"L L I ( ( 1 o mow z 13'8" 1 - - w 1 6'-4" 2'0 r SEAL `� `� v' 2-2"X 12"HD1 1 TRIPLE FLOOR J015T5_UNDER WALL ABO OLD DN. SCREWED TO DWELLI G I M I ( I I 1 HOLD DN. A * 7 SK TR�yi 1 1 CL I L---- - ---� 1 I 1 0 o M I o o � _ I 1 � 0 � � Q a X00 �In w � ° - off x I I kD 0 I — -7 Q = Z HOLD DN. ------------1 HOLD DN. 1 kD = - - z I I a cn 4"x 4"POST ANCHORED ON � I ® I I c0 O dJ p dJ J w � COV RED POR 10"0 x 36"FTG.BELOW GRADE o f s jU_ : O x _ "_ x 0 x - 1 1 U Q AND 4"-6"ABOVE GRADE ih 1 L — J N v N �°a��° a ry iv U of w 9T 2 9 b"3 y0 ---------- I x- x- I I m o F -., fr I = V ow FNE 2-2"x 8"ACQ HDR. r 2-2"x 8"ACQ HDR. ' _ / 1- R V I I w - - - - - - - ————————————— HOLD DN. 2-2"X1 "HDR. 2-2"X10"HDR. 2-2OFF "X10"HDR. _2-2"x12"HDR. 13 �� - - - - - - - - - - HOLD DN. A A 00 4 00 - M 6'_8" 4 6.8" 44" 4,_8„ N 00 T-0" T-0" 2'-0" 5'-0" 2'-0" 't 00 2'-0" 8'-0" 2'-0" c� 00 M M 14'-0" 9'-0" 12'-0" 14'-0" 9'-0" 11 12'-0" 35'-0" 35'-0" PROPOSED FIRST FLOOR PLAN PROPOSED FOUNDATION PLAN CONSTRUCTION NOTE BRACING METHOD : CS-WSP ( SEE SHEET#9 & #10 ) 1l4"=r o° } Q 1/4"=1' 0" FIRST FLOOR-1,163 SQ. FT. o O1 ALL LUMBER THAT COMES IN CONTACT WITH GARAGE-521 SQ. FT. Y CO CONCRETE SHALL BE A.C.Q.LUMBER. PORCH-130 SQ. FT. } w Z TOTAL= 1,814 SQ. FT U z Cn O3/4"OSB SUB FLOOR GLUED AND NAILED } o AS PER MANUFACTURER'S SPECFICIATIONS WINDOW SCHEDULE DOOR SCHEDULE o ° (0 z 10" � Z � 0 Lu CONCRETE WALL NOTE! SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. NUMBER DOOR SIZE DOOR TYPE AMT. M O N z rn Cn C J 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 0* 6-3 15/16 x 4-8 7/8 *ANDERSEN 3046-2 T.W.D.H. 4 1 3068 W/14" S.LITES SWING (EXTERIOR) 1 POSTS ABOVE. B 3'-2 1/8"x 4'-8 7/8" *ANDERSEN 3046 T.W.TWD.H. 2 2868 3/4 HR. S.C.F.R. DR. 1 1/2"A.B.(Cil 48"O.C.WITH DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND C 2'-6 1/8"x 4'-8 7/8" ANDERSEN 2446 2 3"x 3"x 1/4"PLATE WASHER STAIR WELL OPEN NG. (PROVIDE METAL JTS. O T.W.D.H. 3 3068 SWING (EXTERIOR) 1 NOTES: HANGERS AS REQ'D) OD 3'-0 1/8"x 3'-0 7/8" ANDERSEN 210210 T.W.D.H. 1 4 2068 SWING(INTERIOR) 2 DOUBLE ROOF RAFTERS AND TRIMMERS AROUND O Lo 2"x 6"SILL PLATE 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) 2' 6 1/8"x 3' 0 7/8" ANDERSEN 24210 TEMPERED T.W.D.H. 2 5 2468 SWING (INTERIOR) 1 Z T_ OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON Q DECO TEMPERED GLASS WINDOW AS SELECTED BY OWNER 6 2668 SWING (INTERIOR) 5 co CONCRETE WALL 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. L.V.L.,GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO 7 4068 SLIDER(INTERIOR) 2 J < , SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. FOUNDATION, FTG'S,AND OTHER STRUCTURAL (")WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 8 6068 SLIDER(INTERIOR) 1 -� 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL GIRDERS OR HEADERS AS NECESSARY. W Z a- g 6068 SLIDER(EXTERIOR) 1 AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS 1. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 0 10 5068 BIFOLD 1 0 �.- 0 O SQUARE FOOT WITH A MINIMUM OF 3'0"COVER. FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET i SECONDARY ROO=SYSTEMS, GARAGES,OR COVERED (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ 1 1668 BIFOLD 2 = V 3. ALL CONCRETE SHALL BE 3,500 P.S.I. PORCH'S. (ETC) MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED 112"A.B.@(�48"O.C.WITH FOR TOOLS) BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 1 2034 SWING(ATTIC INTERIOR) 1 0 w II 3"x 3"x lT4"PLATE WASHER 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAM PROOFED, W Z Q THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. 2. ALL WINDOWS TO BE ANDERSEN-400 SERIES 13 8070 GARAGE 1 Z U, v o CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. 3.ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD p Z — BACKFILL TO BE FREE OF WOOD,TRASH,ETC. AS PER MANUFACTURERS WINDOW AND DOOR SCHEDULE FROM ANDERSEN W 0 W 1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 4. ALL WINDOWS MUST HAVE A U-VALUE OF.34 OR LESS. co (� M RIM JOIST w/3"SQUARE WASHERS AND END NUT SETUP BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE 0 00 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF w i- w z OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PRIMINGBITUMINousPLASTIccEMENT. LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR o 0 w — _ = w a' � -� W < (V 1'0" 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. o o w C) (n Q � o TO 12"MAX.FROM ENDS OR CORNERS 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( ROOM NAME AREA LIGHT (8%) VENTILATION (4%)) 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED DWG NO MORE THAN 7 PERCENT. LIVING ROOM 313 S.F. 26 S.F. 34 S.F. 13 S.F. 17 S.F. ANCHOR BOLT SPECIFICATION KITCHEN/DINING AREA 390 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. 2 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. ( " ® / R403.1.6 FOUNDATION ANCHORAGE LUMBER. BATH 37.5 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 12 A' ,-0" NOTNOTE 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 5"THRU ROOF ALL EXTERIOR WALLS BEHIND TUBSPOSTS ABOVE. 14"ABOVE ROOF &SHOWERS SHALL BE INSULATED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 10'-0 --v 101-6" 8'-6" 6'-0" &FINISHED WITH GYP BD. BEFORE 4„ INSTALLATION OF FIXTURES. STAIR WELL OPENING.(PROVIDE METAL JTS. ExIsrlNc HANGERS AS REQ'D) °O ——————————————————— ti DOUBLE ROOF RAFTERS AND TRIMMERS AROUND STACK ------------- -------------- F E B SKYLIGHTS(PROVIDE METAL JTS.HANGERS A5 REQ'D) 2" � w 1 _ 2 2"x�HAP 2-2"x 8"HDR. I W � 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY F FADERS 1 v4" 3'• = X I I = a 1 1/2'•1 1 1/2"I c L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO cn 5-0. " 5-0• 11'-4" I - C/) C3 I I W J o I I I I o w FOUNDATION, FTG'S,AND OTHER STRUCTURAL u 1¢– � 1 1 I I 8 � I I 1 1 I¢- GIRDERS OR HEADERS AS NECESSARY. I I I 1 I N 1 o m SECOND FLOOR m o I ( I I � ;p I --- 8 N 02 I I W e 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS E? W ® ATH 1 �; FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY 2„ 3" 2" r I ►- 10-0" ZD q C.O.'v cn ® I SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED C.O. 70 O u I w, � z Z o 1 PORCH'S. (ETC)LL s" I 3„ N i W.I.C. `' N 1 0 0 BATH LL> X ED BEDROOM #3 I I iy I I N� U= 1 I 8'-0"CLG.HTO W 2., 2„ W I 6'-10" L 1 0 r`----111/4" I 11/4" 3" 3" NOTE: 111/2„ I a> 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE I WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK 1 DISH 0 1 STATE. FIRST FLOOR WASHER WASHER 1 HALL 6 ELEC. = 1 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE C.O. �" 2- I 2„ L A i __ S.D. � ©I WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK I 0 0 C.M. x ( 00 STATE. 3„ Go B = ,os C M. J S.D. r22"X 30" DET. i� ILU _j ots o 1C)t'DET. C.M. o I ATTIC I 7 N 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN 3" ( \ �DET. 1 N ———— � LAccEss.J 1 ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY I -i W 1 LINE OF TRAY CEILING - — —— W a WITH SECTION R308. I �-——F.A.I. � U) I I 1 1 I I " = c„ � 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION BASEMENT I C.O. I o co _ o ( I ——7 x 12"RIDGE ———— — Tx IT RIDGE ——_ I o cn w R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. w =1O _ ———'————— ——————— ————— ————— o Q w U a r I I I I — — I I M �* I- qQ 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE r W " 4"C.I.HOUSE TRAP IN o W 1 1 I 1 1 w _ INSTALLED IN ACCORDANCE WITH SECTION R703.4 c.O. co co � 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE IT wl Sn COVER 1 I MASTER BEDROOM 1 — ELEC. A WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK 4"Cl _I 6 0 S.D. 1 i 10'-0"HT TRAY CLOG i — DET. I 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN iv � I I N I qz-—— I 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN MISER D I A M m I I =_—— 1 - ACCORDANCE WITH SECTION R320 co 06 z ___ ( 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE N.T.S � i 'wR I �' 1 `�' WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. W Q `�-' I 1 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE WATER SUPPLY&DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: " I ——— u~i : WITH SECTION RM 1502 1.SERVICE FOR NEW BATHROOM WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL ® .fl FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3D02.1 DRAIN,WASTE& W _ I z ® I - BEDROOM #2 1 TABLE P3111.3 SIZE OF COMBINATION WASTE& U a _ o ,� ——— ® � ® � 1 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS 2.WATER DISTRIBUTION PIPING&FlTTING SHALL VENT PIPE. o I I I I u, x I ——— z o w OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER ED o iv 19 4" -� - 1 00 BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 I x W Q PIPE FITTINGS,FOR MATERIALS. "��,', W i 1 ( iv v c�i ( WITH SECTION R318 w v 1 LANE OF TRAY CEILING 1 �-- --- ------------� 1 I I I I RISER DIAGRAM I - coo B � I 11'-4" 1 1 v � x i I 1 W9 im c N I N/ 2-2x10"HDR. 2-2"x8"HDA. 2-2x10"HDR. I 1 1 w 0" ®* �'" ---------- —nm -------------- ---------------------- -1 z O w '4 CONTINUOUS RIDGE VENT SEAL 4 2"x12"RIDGE ED ARC, 2"x 6"COLLAR TIES 32"oc � 9 2"x 10"RR 16"O.C. - `I 112"PLYWOOD SHEATHING#15 FELT 1 /� ASPHALT SHINGLES(AS SELECTED BY OWNER) ``'A ICE SHEALDING 1 0 2 9 s 5 y0� P_2" 11'4" 10'-6' 6-0" 2"x 8"CEILING JOISTS 16 O.C. 7�JCT,�z? JC�JC�7CTJ 12"O.H. 35'-0" CONTINUOS RIDGE VENT 3"CONTINUOUS SOFFIT VENT PROPOSED SECOND FLOOR PLAN 2 YERSR-19INSULATION r M JC�.7.�JC� N PERPENDICULAR W/ 2"x 4"STUDS 16"oc BRACING METHOD : CS-WSP ( SEE SHEET#9 &#10 ) 1/4"=1'-0" —— FIN�Lrz——— 12"GYPSUM BOARD. 112"PLYWOOD SHEATHING N o 2 LAYERS R-19 INSULATION VAPOR BARRIER N 0000 SECOND FLOOR-1,171 SQ.FT. WIN HT———- RUN PERPENDICULAR W/ R-30 INSULATION R-3 INSULATION BOARD LIGHT & VENTILATION REQUIREMENTS, 2ND FLOOR R-15 INSULATION W/ 1/2'GYPSUM BOARD. VINYL SIDING(AS SELECTED BY OWNER) CID (D 112"GYPSUM BOARD. ROOM NAME AREA LIGHT 8% VENTILATION 4% BLOCKINGo MASTER 3/4"SUB FLOOR GLUED AND NAILED S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED MASTER BEDROOM 398 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. 9 BEDROOM HALL BEDROOM —2"x 4"SILL BEDROOM#2 143 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. zo117/8"TJI 110 SERIES OR EQUAL @ 16"O.C. BEDROOM#3 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. t� 2-2"x 4"TOP PLATE MASTER BATH 58 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 2"x 4"STUDS 16"oc BATH 45 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE — FIN FL ———_ BRIDGING FIRE STOPS BRIDGING Q O 112"PLYWOOD SHEATHINGt- FIN CLG — —_ VAPOR BARRIER Y ( w —— R-3 INSULATION BOARD W = Z R-15 INSULATION W/ VINYL SIDING AS SELECTED BY OWNIER W >- WINHT---_ ( ) U) 112"GYPSUM BOARD. U Z (n � 314"SUB FLOOR GLUED AND NAILED >- d Z W -1 SCRIBE @WALL(TYPICAL) BLOCKING R-15 INSULATION W/ 11718"TJI 110 SERIES OR EQUAL @ 16"'O.C. p Oz U) Z KITCHEN 1!2"GYPSUM BOARD. 2-2"x 4"TOP PLATE v w o FIXED WOOD SHELF — WOOD BLOCKING 3 SIDES co 00 LIVING o o N _z 36"RAILING ROOM SILL SEALER SCRIBE @ WALL(TYPICAL) TERMITE SHIELD(COPPER) 11/2"DIA.POLE SECURED ANCHOR BOLTS(SEE DETAIL) W/FLANGES BOTH SIDES. BRIDGING BRIDGING 2-2"x 6"ACQ SILL WOOD BLOCKING 3 SIDES _– –––––_ . ti z Lo R-301NSULI m0 0) FIXED WOOD SHELVES GRADE V R-30 INSUL GRADE J 1 4"x 4"POST ANCHORED ON J 170 x 36"FTG.BELOW GRADE W Z I I 4_ FULL CELLAR 1 AND 4"6"ABOVE GRADE o O _ �> U 0 0 J PROVIDE DAMP PROOFING 2 0 -' w II 4'x 4'POST ANCHORED ON I W 10"0x36'FTG.BELOW GRADE I Z �- Z U AND 4"-6"ABOVE GRADE ❑ z __= 8"CONC FOUNDATION WALL. W 0 (n W 16"x 8"CONCRETE FOOTING W/4"x 2"KEY Q) V I-- ❑ 0 CIO 4"CONCRETE SLAB ON UNDISTURBED BASE w 0 - L Z 0 z = = w 0) ' . , d 0- U u) Q DETAIL DETAIL SECTION VIEW � ) i% A DWG NO COAT CLOSET DETAIL SCALE 11T:1'-0" LINEN CLOSET DETAIL SCALE 10:1'-0" WISHELVES W/SHELVES 1/4 0ll e 3 1 2 0 rn lNGLE ASPHALT S ICE SHIELD ICE SHIELD ICE SHIELD ICE SHIELD U, OO 0 L ao co tD NG cc El 11 f `' c!) STEP FLASHING ( `� ED — FIN FL ---- 12 16 ----FIN FL — o_ — FIN CLG__— ———FIN CLG CEDAR IMPRESSIONS 1'-0• ————1aILNt1I R 4 36 RAILING HT 36"RAILING °4 VINT NMI' El n FIN.FL.EL.2-1L0'_ FIN.FL EL. 11.0' GRADE RAD •'» {•• GRADE I I I I I I I I I I III I IL- -ill I I I I I I I -i-4'x 4"POST ANCHORED ON 10"0 x 36"FTG.BELOW GRADE I �----------------- I I I AND4"-6"ABOVE GRADE_ I I i I co I J LJ L LJ LJ J---------------- I LJ LJ I I I jj I I I I I 1 I I I I I s LI) BASEMENT SLAB I I ( I ( __ I I BASEMENT SLAB ---- --------------------------I-------------------------------16"—x-8"--N--C --OT—I-G—-------- ---------------------------------- --------------------"--FOOTN ------- -------- FRONT -- _— -------- ELEVATION REAR ELEVATION SEAL 114"=1'-0" 1/4"=1'-0" 1., kA.TFC ij, NOTE : PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 I J AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS M cn OF UNDERLAYMENT CEMENTED TOGETHER OR A SELFcp -47 - ADHERING POLYMER-MODIFIED BITUMEN SHEET IN q 0294 PLACE OF NORMAL UNDERLAYMENT AND SHALL lF 0 F N E� EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. ® ® CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE It 00 12 MANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 M r 2 12 7 11 17 Q7 N 00 Nr 00 N CO M M co _.. Lo C) rn = O co Y r °4 o w = Z m w y- w C) Z1-- VINYL SIDING JI&FIN FL �c 12 5 w O D a: FIN FL O = U) Z FIN CLG ------ MNCL2--- ccyi O Z rn C7 J ---- N T-0"1 ----WNL • e 1'4" OPEN PORCH o ® co o Lo 36 RAILING `� 36"RAILING 36"RAILING `-Q m `� O J J —EIN•fL Z _—EIIJIL EL @1 __ � O � -------- _ _ -------- TO �O/ o ... _ .a. ... _ .a ... •.. •.. .. ... ... ... .. .. _ .a. ... _ .+ = U--•� Ly. r I- !' I' U ,f.-J.�••.w �•4 •S \. -5\- -•y. :"�i.~•.. . -•4 �f:.i, •'S\- _•._ _•._•.: i u », •., til - l• -a• L.L GRADE �'.•�:•':�:•:.•..•.. .•�•.�;..•.•.��:•.•.•:.•..•.. .•�•.;i• �'►:�:•"'•"`" •'='"'a. ... :a. ... .., ... GRADE GRADE .. --- •:... �'... ,� •..• •. .... GRADE z � Z U � 1 0 u)l T- 1 L_=.J I I u u - I I I it II I w==--� I I o z ��_J I �L_J 4 I __ _ ______________ I II • : " I 11 11 11 I I I I 11 4 w 0 16'x 8"CONC FOOTING I L J � L J I L L �J I I i i--� � °° � O v � o0 I I I I �L O W Z 4"x 4"POST ANCHORED ON I i I I I O u i J U W � N 10"0 x 36"FTG.BELOW GRADE I I I I I a � U (n Ix Q �-- o f d) AND 4"-6"ABOVE GRADE I I I I I BASEMENT SLAB _ BASEMENT SLAB _____ ___ ______ DWG NO —_--_16"x8"CONCFOOTING___--- _---__---16"x8"CONCFOOTING—_--------- ------- 16"x8"CONCFOOTING -- RIGHT SIDE ELEVATION ------ LEFT SIDE ELEVATION 1l4"=1'-0" 4 12 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES i I 1"AIR SPACE 1"x 2"BLOCKING. — I #15 FELT PAPER ROOF SHINGLE. 11/4"x 20 GAUGE GALV. / 1/2"CDX PLYWOODSTRAP(TYP.)WITH(6)8d PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. #15 FELT PAPER I 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH f _ J I END OF STRAP. J .. 24"MIN. SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT s. , h� ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1114"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d CATHEDRAL CEILINGS CONDITION i ACCORDANCE WI MANUFACTURER SPECIFICATIONS ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE"CONNECTOR %, DETAIL "A" .: i DETAIL "B" BY SIMPSON OR APPROVED EQUAL. 0 DETAIL "C" O DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3.1 L/4 MAX. L R.802.3.1 R.802.5.1(9) R.802.5.1(9) ATTIC INSULATION 2'-0"MAX CAN'T 5/8"TYPE "X" GYPSUM BOARD COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE 6" RIGID INSULATION 518" TYPE "X" GYPSUM BOARD 1'-4° 3° 314"OSB SUB FLOOR GLUED AND NAILED ATTIC FLOOR FRAMING AS PER MANUFACTURER'S SPECFICIATIONS 2" x 4" FRAMED WALL. TYPICAL .1 c— _�T SOLID BLOCKING @ EXTERIOR PARTITION. M �\ R-15 MINERAL FIBER INSULATION 11 1/2" INSULATION BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'4" FIBER STRONG RIM BOARD BY SPACES. HEADER I .MANUFACTURER @ END OF JOISTS 1 STEEL PLATE XI i �I TUFF-R-BOARD INSULATION. V'MIN AIR GAP - 0 VINYL SOFFIT GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT SITE BUILT ATTIC ENCLOSURE ACCORDANCE W/MANUFACTURER SPECIFICATIONS - MECHANICALLY SECURED MECHANICAL LATCH TO PRESSURE Q SEAL AT WEATHERSTRIPPING MANUFACTURED PULL DOWN STAIR cn DETAIL "E" O DETAIL "F " D DETAIL "G" 0 DETAIL "H" S2 ATTIC ACCESS DETAIL N.T.S. CANTILEVER 1/2"=1'-0" FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER W/STEEL PLATE DETAIL 1/2"=1'-0" w 1 HOUR RATED UL Design No.U333 SEAL ARcy NOTE N K. ALL STAIRS, HANDRAILS& SHEATHING RAILINGS SHALL COMPLY SIDING U W/RCNYS SEC. R-311 &R-312 z FLASHING CONTINUOS VENT 9 1 Z w HARDWOOD OR STEEL HANDRAIL 9T 02 9 4 6`' y0� �U W/1 1/2"MIN. FINGER CLR.AND NOT F OF NEw oo p TO PROJECT MORE THAN 4.5" USE A MINIMUM OF 1/2" c+� O TWO 8d NAILS THIS ,� 1 1/4"AIR SPACE ZO 0 FROM THE WALL. SIDE OF TRUSS. BACK FLASHING o TOTAL 4-8d NAILS , : . 1/2"MIN. BLANKET INSULATION w w INTO TRUSS. 3/4"AIR SPACE = d) 00 ROOF RAFTER V 00 0 M 3/4"0 LAG BOLTS TOP BOTTOM @ 24"O.C.MAINTAIN a WOOD STRINGER, �' N w 2"EDGE @ END DISTANCES. M TREADS, &RISERS _ _ M M 2-8d NAILS INTO PLATES 1 114"NOSING 8-8d NAILS PRE-MOLDED INTO STUD Simpson Strong-Tie EXPANSION JOINT. H7 Z *'MINIMUM WIDTH OF STAIRS TO BE 3'-0" LO DETAIL "J" 0 DETAIL "K" 0 DETAIL 111 } Y Q � ROOF VENTILATION N.T.S. STAIR AND RAILING DETAIL 1"=1'-0" RAFTER TIE DETAIL N.T.S. r- O � SIMPSON STRONG-TIE H7Z � o >_ Y Lu Lu T = Z Lu >_ w U Z Cf) 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER w o z D 5 R.R./C.J. TO DWELLING D� ROOF CONNECTION CONNECTION DETAIL o -r w z w TECO'S M 0 N ZZ 2"x6"R.R.@ 16"O.C. 2"x6"R.R.@ 16"O.C. 0) U) � J 3-10d COMMON SEE DECK ATTACHMENT 1/2°LAG.BOLT SI SON DETAIL ON SHEET#12 @ 24"O.C. ST PIPING @ 16" FILLER TRIP 6-8d COMMON SIMPSON 12T O LO 2"x6"CJ.@ 16"O.C. EA. IDE Z -r-- 2-2"x10"HEADER m 07 112°LAG.BOLT DECORATIVE MOLDING U O COV. @ 24"O.C. J PCRCH TECO'S J 2i O Op o U � 2"x6"DECKING DECORATIVE MOLDING PSON (D w I I POST ANCHORED IN 2"x6"DECKING STRAPPING 0 16" w J SEE DECK ATTACHMENT— FTG.BELOW GRADE z z Q DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. AND 4'-6"ABOVE GRADE %"O LAG Q Z (D 6-8d COMMION BOLTS @ 16" SIMPSON _ N U) 6-8dCOMMION HGR. ® 1 s O W 3 10d COMMON 112°LAG.BOLT all • AB POST BASE BY SIMPSON U I. 0 00 ' 00 @ 24"O.C. FILLER STRIP d U W w z w ' TECO'S G -' 0 0 J J C) W F- N GRADE 5/8"ANCHOR BOLT 0 DETAIL "N" a a U Q �-- o ' @ 4'O.C.(TWO STORY HOUSE) PORCH COLS TO HDR. PORCH DETAIL DWG NO FLJ TO DWELLING CONNECTOR POST W1 CONC. CONNECTION PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. „ 5 6 Will DETAIL ,� PORCH CONNECTION DETAILS N.T.S. 12 2015 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE & 2017 SUPPLEMENT IIJSTALL1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG // CONTINUOUS BEAD FAFTER WITH EXPANDING FOAM SEALANT. / OF SEALANT TABLE R402.4.1 .1 FOR LE IN EQUAL VENT SPACE VENTED AIRSPACE FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD /' ATTIC INSULATION = - = OF SEALANT CONTINUOUS MINIMAL AIR BARRIER AND INSULATION INSTALLATION / CEILIN BARRIER GYPSUM BOARD EXPANDING FOAM AT INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER INSULATION VERTICALLY TO // CONTINUOUS F SEALANT BEAD CONNECT INSULATING SHEATING COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA TO RIGID INSULATION BAFFLE / CO6TIA OTS BEAD FCAM SEAL BOTH JOINTS / / CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW UNIT AS A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER the building envelope. a sealing material. narrow cavities shall be filled by insulation CONTINUOUS MINIMAL The exterior thermal envelope contains-a Narrow cavities General requirements that on installation readily conforms to the EXPANDING FOAM AT continuous air barrier. available cavity space. 11/2"RIGID INSULATION WINDOW PERIMETER Breaks or joints in the air barrier shall be CONTINUOUS BEAD sealed. Air sealing shall be provided between theWINDOW UNIT AS OF SEALANT Garage separation garage and conditioned spaces. EXTERIOR INSULATED WALL AIR BARRIER CONTINUOUS BEAD The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit OF ADHESIVE shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS MINIMAL CONTINUOUS BEAD gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building EXPANDING FOAM AT OF SEALANT Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC WINDOW PERIMETER Access openings,drop down stairs or knee drywall. rated. I CONTINUOUS BEAD wall doors to unconditioned attic spaces ��Tri I L shall be sealed. C SEALANT Batt insulation shall be cut neatly to fit CONTINUOUS BEAD OF ADHESIVE Thejunctionofthefoundationantlsillplate Cavities within corners andheatlersofframe around wiring and plumbing in exterior walls, 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD Plumbing and wiring or insulation that on installation readilyOF SEALANT CONTINUOUS BEAD shall be sealed. walls shall be insulated by completely filling conforms to available space shall extend ATTIC EAVE BAFFLE AND VENT I OF SEALANT The junction of the top plate and the top of the cavity with a material having a thermal Walls exterior walls shall be sealed resistance of R-3 per inch minimum. behind piping and wiring. CONTINUOUS SILL SEALER /////� FULL WIDTH OF MUDSILL Knee walls shall be sealed. \. \. FOUNDATION WALLAS Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs �//�// AIR BARRIER walls shall be installed in substantial contact Shower/tub on exteriorwall adjacent to showers and tubs shall separate shall be insulated. oe \\ \\ CONCRETE SLAB AS and continuous alignment with the air barrier. them from the showers and tubs. / CONTINUOUS BEAD \//\° AIR BARRIER / OF SEALANT �\\ The space between window/doorjambs and The air barrier shall be installed behind / VENTED AIRSPACE Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. ATTIC INSULATION Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building Rim joists HVAC register boots thermal envelope shall be sealed to the INSTALL 1"RIGID ROUGH CUT / subfloor or drywall. AROUND VENTILATION CHUTE / The air barrier shall be installed at any Floor framing cavity insulation shall be -AIR SEAL PERIMETER WITH / exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire EXPANDING FOAM SEALANT / the underside of suation decking,or floor sprinklers shall only be sealed in a manner ' A I R SEALING D ETA I L framing cavity insulation shall be permitted that is recommended b the manufacturer. Floors(including above garage and Y � cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not CONTINUOUS BEAD OF SEALANT sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. N.T.S. from the bottom to the top of all perimeter floor framing members. 1 1/2"RIGID INSULATION Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue EXTERIOR INSULATED WALL Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned with overlapping joints taped. the crawlspace walls. space shall be sealed. EXTERIOR INSULATED WALL t; ETA I L RIGID INSULATION SHEATHING "R-VALUE/THICKNESS PER CLIMATE (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S TABLE R402.1 .2 BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER co 0 INSULATION AND FENESTRATION REQUIREMENTS W 2X LEDGER ON TOP OF _ � _ ,��y1 -.,,V,,Y by*�c •r •.+ RIGID INSULATION 3.R. Amendments its T'ahlc R4{l2.l.1 (Ins aiid (Fenestration Requirrmentw b� a�. R � " "`14" µ .-. �•. , h. 4r r 4 SEAL f -` ti ~! `'`~• � • ATTIC INSULATION ?,IED ARC T�tblc i� t�?.1.? at tlt�. �i11 [FC'C' Rcsi�{`.ntial Pro%-isi�ms shall be dccmcd to tic amcnded by ( 1 r° '" " ,;,..�,. ,»' '�..' .. ,. _. 1 •-" M WOOD TRUSS FRAMING dcsi�*n�ttin�I the cxistit12 rug,.' lur climzit�: zone 6 sls "option I" and (2) acldin,, a new row. to lac �, �`: ��°� ' t�� •;* � �� - �`�� o ., - '-optiont t i SHEATH INTERIOR OF `y designated as "option 1 iur chniate zone 6. such 1 and ' � tip n . rim's for clunate zinc az F' 6 to read as 1011o),vs: I 1 �� "`y,".,� r--- I 9J X29 465 O� ATTIC ACCESS TO � �. +1"OF INSULATION LEVEL I � 1"RIGID INSULATION F O �w y F N Wood r Cra�4'I _ Gbzcd Mlles I3.1seniclit S12b 4 y �'liIna tc 1 cnc..tration SI;�'li:;ht Crifins; Frolic Floor 1 ACCESS PANEL Frncstr."tion tt.'all V`Bit R-Value r A t f Tg^ a DRAW ACCESS PANEL SNUG 7-_t�nc f I-aluc 1' f Fv�ctor R-+':slur '��'aIl lt-4'altsc 3�all s t #"5 r, Sl1{"iC Ke li-t',tlur' R-VNILIc �R dcl�tlt i` a WITH PERIMETER SCREWS li-�'alur TRIM ASREQUIRDED (� �B_5 or t d ', " } l FINISHED CEILING �r ao t optio s l fl.;' �f)_:5 tiR a'7 I.;+1(1''. 151201 10 a 1 ti{ 19 15..1 ft. 15'111) ( t (( � CO d Y'} 5 q 7LM y M r` ` t 1 ,n rfj k, rt N co r ttiun 1?.?S dl.- P. a9 ,ti c t+itv l5l�f} �Ct? 15/20 ' 1 �rzTA I L E7 ETA I L v co t - i I CID co AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S M M RIGID INSULATION SHEATING Nt�Th: ThL rcnl.tind�r��i Table 8-1-02.1.2 shall not be deemed to be deleted or otherwisc ainciide l y i + br,• this 5cctic n 3.8. Than rcrnaindcr of Table R402.1.2 cantinucs in full farce rind cffcct, LO i } Y Q � AIR SEALED WALL � M PREFAB ATTIC INSULATION W = Z N.T.S. FIREPLACE UNIT SITEBUILTATTICENCLOSURE-MECHANICALLYSECURED, w W TABLE R402.1 .4 >- z z RIGID INSULATION"R-)VALUE/DEPTH PER CLIMATE" >- � EQUIVALENT U-FACTORS 0 ° C0 _ INSULATED EXTERIOR O = W z STUD WALL U � LLJ 0 M ° N Z INSTALL INTERIOR rn U) TABLE R402.1.4 SHEATING PRIOR TO EQUIVALENT U-FACTORSa INTALFIREPLLATION C PREFAB MECHANICALLATCHTO FIREPLACE UNIT ATTIC FLOOR FRAMING PRESSURE SEAL AT WEATHERSTRIPPING FRAME —I BASEMENT CRAWL CLIfN1ATE FENESTRATION SKYLIGHT CEILING MASS WALL FLOOR I a 1` WALL ? ; WALL SPACE WALL RO ° LO ZONE U-FACTOR b-FACTOR U-FACTOR U-FACTORb U-FACTOR Z � U-FACTOR U-FACTOR U-FACTOR MANUFACTURED RECESSED LIGHT ENCLOSURE O - — ----- -- ----- — — - COMPRESSIBLE WEATHERSTRIPPING 1 0.50 0.75 C.G35 0.084 0.1�7 O.GG4 0.36G I G.477 O AT PERIMETER OF ENCLOSURE U __.__.._._--_.-__-__.__ ------ 2 _.__.__—.._— ATTIC INSULATION CONTINUOUS BEAD OF SEALANT J 2 M 0.40 47.G5 47.030 CCSB y---- 0.16:1 ! O_CO�+ j 0.3'SO 0.477 ATTIC TRUSS W z t1 0.047 G 091 C 0.136 0 DOWN STAIR PULL O 0 0.35 G 55 0.G:,o � 0.1060 0.098 j � � O o 4 except Marine 0.35 0.55 � C.C2-S � 0.10130 0.098 � 0.047 C 0.05Ci � 0.005 WOOD FRAME FLOOR ASSEMBLY = ry 5 afid Marine 4 33 t-- — C.3z I 47.55 I C.C2L� C.CGG Cl.uo2 4).10°' i C.C�5G � C.C55 I = — � (D w II ----— - —_ ------------- - -- --- _ ----'---- ----_ - _... __--- r W < d C G.32 C.�S C.102r G.G15 0.060 47.100 ; 0.05G C-055 = _ ~ ---- - -- -1 ------_-----�--- = - a z W 0 I. 0.32 47.5115 O.G2 0.1345 x!.057 0.028 C G-05 — — _ _ 17ETA I L - 7 �n�d � � 0.n5 � • a W Z W EXPNADING SEALANT AT PEIMETER .• • ' � a ':onfer:e tratlon :_'-fa^'cr, s! . be.aaiaineci`rcr my surir:ent. c .b.u'311nr.or a appro•;ed source, DRYWALL CEILING AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S W C) - t -'1 - r it-. e r. s - RECESSED LIGHTING FIXTURE U 00 G i"en rlscre 11 sn halr;rr ina_I_, n i= o�lh Ir_ri�r he r.�a:c . U-f. s qF a r�a,in » crC' i-.n Cl:r.".aie acne t _ C.I:I^aie Enn _. - 1 tr,i•Itn"el �cre 3 010 r. a• W o � w z � �-i 1"Life�i I'.f 4 e<cei:.r," I f?. tt a^_ in CI i"•tc_vile 5 and,'vldrltl8 4 and O C57,n tl mote Zor'•c-: =ttll'Cli��i W z CONTINUOUS BEAD OF SEALANT O W ' � Z = = w 07 c. Ea.ertent;sta'! `rr__i,r cf C 613 it ,, rn"-fi_1^lttil.vaff,or-:3 :s:efined b;, Filr.rre R3':i s anbTable'R 01.1. � � �, --� � W �I CV Q o aj i�rzTA I L I�ETA I L DWG NO i AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S 1 MANUFACTURED FIREPLACE ASSEMBLY 6 12 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) TABLE R602.3(1) -continued FASTENING SCHEDULE FASTENING SCHEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION 01=BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION ROOF 14 Blocking between ceiling joists or rafters 16d common (3112"x 0.162") 16"o.c.face nail to top plate 16d box(31/2"x 0.135");or 12"o.c.face nail 4-8d box(2112"x 0.113")or 3"x 0.131"nails 1 Blocking between ceiling joists or rafters to top 3-8d common(2112"x ")or ):or Toe nail late 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135") •or 3 each 16"o.c.face nail 2015 IRC p 3-10d box(3"x 0.128"):or blocking(at brace wall 112 3 ll panel) 2-16d common "x 0.162");or 2 each 16"o.c.face nail INTERNATIONAL RESIDENTIAL CODE 3-3"x 0.131"nails ( 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x 0.113")or per oast,Toe nail 2 Ceiling joists to top plate 3-8d common(2 112"x 0.131"):or 4-8d box(2 1/2"x 0.113");or TABLE R602.10.3(1) 3-10d box(3"x 0.128"):or 3-16d box(31/2"x 0.135");or 3-3"x0.131"nails 4-8d common(2 1/2"x 0.131");or Toenail BRACING REQUIREMENTS BASED ON WIND SPEED Ceiling joist not attached to parallel rafter,laps 4-1 Od box(3"x 0.128");or Face nail 16 Top or bottom plate to stud 4-10d 4-3"x box box(3"x 0,128");or EXPOSURE GATE60RY B 3 over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3112"x 0.162"0;or 30- FOOT MEAN ROOF HIEOHT MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(3112"x 0 x 0.162");or;2 " End nail 10- FOOT WALL HI ECHT REOU I RED ALON6 EACH BRAGED WALL LINE " 2-16d common(31/2 x 0.1 Ceiling joist not attached to parallel rafter 3-10d box(3"x 0.128");or 2 BRAGED WALL LINES 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 3-3"x 0.131"nails ULTIMATE DESIGN BRACED WALL LINE METH005 METHODS and Table R802.5.1 9 3-10d box(3"x 0.128");or WIND 5PEED 5PAGIN6 b DWS,W5P,5FB, ( )1 17 Top plates,laps at corner s and 2-116d common(31/2"x 0.162");or Face nail (MPH) STORY LOCATION (FEET) METHOD LIB METHOD CSB pBS,PGP,HPS, GS-WSP,GS-G, 4-10d box(3"x 0.128");or intersections 3-3"x 0.131"nails 5 Collar tie to rafter,face nail or 11/4"x 20 ga. Face nail each rafter BV-WSP,ABW,PFH, GS-PF ridge strap to rafter 3-10tl common(3"x 0.148");or PFG,GS-SFB 4-3"x 0.131"nails 18 1"brace to each stud andlate 3-8d box(21/2"x 0.113");or Face nail P 2-8d common(21/2"x 0.131"); or 10 4.0 4.0 2.5 2.0 3-16d box nails (31/2"x 0.1135");or 2-10d box(3"x 0.128");or 20 7.0 7.0 4.0 3.5 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 2 toe nails on one side and 1 toe nail 2 staples 13/4" 30 10.5 10.5 6.0 5.0 on opposite side of each rafter or 4- x 0.131"nails box(3"x 0.128"); or 4-33""x truss 40 13.5 13.5 8.0 6.5 19 1"x 6"sheathing to each bearing 3-8d box(2 112"x 0.113");or - 4-16d (31/2"x 0.135");or 2-8d common(2 1/2"x 0.131"); or Face nail 50 16.5 16.5 q.5 8.0 3-10d common(31/2"x 0.1148"); or Toe nail 2-10d box(3"x 0.128");or 4-1 Od box(3"x 0.128"); or g g 60 Iq.5 19.5 11.5 9.5 2 staples,1"crown,l6 a 1 314"Ion Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 3-8d box 2 1/2"x 0.113" or 7 roof rafter to minimum 2"ride beam ( )' 10 7.5 7.5 4.5 3.5 9 3-16tl box(3112"x 0.135") ;or End nail 3-8tl common(2112"x 0.131"); or 2-16d common(31/2"x 0.162");or 3-10d box(3"x 0.128");or -5120 20 14.0 14.0 8.0 7.0 3-1 Od box(3"x 0.128"); or 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,13/4"long Face nail 30 20.0 20.0 11.5 9.5 3-3"x 0.131"nails W der than 1"x 8" 40 25.5 25.5 15.0 12.5 WALL 4-8d box(2 112"x 0.113); or 50 31.5 31.5 18.0 15.5 3-8d common(2 1/2"x 0.131") ;or 60 37.5 37.5 21.5 1&.5 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.128");or 1 Od box(3"x 0.128");or 4 staples,1"crown,16 ga.,1 314"long 3"x 0.131"nails 16"o.c.face nail 10 NP I I.O 6.5 5.5 9 Stud to stud and abutting stud at intersecting 16d box(3112"x 0.135");or 12"o c.face nail FLOOR 20 NP 20.5 11.5 10.0 3"x 0.131"nails 30 NP 29.0 17.0 14.5 wall corners(at braced wall panels) 4-8d box 21/2"x 0.113; or 16d common 31/2"x 0.162" 16"o.c.face nail ( ) 40 HP 38.0 22.0 18.5 ( ) 3-8d common(2112"x 0.131") ;or 21 Joist to sill,top plate or girder Toe nail 9 16d common(31/2"x 0.162") 50 NP 47.0 27.0 23.0 16"o.c.each edge face nail 3-10d box(3"x 0.128");or 10 Built-up header(2"to 2"header with 112"spacer) 3-3"x 0.131"nails 60 NP 55.5 32.0 27.0 16d box(31/2"x 0.135") 12"o.c.each edge face nail 5-8d box(21/2"x 0.113");or 8d box(2112"x 0.113") 4"o.c.toe nail 11 Continuous header to stud toe nail 10 4.5 4.5 2.5 2.5 4-8d common(2 1/2"x 0.131"); or 22 Rim joist,band joist or blocking to sill or 8d common(2112"x 0.131");or 4-1 Od box(3"x 0.128") top plate(roof applications also) 1 Od box(3"x 0.128");or 6"o.c.toe nail 20 b.5 8.5 5.0 4.0 3"x 0.131"nails � ' 30 12.0 12.0 7.0 6.0 12 To late to to late 16d common(3 1/2"x 0.162") 16"o.c.face nail Top P p P 3-8d box (21/2"x 0.113");or ;.:; 40 15.5 15.5 9.0 7.5 2ND FL 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail 3"x 0.131"nails 3-10d box(3"x 0.128");or 50 19.5 Iq.5 I I.O 9.5 60 23.0 23.0 13.0 11.0 Double top plate splice for SDCs A-D2 with 8-16d common(31/2"x 0.162");or 2 staples,1"crown,16 ga.,13/4"long seismic braced wall line spacing<25' 12-16d box(3 112"x 0.135");or face nail on each side of end joint 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 3-16d box 3112"x 0.135" ;or Blind and face nail 10 b.5 &.5 5.0 4.5 z 13 12 3"x 0.131"nails side of end joint 24 2"subfloor to joist or girder ( ) O joint) 2-16d common 31/2"x 0.162" Double top plate splice SDCs DO,D1,or D2; ( ) 5130 20 I6.0 I6.0 q.5 8.0 �L) and braced waft line spacing>25' 12-16d(3/12 x 0135") 30 23.0 23.0 13.5 11.5 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or At each bearing,face nail 40 30.0 30.0 17.5 15.0 15T FL W 2-16d common(3 112"x 0.162") 50 37.0 37.0 21.5 Ib.O 60 44.0 44.0 25.0 21.5 3-16d common (3112"x 0.162") SEAL 26 Band or rim joist to joist 4-1 Od box(3"x 0.128");or End nail E D A R� 4-3"x 0.131"nails;or IO NP 13.0 7.5 6.5 4-3"x 14 ga.staples,7/16"crown 20 NP 24.0 13.5 11.5 20d common(4"x 0.192");or Nail each layer as follows:32"o.c. 30 NP 34.5 115 17.0 v �` at top and bottom and staggered. 40 NP 44.5 25.5 22.0 1 Od box(3"x 0.128");or 24"o.c.face nail at top and bottomi, 50 NP 55.0 31.5 26.5 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides layers And: 60 NP 65.0 37,5 31.5 Q7 2-20d common(4"x 0.192");or Face nail at ends and at each 0 2 g q 6 6 �O 3-1 Od box(3"x 0.128");or splice �1 F N 3-3"x 0.131"nails E 4-16d box (31/2"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3112"x 0.162");or At each joist or rafter,face nail 4-1 Od box(3"x 0.128");or 4-3"x 0.131"nails 2015 IRC 29 Bridging to joist 2-1 Od(3"x 0.128") Each end,toe nail INTERNATIONAL RESIDENTIAL CODE 00 COCO TABLE R602.3(3) N 00 It 00 REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c � o M Cl) CDro FIGURE R602.10.6.2 MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN NOMINAL PANEL NAIL SPACING WIND SPEED V ult METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS STRUCTURAL PANEL MAXIMUM WALL (mph) PENETRATION PANEL SPAN THICKNESS STUD SPACING wind exposure category SIZE RATING (INCHES) EDGES FIELD (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES TWO BRACED WALL PANELS 6d COMMONLO(2.0"x 0.113") 1.5 24/0 1/2" 16 6 12 140 115 110 r` } Y 8d COMMON 16 6 12 170 140 135 Q EXTENT OF HEADER WITH SINGLE PORTAL FRAME 1.75 24/16 7/16" O (ONE BRACED WALL PANEL) (2.5"x 0.131") 24 6 12 140 115 110 tY M 1 Y W = W W Z 2'-18'FINISHED WIDTH OF OPENING FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. 0Y Z W FOR SINGLE OR DOUBLE PORTAL A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with U U) panel strength axis perpendicular to supports. >- Z TENSION STRAP PER W -� FASTEN KING STUD TO HEADER 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 : O _ TABLE 602.10.6.4 accordance with Section R602.10. O 2 Z PON WALL o (ON OPPOSITE SIDE WITH 6 16D SINKERS C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating Plywood siding rated 16 o.c. U ~ LLI W o OF SHEATHING LO O LO Z HEI HT o or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall 16 and Plywood siding 16 o.c.shall be used with studs spaced not M p N Z more than 16 inches on center. rn U) Q o/ o o MIN.1"'x 11 1"NETHEADERSTEEL}iEADER PROHIBITED%/% / / 0///O/,//C),//o0 • 6/�o- o a %'i %i„ F�,SPACER IS USED,PLACE ON BACKSIDE OF HEADER j/j // ; o /i� IF NEEDED,PANEL 2015 IRC • FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SHALL ti COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCCUR OVER AND BE FASTEN TOP PLATE TO HEADER WITH INTERNATIONAL RESIDENTIAL CODE O L0 PATTERN AS SHOWN NAILED TO COMMON DTWO ROWS OF 16)SINKER NAILS z r- = BLOCKING WITHIN THE AT 3"Q.C.TYP. TABLE R602.10.4 m0 � Q HEADER TO JACK-STUD STRAP PER TABLE MIDDLE 24"OF THE BRACING METHODS u R602.10.6.4 ON BOTH SIDES OF OPENING PORTAL LEG-HEIGHT. F OPPOSITE SIDE OF SHEATHING ONE ROW OF 3"O.C. Continuous Sheathing Method J o = NAILING IS REQUIRE W IN EACH PANEL EDGE. CONNECTION CRITERIA 2i 0 MIN.DOUBLE 2"x a" FRAMING COVERED WITH MIN. Z" METHOD MATERIAL MINIMUM THICKNESS FIGURE 0 E- 0 0 16"THICK WOOD STRUCTURAL PANEL SHEATHING WITH MIN.16WOOD STRUCTURAL _ MIN.DOUBLE 2 X 4 POST PANEL SHEATHING Fasteners Spacing = (� 8D COMMON OR GALVANIZED BOX NAILS AT 3"O.C.IN KING AND JACK STUD) TYPICAL PORTA ( ) ( > W II ALL FRAMING STUDS AND SILLS AS SHOWN TYP. NUMBER OF JACK STUDS FRAME CONSTRUCTION 0 Exterior sheathing per 6"edges 12"field W z Q PER TABLE R602.7(1)&(2) CS-WSP Table R602.3(3) Z ~ CI 0 MIN.LENGTH OF PANEL PER TABLE R602.10.5 �� z Continuously sheathed 1/2 W 0 CO • NIN.(2) 'DIAMETER ANCHOR BOLTS INSTALLED wood structural panel Interior sheathing per Varies by fastener U) (� Q p t" Table R602.3(1)or R602.3(2) 0 F- • FER SECTION R403.1.6 WITH 2"x 2"x 16"PLATE WASHER INTERMITTENT BRACED ' * �`�` ~ 0 U 00 • U W Z WALL PANEL REQUIRED W 0 Z - = r = WI N ADJACENT OPENING ODct U I-- r = J U LLI F- FOR SINGLE PORTAL FRAME �^ J ) ��J o o Q o . DWG NO 0 0 0 c o c n_ -moo 0 0 = o o _ c� - `� / `� { ANCHOR BOLTS PER �� 1` � � / �� /. ��l SECTION R403.1 6 i FRONT d - ELEVATION SECTION l 2 Bid @ 6"oc toed in L along braced wall roof Sheathin Attachment Re uirements for Wind g �, RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Loads Dead Load Assumptions: Roof Assembly DL= 10 psf - exposure S TOP PLATE 6" Three (mph) bust Wlnd 010 100 110 120 130 THREESECOND (mP) WIND speed(mph) 90 100 110 130 90 100 110 130 o STRUCTURAL SHEATHING 8d COMMON NAILS ROOF PITCH ROW in Numbeacher of Bd Yomx 20 gage strapmon Nails or d Box Nails. Required Capacity of Ridge Connection (plf) 1,2,3,4 @ 6"O.C. ON EDGES (I II II E F E F E F E F E F ONLY - Rafter/Truss Spacing Maximum Nall Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 1/2" MIN. STRUCTURAL TOP PLATE �r in Sheathing Locatton� (Inches,o.c) or 10d Box Nails (Inches,B.c) 16 2 2 2 4 126 178 235 298 WOOD PANEL = 8d COMMON NAILS 12 3:12 24 2 3 3 5 189 267 353 447 b 12 6 12 6 12 6 12 6 12 @ 12"O.C.ON 6+ AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION o 32 3 3 4 7 252 356 471 597 28 2 3 4 6 220 311 412 522 FIELD ONLY Interior Zone 16 6 12 6 12 6 12 6 l2 6 12 36 3 4 5 7 283 400 529 1 671 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 101.2 6 12 6 12 6 12 6 6 6 12 12 1 1 2 2 79 111 145 183 FOR CLOF EA.PLATE TO PLATFORM BELOW!- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 24 6 12 6 12 6 12 6 b 6 6 20 2 2 2 4 132 184 242 305 16 d COMMON NAILS @ 16"O.C. W/ 5/ "DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG g SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12 b 12' 6 12' 28 2 3 3 5 185 258 338 427 '• •e4 OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 Perimeter I6 6 12 6 12' 6 12' 6 6 6 6 12 1 1 1 2 6 2 332 114 144 SILL PLATE e LENGHT OF BRACED WALL PANEL Edge Zone 435 549 MIN.. USE SIMPSON SET EPDXY-TIE ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE 101.2 6 12' b 12' 6 6 6 6 68 6 16 1 1 2 2 83 115 152 192 • A • ' TO SECURE ANCHOR, DRILL 3/4" z e " s " 20 1 2 2 3 103 144 190 239 3-16d@16"oc DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12 6 6 6 6 6 6 6 b 24 2 2 2 3 124 173 228 287 along braced wall MANUFACTURER'S INSTRUCTIONS. sable Endwall Rake or Rake, Truss w/Lookout 6° 6 6" 6 6• e 4 4 4 4 28 2 2 3 4 144 202 265 335 BRACED WALL PANEL CONNECTION 32 2 2 3 4 165 231 303 383 elock 36 2 3 3 5 186 260 341 431 Sable Endwall Rake or Rake Truss w/o Rake ov&+=96 6 6 6 6 6 6 6 e e 121 1 1 2 57 79 103 130 TO PERPENDICULAR RAFTER. 16 1 1 2 2 76 106 138 173 END SHEARWALL SLAB ON GRADE BOARD SHEATHING 20 1 2 2 3 5 132 172 26 Rafter/Truss Spacing Minimum Number of 8d Common Nails 6:12 24 1 2 2 3 1115 158 207 260 Sheathing Size (Inches,o.c) or IOd Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 Ixb or 1x8 Sheathing 12-101.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 IxlO or Larger Sheathing 12-101.2 3 3 3 3 3 12 1 1 1 57 75 9716 1 1 2 (,2) 75 100 130 162 L L 20 1 2 2 3 94 125 162 7:12-12:12 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 E-NAIL SPACING AT PANEL EDGES(in.) 32 2 2 3 4 151 200 259 324 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 8d 6"oc toed in I. Tabulated connection requirements shall be permitted to be multiplied 0.70 for framing not a ong braced wall q p p by g 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET located within S feet of building corners. GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads assume a bulding located In Exposure 13. REQUIREMENTS SHALL BE USED. CLG JTS � 3. Tabulated connection requirements are based On total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load(0.bxlOpsf). 8d 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL TOP PLATE @ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): -along braced wall 4. Tabulated connection re uirements are based on a 12 " ride stra s actin for different rid e SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. q g p p g' g 6 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS strap spacings,multiply the tabulated values by the appropriate multiplier below. CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Ridge. Connection acin (In) 12 lb 19.2 24 48 1/2"MIN.STRUCTURAL FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL g g 8d COMMON NAILS L L SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier I.00 1.33 I.60 2.00 4.00 WOOD PANEL TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 5. When the tabulated number of nailrequired In each end of the strap equal to I and the framing @ 6"O.C.ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS nums re cl P is e q g 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Is attached In accordance with Table 3.1,the ridge strap and additional nailing Is not required. ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used In lieu of a ridge strap, the number of 10d nails required in each end of 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of Sd nails in a steel strap,or the number = 8d COMMON NAILS o of 12d box nails In each end of the collar tie need not exceed the toulated number of 10d box 3-16d@16"oc @ 12"O.C. ON 8d COMMON NAILS nails in a steel strap. along braced wall FIELD ONLY @ 12"O.C. ON 1. 1-%4 20 gage ridge strap shall be of A5TM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5/8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BFLOW- ROD)ANCHOR, EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B cn d COMMON NAILS @ 16"O.C. @ 6"O.C.ON EDGES WALL-TO-WALLZ (ROOF-TO-WALL, , WALL-TO-FOUNDATION) CORNER HOLD - DOWN DETAILS OF ANCHOR IN CONCRETE IS 10" 3-16d 16"oc ONLY p FLOOR JOIST along braced wall Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf MIN.. USE SIMPSON SET EPDXY-TIE HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. w SILL PLATE TO SECURE ANCHOR, DRILL 3 along braced wall (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS: THREESECONDGUST WIND g 100 110 120 130 ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L �ANiNcsRAawc RoorsRAN Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR 2-16d COMMON SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. (In 00 in each end of 1-Yi x 20 gage strap 1,2,3,4 POURED CONCRETE/ NAILS @ 6' O.C. �?,ED ARO "SIMPSON"PH! ' FOR FULL LENGTH MASONRY TOP PLATE 16 1 2 2 3 FOUNDATION 6 20 2 2 2 3 °° OF STUD 0 8d COMMON NAILS 12 24 2 2 3 3 9 @12"O.C. ON 28 2 2 3 4 1/2"MIN. STRUCTURAL FIELD ONLY 32 2 3 3 4 i r END SHEARWALL ON FOUNDATION WOOD PANEL 36 2 3 3 8d COMMON NAILS 12 2 2 2 ��/ALL @ 6"O.C. ON EDGES 16 2 2 3 T y 20 2 2 3 4 II F OF NEW _ ONLY 16 24 2 3 3 4 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 °° 12 2 2 3 3 ° OF . „_• AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 ° L M J (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ °° 00 °p 19.2 24 2 3 4 5 ENDWALL CO t TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 N 00 32 3 4 5 6 Nr 00 SILL PLATE L L c�I e,0 PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR ' ANCHOR BOLTS co 8d @ 6"oc toed in � � 16 2 3 4 5 alongbraced wall 12 2 3 3 4 "SIMPSON"PHD6 co 20 3 3 4 5 /C LG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 TOP PLATE FOUNDATION NOTE: 32 3 5 6 7 ALL STRAPPING,ANCHORS, HOLD 0 6 36 4 5 6 8 DOWNS,&ADHESIVES TO BE LO 2 STORY BRACED WALL PANEL INSTALLED AS PER 1. Prescriptive limits are based on assumptions of Table 3.4 2. Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS Y located in Exposure B. Q 3. Tabulated uplift connection requirements assume a roof and DETAIL O = ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a j//j/ 0) ceiling assembly is not present or If the ceiling assembly is not Y W Wall Sheathinq and Gladdinc Attachment Recuirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. w � = Z shall be increased by 1 nail at each end of the strap. Cr_ W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @16"O.C. for Wind Loads - Exposure Z (n (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap. U U) W _j Z FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three second bust Wind 010 100 110 120 I C0 _ FOR C OF EA.PLATE TO PLATFORM ABOVE& C OF EA.PL TE TO Z 8d 6"oc toed in L @ eed( Q W W along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. RUC :D 0 STRUCTURAL SHEATHING MO U-) Z cli FLOOR JOIST J E F E F E F � � �- SIMPSON HOLDDOWN W/ 5/ "DIAM. F E F E "SIMPSON"HDQ8 OR 2-16d COMMON 8 Stud Spacing Maximum Nall Spacing for 8d mm " Coon Nalls NAILS 6"O.C. ATR(ALL THREADED ROD) Sheathing Location (Inches,o.oJ or 10d Box Nails (Inches,ox.) ' SIMPSON"PHD6 @ 6 SEE THIS SHEET FOR DETAIL o t FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS ° OF STUD ° ti @ 6"O.C.ON EDGES Interior Zone I6 6 12 6 12 6 12 6 12 b 12 ° Z T_ O lf") 1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 12' °° m0 WOOD PANEL 8d COMMON NAILS J = 12 6 12 6 12 6 12 6 12 6 12 @ 12"O.C.ON J FIELD ONLY 4" EDGE ZONE O I I 0 _ I6 6 12 6 12 6 12 6 12 6 12 a, I a ° 3 16d@16"oc SIMPSON HOLDDOWN W/ 58 "DIAM. 24 6 12 6 12 6 12 6 12' 6 12' along braced wall a J > F_ O O = U ATR(ALL THREADED ROD) w W Z ANCHOR, EMBEDMENT LENGTH OF LU � Z <I j ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING FLOOR JOIST- Rafter/Truss Spacing a Z 0 USE SIMPSON SET EPDXY TIE HIGH Sheathing Size Minimum Number of 8d Common Nails or 1 Od 0 Z (inches,o.c.) Box Nails per Support W O STRENGTH EPDXY ADHESIVE TO NOTE: U W 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 ALL STRAPPING ANCHORS, 718" THREADED ROD EMBEDDED 12112" SILL PLATE SECURE ANCHOR, DRILL /4"DIAM. INTO CONCRETE W/"SIMPSON"ET(HIGH O c 00 ANCHOR BOLTS HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS v d w Z MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH O z _ = w E-Nail spacing at panel edges(in.) O w J U W W N MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) J F-Nail spacing at intermediate supports in the panel field(in.) tr Q POURED CONCRETE/ 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment v Q ~ o MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced to 6 inches O.C. O DETAIL / 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 2 STORY END WALL SHEARWALL p 9 g p -- - 12 TABLE R507.6 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK JOIST SPAN LESS THAN OR EQUAL TO SPECIES SIZE (FEET) TABLE R507.4 6 8 10 12 14 16 18 MAXIMUM JOIST SPACING 2 -2X6 6 - 11 5- 11 5-4 4- 10 4-6 4 -3 4 - 0 DECK POST SIZE MAXIMUM HEIGHT 2 -2X8 8-9 7 -7 6- 9 6-2 5 -9 5-4 5 -0 4 X 4 8 FEET 2 -2X10 10 -4 9 - 0 8 - 0 7-4 6 -9 6 -4 6-0 2 -2X12 12 -2 10 -7 9- 5 8-7 8 -0 7-6 7-0 4 X 6 8FEET 3 -2X6 8 -2 7 -5 6-8 6- 1 5 -8 5 -3 5 -0 SOUTHERN PINE 6 X 6 14 FEET 3 -2X8 10- 10 9 -6 8 -6 7-9 7 -2 6 -8 6 -4 3-2X10 13 -0 11 - 3 10 -0 9 -2 8 -6 7- 11 7 -6 3-2X12 15 -3 13 -3 11 - 10 10-9 10 - 0 9-4 8 - 10 3X6 OR 2-2X6 5 - 5 4 -8 4 -2 3 - 10 3 -6 3- 1 2 -9 TABLE R507.2.1 3X8 OR 2-2X8 6 - 10 5 - 11 5 -4 4 - 10 4 -6 4 - 1 3-8 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3X10 OR2-2X10 8 -4 7 -3 6 -6 5 - 11 5 -6 5 - 1 4 - 8 3X12 OR 2-2X12 9 -8 8 -5 7 -6 6 - 10 6 -4 5- 11 5 -7 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DOUGLAS FIR-LARCH, 4 X 6 6 - 5 5 -6 4 - 11 4 -6 4 -2 3- 11 3-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING HEM-FIR, 4X8 8 -5 7-3 6-6 5 - 11 5 -6 5-2 4 - 10 SPRUCE-PINE-FIR, LEDGER 2INCHES 3/4 INCH 2INCHES 15/8 INCHES REDWOOD, 4X10 9 - 11 8 -7 7-8 7 -0 6 -6 6 - 1 5-8 WESTERN CEDAR;, 4 X 12 11 -5 9 - 11 8 - 10 8 - 1 7-6 7 -0 6 -7 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES PONDEROSA PINE RED PINE 3-2X6 7 -4 6 - 8 6 -0 5 -6 5 - 1 4 - 9 4 -6 3-2X8 9 - 8 8 -6 7-7 6 - 11 6 - 5 6 - 0 5-8 3-2X10 12 - 0 10 - 5 9 -4 8 -6 7 - 10 7-4 6- 11 3 -2X12 13 - 11 12 - 1 10 -9 9 - 10 9- 1 8-6 8- 1 TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) JOIST SPAN CONNECTION DETAILS 6' AND LESS 6'-1"TO 8' 6-1"T010' 10'-1"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16'-1"T018' ON-CENTER SPACING OF FASTENERS z 0 T 1/2 INCH DIAMETER LAG SCREW W/1/2 INCH 30 23 18 15 13 11 10 LU of MAXIMUM SHEATING SEAL �, � DARC 112 INCH DIAMETER BOLT W/ 1/2 INCH \_N 36 36 34 29 24 21 19 �, MAXIMUM SHEATING p cP 112 INCH DIAMETER BOLT W/ 1 INCH 36 36 29 24 21 18 160 2 9 4 MAXIMUM SHEATING 9TF 0 F Q` yob N � 00 CO r M TABLE R507.5 N o I. 00 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) N 00 co co CD CD SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER 'SPECIES SIZE (INCHES) (INCHES) 12 16 24 12 16 24 2X6 9 - 11 9-0 7-7 6-8 6 - 8 6-8 Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES 2X8 13 - 1 11 - 10 9 -8 10 - 1 10 - 1 9 -8 SOUTHERN PINE PLUMBING FIXTURE � O � 2 X 10 16-2 14 -0 11 -5 14 -6 14 -0 11 -5 (MIN.IN E) = BATHTUB (with or without W w 2X12 18 -0 16-6 13 -6 18 -0 16 -6 13 -6 z shower head and/or 1 1/2 LU > W 2X6 9-6 8-8 7-2 6-3 6 -3 6 -3 whirl ool attachments U z U) Bidet 1 1/4 p z j DOUGLAS FIR-LARCH, 2X8 12 -6 11 - 1 9- 1 9 -5 9 - 5 9 - 1 � o HEM-FIR Clothes with standpipe 2 o = u z SPRUCE-PINE-FIR , 2 X 10 15 - 8 13-7 11 - 1 13-7 13 -7 11 - 1 Dishwasher(on separate trap) 1 1/2 D 0 M 0 N Z 67 r 2X12 18-0 15-9 12 - 10 18-0 15 -9 12 - 10 Floor drain 2 U) —1 Kitchen sink(one or two 2 X 6 8 - 10 8-0 7 - 0 5-7 5 - 7 5 -7 traps, with or without REDWOOD, dishwasher and food waste 1 1/2 WESTERN CEDARS, 2 X 8 11 -8 10-7 8 - 8 8-6 8 -6 8-6 disposer) Laundry tub LO PONDEROSA PINE, 2 X 10 14 - 11 13 -0 10 -7 12 -3 12 -3 10-7 one or more compartments) 1 1/2 Sec. P3103.1 - Roof Extensions m RED PINE Lavatory 1 1/4 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated O 2 X12 17-5 15 - 1 12 -4 16 -5 15 - 1 12 -4 snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, U Shower (based on the total observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than J flow rate through 7'-0" above the roof. J showerheads and bodysprays) Sec. P3103.2 - Frost Closure W Z d. Flow rate: Where 95`o value for outside design temperature is 0 degrees F or less, vent extension through a roof or O ::) more and less 1 1/2 wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not F— O O1 TABLE R507.4 more than 5.7gpm up to 12.3gpm 2 less than 1 foot inside the thermal envelope of the building. = U 0 more than 12.3gpm up to 25.89pm 3 > D MAXIMUM JOIST SPACING more than 25.8gpm up to 55.6gpm 4 > O w _ W F_ Z Z (n (D MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING 0 Z W NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST PLUMBING O O W 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. U 0 O w00 - 11/4-INCH-THICK WOOD 16 INCHES 12 INCHES 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CASTIRON.. w F ('� L 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, p w ALL SOLDER SHALL BE LEAD FREE. J J W Q CV 2-INCH-THINCK WOOD 24 INCHES 16 INCHES 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. U Q ~ �) 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., DWG NO IN ACCORDANCE W/ IN ACCORDANCE W/ STATE BUILDING AND ENERGY CODE. % PLASTIC COMPOSITE SECTION R507.3 SECTION R507.3 9 1/2 STAGGER FASTENERS IN 2 ROWS FIGURE R507.2.3(1) FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS FIGURE R602.10.8(1) LAG SCREW OR BOLT 'DISTANCE SHALL BE PERMITTED TO BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IS Z REDUCED TO THAT OF LAG SCREWS 'NOTE:THIS DETAIL IS APPLICAPABLE I" Z TO ATTACH 2X8 LEDGERS TO 2X8 WHERE FLOOR JOISTS ARE SHEATING = PARALLEL TO DECK JOISTS. SIDING �1�- BAND JOISTS. LEDGER 5.5"MIN FOR 2X8 FLASING FOR WATER TIGHTNESS 6.5"MIN FOR 2X10 FOR SI:1 INCH=25.4 MM FLOOR SHEATING NAILING AT - CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING 7.5"MIN FOR 2X12 6"MAXIMUM ON CENTER TO HOLD DOWN OR DECKING OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG JOIST WITH HOLD DOWN OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS BRACED WALL PANEL BRACED WALL PANEL IN ACCORDANCE WITH TABLE R507.2 8d @ 6"O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT FLOOR JOIST APPROVED JOIST HANGERS BRACED WALL PANEL EACH BLOCKING MEMBER HOLD-DOWN DEVICE MIN.750 LB.CAPACITY BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL FLOOR JOI:iT DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH END OF THE LEDGER.HOLD-DOWN DEVICES 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH SHALL FULLY ENGAGE DECK JOIST PER BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER HOLD-DOWN MANUFACTURER. � 2-16d NAILS EACH SIDE A FULLY THREADED 3/8"DIAMETER LAG CONTINUOUS RIM ADDITIONAL FRAMING SCREW PREDRILLED WITH MIN.3"PENETRATION OR END JOIST MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL FOR SI:1 INCH=25.4 MM FOR SI:1 INCH=25.4 MM Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103. 1 - Rocf Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside desicn temperature is 0 degrees F or less, vent extension through a roof or whirl ool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BAFRIERS AS PER SEC. R905.1.2 Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Dishwasher (on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR traps, with or without WALL LINE. dishwasher and food waste 1 1/2 disposer) SHEATHING Laundry tub 1 1/2 one or more compartments)AIR SHIELD Lavatory 1 1/4 LIQUID FLASHING ower ase on e total NOTE: Z Z flow rate through PROVIDE SMOKE DETECTORS& o showerheads and bod s ra s) Y p Y CARBON MONOXIDE DETECTORS Flow rate: w 5. 7gpm and less 1 1/2 AS PER SEC. R314, 31 5 OF 2015 IRC more than 5.7gpm up to 12.3gpm 2 DETECTORS TO BE HARDWIRED more than 12.3gpm up to 25.8gpm 3 DETECT & INTERCONNECTED. SEAL AIR SHIELD more than 25 .8gpm up to 55. 6gpm 4 D ARCh, NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS L0 SHEATHING JOINT TREATMENT of UL 127 AND SHALL BE INSTALLED AND u' TERMINATED IN ACCORDANCE WITH THE q� 02940' y0� MANUFACTURER' S INSTRUCTIONS AS PER SEC. R1005 F OF NEw ,'I- co CO r CO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N co � co PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION M co C.0 CD THE CONSTRUCTION TYPE DESIGNATION SHALL BE I , 11 , III , IVORV TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE `- UNDER SECTION 602 OF THE BCNYS o SECTION 1265.4 SIGN OR SYMBOL I 6" DIAME ER I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER _ STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST LU r w CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND w } LU z (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED z U) f= ( EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. } o (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, w Z) ( THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER C) U) Z OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR REFLECTIVE RED I ( SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. OU - Lu w PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE Cn 0 u-, o REFLECTIVE WHITE c� (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: rn U :3 AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1",11","III", "IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. ti EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) zo U) C)THE SIGN OR OCCUPANCY OR A CERTIFICATE CAQTEIRED BY THIS OF COMPLIANCE.TSHALL BE THE AUTHORITYXED HAVINIGJURISDICTION SHALLTO THE ISSUANCE OF A CERTIFICATE NOT ISSUE A CERTOIFICATE STONTAINING TRUSS TYPE RUCTURAL COMPONENTS OAS FOLLOWS: PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION mo OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; U ( HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND J (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBCL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. Ld Z AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN :�E O CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. U O 1' /2 ✓< WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE Ur w OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY STROKE ROOF FLOOR W Z U :tOF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT Z 0 MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS CO 0 DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE, V V � Z U)COMPONENTS THAT ARE OF O LU TRUSS TYPE CONSTRUCTION R F 0 U 0 CIO a- I.- W Z FFLOOR FRAMING , INCLUDING o w _ = w GIRDERS AND BEAMS \/ a � Q of RROOF FRAMING F � DWG NO R FLOOR AND ROOF FRAMING ROOF AND FLOOR BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. 1/2 BLOGKIN5 0 COKALL GENERAL r-A5TENINe 5GHE:%LE RESIDENTIAL CODE OF NEW YORK STATE RIDGE-PLATFORM FRAMING ONLY TABLE R301.7 R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR 7 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI STRUCTURAL MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN1801.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC EXTERIOR BALCONIES 60 psf 10 psf RAFTERS MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); DECKS 40 psf 10 psf INTERIOR WALLS AND PARITIONS W 80 PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN FLOORS AND PLASTERED CEILINGS L/360 BLOCKING 2 BAYS ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 BACK @ 4'-0"O.C. ATTICS WITH STORAGE(ROOF BELOPV3 PITCH) 20 psf 10 psf EXTERIOR WALLS WITH PLASTER OR H/360 STUCCO FINISH ROOMS OTHER THAN SLEEPING ROCMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITq Q SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES L/240 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITI� SECOND FLOOR 0 STAIRS Z FLEXIBLE FINISHES L/120 �� uJ GUARDRAILS AND HANDRAILS 200 psf 10 psf BABE ROOF LOADING(LIVE=GROUND SNOW LOAD 12 ps F R NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. BLOCKING 2 BAYS ADJUSTMENTSAS PER TABLE R301.5OF THE 45psf ATTIC 15 psf FOR BACK @ 4'-0"O.C. RESIDENTIAL CODE OF NEW YORK SPATE) CATH a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7A ® INTERIOR ZONE TIMES THE COMPONENTAND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. ® PERIMETER ZONE NOTE: — GABLE WALL FIRST FLOOR 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @ 4'4"O.C. a. EGRESS WINDOW WELL DETAILS EGRESS WELL NOTES: THE AREA SHALL BE EXCAVATED DOWN TO TOP OF EXISTING HOUSE FOOTING. THIS HAS BEEN DESIGNED TO DRAIN EGRESS NOTES: DIRECTLY INTO A FREE-DRAINING ROCK BED. WINDOW WELL MIN.HORIZONTAL PROJECTION SHALL BE 36". WINDOWS: T-8" 3 ALL GRATES SHALL BE REMOVABLE HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. 1.WINDOW SILL HEIGHT SHALL BE NO GREATER THAT 44". U)ALL BACKFILL BENEATH THE WELL SHALL BE OF 4' WITHOUT SPECIAL TOOLS. 2.MINIMUM OPENING AREA SHALL BE MIN.5.7 S.F. Z FREE DRAINING ROCK TO OBTAIN THE MAXIMUM DRAINAGE I —— VOLUME 3.MIN.OPENING HEIGHT SHALL BE 24" Cn r 4.MINIMUM OPENING WIDTH SHALL BE 20" > PROVIDE ALL PEA GRAVEL WINDOW WELLS: W r 1.HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. p BACKFILL AROUND WELL AND v p Z DRAIN AS PER MANUFACTURER'S 2.MIN,HORIZONTAL PROJECTION SHALL BE 36" 8" o =z SPECIFICATIONS. ___ GRADE LADDERS: SEAL EGRESS WINDOW c� 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". w z MIN.OPENING HEIGHT SHALL BE 24".MINIMUM 2.LADDER MAY ENCROACH MAX.6"INTO WELL. FZE A �r WELL 9 S.F. MIN. 07 2N F_. _ N I J w en OPENING AREA SHALL BE MIN.5.7 S.F. 8"CONC.WALL W/8"X 16" 3.DISTANCE BETWEEN RUNGS MAX.18". 5 / AS PER CODE �_W X PROVIDE PRE-FAB FIBERGLASS EGRESS �� Te I N w MINIMUM OPENING WIDTH SHALL BE 20" CONC.FOOTING 4.RUNGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3",MAX 6"FROM WALL. EGRESS LADDER w w I z WELL&COVER BY WELLCRAFT. n w 0 m GRATES: U z FOLLOW MANUFACTURER'S RECOMMENDATIONS , I �w g m�p 1.ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS.Z O FOR INSTALLATION AND DRAINAGE PROCEDURES — u� IME 8" CONC. WALL W/8"X 16" co I CONFORM TO SECTION R310 6 CONIC. FOOTING I I 3'-3" OF THE RESIDENTIAL CODE WINDOW SILL HEIGHT SHALL LADDERS: 9� 0 2 9 4 6 JO OF NY STATE,FOR EMERGENCY BE NO GREATER THAT 44". 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". F 0 F NEW DRAIN TO DRYWELL I I ESCAPE AND RESCUE OPERATIONS, 2.LADDER MAY ENCROACH MAX.6"INTO WELL. 3.DISTANCE BETWEEN RUNGS MAX.18". 4.RUNGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3",MAX 6"FROM WALL. WINDOW WELL PLAN 000 � M L cY) I• Ll300 L/3 N o0 I I M M T (D (.0T MAX. I NO NOTCHES D/6 I D PERMITTED VD/6 MAX. LO TABLE R301.2.1.2 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE NOTE FLOOR JOIST CENTER CUT FOR WOOD STRUCTURAL PANELS a b,�,d ALL STAIRS, HANDRAILS& D/4 MAX. Q O RAILINGS SHALL COMPLY I _� VW RCNYS SEC. R-311 L T D w = Z TOP PLATES T � z U ~ FASTENER 5PAGIN6 ONGHE5P v E U) FASTENER 4 FEET< 6 FEET< / D/3 MAX. W p IY PE < 4 FEET PANEL SPAN PANEL SPAN PANEL 5PAN / � O =) _ <(9 FEET < & FEET BORED HOLE MAX. O U) Z DIA.40 PERCENT Z OF STUD DEPTH M O � Z No. 5 WOOD 5GREW BASED MAX.D FROM °' U) J ANCHOR WITH 2-INCH 16 10 8 W SUPPORT FLOOR JOIST-END CUTS EMBEDMENT LENGTH z No. IO WOOD 5GREW BA5E 5/8"MIN.TO EDGE z J HARDWOOD OR STEEL HANDRAIL 5/8"MIN.TO EDGE D O L{� ANCHOR I WITH 2-INCH 16 12 C{ U W/1 1/2'MIN. FINGER CLR.AND NOT - T EMBEDh1ENT LENGTH J/4 -INGH LAG SLEW BASED ao p TO PROJECT MORE THAN 4.5" NOTCH MUST NOT cm O FROM THE WALL. EXCEED 25%OF DI3 MAX. Om ANCHOR WITH 2-INGH 16 16 16 Q � STUD DEPTH U `- EMBEDMENT LENGTH BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% J LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE W Z SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO 4 RAFTER CEILING JOISTS .2 O STUD SECCESSIVE STUDS ARE DOUBLED a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. AND SO BORED 01— 0 b.Fasteners shall be installed at opposite erds of the wood structural panel. a WOOD STRINGER, _ U c.Nails shall be 10d common or 12d box nails. M TREADS,&RISERS 0I I - d.Where screws are attached to masonry oimasonry/stucco,they shall be D/3 MAX. wWU attached utilizing vibration-resistant ancho's having a minimum ultimate NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Z �— Z withdrawal capacity of 490 pounds. to 0 cn r 1 1/4"NOSING DRILLING AND NOTCHING DETAIL LU z CHAPTER 3 BUILDING PLANNING W O W OF STUDS 2 IN.MIN.FROM TOP U 0 SECTION R301 DESIGN CRITERIA **MINIMUM WIDTH OF STAIRS TO BE 3'-0" AND BOTTOM OF JOIST OO U 00 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN PIPE OR CONDUIT U W � Z LLJ OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. O Z = = w 0-)STAIR DETAIL D(ACTUAL DEPTH) O w PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE � � .15J U W F- N PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL U Q 0 BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE N.T.S. CUTTING DRILLING AND NOTCHING DETAIL WITH THE PROVISIONS OF THE 2015 I.R C. lDWG No OF JOISTS X11 12 1 Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3/z") above must stack over wall below at 12"on-center ( ) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3Yz") Blocking panel: 17/"TJ®Rim Board, (must stack over wall below when present) R ' ALLOWABLE HOLES - TJ 1® Joists Plate nail, 16d (0.135"x 3 Y2') When sheathing thickness exceeds%a", at 16"on center at 16"on-center 2x_stud wall at Floor panel nail- %"or 1Y2"TimberStrand®LSL or No load bearing Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center g 1 ,� ® 1 Web stiffener 1 TJI®joist. wall above Min.distance from Table A Min distance from Table B 1/z hole may be cut TJ Rim Board, 1/4'or Plate nail-16d(0.135"x 3/z'") Blocking panel: anywhere in web out- 1Y2"TimberStrand®LSL or required on both * Web stiffeners required on 2x4 minimum Web stiffeners 1Y8"TJ®Rim Board, DO NOT side of hatched zone at 16"on-center cut or notch flange. TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or 1/211 TimberStrand®LSL Floor panel nail- ®. 8d(0.131"x 2Yz")at 6"on-center" boundary nails, „ at B3W ONLY or TJ I"joist 8d(0.131"x2Y2") 1Y4'or1y" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® Y,6" Web stiffeners 6" O t�/ 6" I'I LSL rim board. required on both nail I; each side at A3._W sides of both joist L, 2 x D, D, Closely grouped round L 2 x L D Toe nail, I Toe nail, 61 BIW ens ut minim cut• ., Toenail-10d(0.131" � 8' ° 6 � holes are permitted if z z z Hole 6" 6" • � 1Y8'TJ®Rim Board, When sheathing ' d at 64W ONLY No/ieldc minimum P um Nohetdc Do not cut 10d 0.131 x 3" 10d 0.131 x 3" I I '' /8", 12" x 3" at 6"on-center ( ) ( ) (A3.1/A3.1 W on thickness exceeds Web stiffeners required DON T holes in (applies to all holes the group perimeter sin holes larger at 6"on-center at 6' on-center 1Ya"or 1 Yz"TimberStrand®LSL. trim sheathing tongue min. End of joists at cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1'/z"in on both sides atB1 W centerline zones round or square holes. zones cantilever TJI®rim joist at rim board reinforcement. and B2W ONLY of support Web stiffener Toe nail-10d(0.131"x 3") pp t required on both Must have 1%"minimum Install proper blocking to Blocking panels may be required Table A - End Support at 6"on-center"` p P 9 9 P Y q sides at Al W ONLY joist bearingat ends.Attach * support all panel edges 62 B2W Blockingpanels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W'1r A2 A2W'� im joist per A3 detail. A3 A3.1 A3.2 A3.3 PP P g walls above or below-see detail B1 B3 B3W below-see detail B1 B4 64W JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 'For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 A3.3 For additional installation specifications see Rim Board A3.4 A3.4 * DEPTH 2" 3" 4" 5" 6yrr Trr 8%" 11" 13" 2" 3" 4" 5" 6}�Z' 7" 8%" 11" 13" O O O y Nail through 2x_cantilever,wood backer and 110 r-0" r-6" 2'-0" T-0" 6-0" r-0" 1'-6" 2'-6" 3'-6" 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Details and Installation in Weyerhaeuser Installation Guide W 1Ya"TJ®Rim Board or 1Y4"or 1Y"TimberStrand® Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 r-o" r-6° 2'-6" T-0" 5'-6" 1'-0° 2'-0" 2'-6" a'-o" 5'-0" for Floor and Roof Framing, TJ 9001. LSL. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on center,clinched. sYrr ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" top and bottom flange. Nail to blocking panel with Use 16d (0.135"x 3Y2')nails with 3Y2"TJI® 360 r-6" 2'-0" T-0" 4'-0" 6'-0" r-6" 2'-6" T-6" 5'-0° e-s" connections equivalent to floor panel schedule. joist flange widths. 560 r-6" r-s" T-6" 5'-0" T-0" 2'-0" 3'-0" 4'-0" 5'-6" 6-o" 110 t'-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/e'- 1Ye"TJ®Rim Board 1Ya"or 1Yz"TimberStrand® z10 r-o" r-s" z'-o" z'-o" 3'-0" 3'-6" 6'-0" r-o" r-s" r-s" 3'-0" s'-o" 5'-s^ 6'-s" reinforcement and filler 16"deep blocking panels;6"diameter Attach reinforcement to joist 11 e" 230 r-o" r-s" 2'-o" 2'-6" T-0" T-6° 6'-6" r-0" r-o" 2'-6" T-6" 5'-6" 5'-6" T-o" 4'-0"length of 8"diameter maximum hole for 11%"- block. Use 4'-0"length maximum for blocking panels 9/211 LSL. Nail with 10d(0.131"x 3")nails, 1 3/4'reinforcement 16"deep blocking panels;6"diameter with 9Yz"and 11/8'TJ Ie deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 1'-6" z'-0" 3'-0" 3'-6" 4'-6" 5'-0" T-0" r-s" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 8"diameter maximum hole for on one side at E2, " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 r-6° 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" z'-6" 3'-6" 4'-s° 5'-6" T-o" T-6" 8'-0° maximum for blocking panels 9/z ) g ) PP 110 r-o" r-0" r-o" r-0" r-6" T-o" S-0" 5'-6" 1'-0" 1'-0" 1'-s" 2'-0" T-6" 4'-0" 6'-0•' 8'-0" Web stiffeners 11/8'-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. ® with one 8d(0.151"x 2/2') Horizontal blocking uniformly 210 r-o° r-o" r-o" r-6" 2'-0" r-6" T-6" 6'-0" r-o" r-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" kmmimum m above required on both 6"diameter maximum for Do not cut flanges. nail at each corner panels between each 1 1Ye TJ Rim Board 1Ya"or 1Y2' loaded oasts 1a•• 230 r-o" r-o" r-o" r-s" z'-s° 2'-6" a'-o° T-o" r-o" r-o" r-o° 3'-0" 4'-0" 5'-0" T-o° 9'-0" sides at E1 WON LY blocking panels 9/"deep or TimberStrand®LSL. Nail with joist. Nail to top plate with only. 36o r-o^ r-o" r-s^ 2'-6" 3'-6" a'-o° 6-6" 8'-0" r-0" r-6" 2'-6" 4'-0' 6'-0" 6'-6" 8'-0" 9'-6" shorter than 12"long. 3/4" 560 r-0" r-o" z'-0" T-0" 4'-6" 5'-0" s'-6" 9'-0" r-s" T-0" 4'-0" 5'-0" T-o" T-s" 9'-0" 10'-o" 1 ® 10d(0.131"x 3")nails,one 12"length of connections equivalent to Wood �Yi6 - Do not cut flanges. 1/8"TJ Rim Board or 14'or 17/" each at top and bottom flange. reinforcement on floor panel schedule. backer �ae� or110 1'-0^ r-o" t'-0" r-o^ r-o^ r-o" z'-0" T-0° 5'-0^ r-0^ r-o° 1'-0" 1'-6" 3'-0" 3'-0" 5'-6° T-s" to'-0" Timbe Nail with (0131°xt3')aaIs, .e each at 0d : Attach reinforcement to one side at E5, 12"length of Y4 �� c \oaas 16" 230 1'-0° r-0^ 1=0" 1'-0" r-s" 1=s" 3=0" 4'-0" T-0^ 1=0•' 1=0" ao6both sides at E6 top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side a��-�e�r ��to360 r-o" 1- r-o° r-0" 2'-s° z'-s° 4'-6" 6'-6" 9-0° r-0•' 1-0" 1•-61, 3'-0" 5'-0° 5'-s° 9'-0° 10'-0" 1T-6" blockin between at ET both sides at E8 F1 �e� sso r-o" r-o" r-o" T-0" 2'-6" '-0" 5'-0" T-s" 10'-010d(0.148"x 3")nails at 6' 93 " 3 " 3ttach reinforcement on-center,clinched. Use 2 each joist asr' e•• 10•• 1r' 1a/, 1s/, a^ s" 7^ a" 1a• 1z^ 1a/< 1s/<" p" PLess than 5" to joist flange with 2' d` rows with 9Y2"and 11%8' Less than 5" E7 E8 18„ iso r-o° r-o° r-o" z'-o" a'-o" s'-s° 9'6" r-o° 3'-0" 4'-6" 6'-0" 10'-0" 1r-o" 13'-6' squash blocks �l p 8d(0.131"x 2Y2')nails at 6" a��d`' TJI®joists. 560 r-0^ 1'-0" r-o^ 2'-0" a'-s" T-o" 1o'-s" r-o° s'-o° 6'-6" 8'-0" 11'-0" 12'-0" 1Ya" TJ Rim Board or 2 �tn on center.When reinforcing E5 E6 Gap': WEB STIFFENER ATTACHMENT 20„ iso r-o° r-o° r-o° r-o" z'-o" a'-o° T-o" 1o'-o" r-0° r-s° 3'-0" 4'-6" 8'-0" 11'-s° 13'-6" 15'-s" CS Use 2x4 minimums squash blocks to 1/411 or 1Y2'TimberStrand®LSL. Face grain a� A"minimum 560 r-o" r-o" r-0" r-0" 2'-0" a'-6" a'-6" 1r-o" q d` both sides,stagger Halls. transfer load around TUM joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2" TJI®joist flange widths 1.. 2Y4'maximum E1 E1 nails, one each at top and E2 E3 (1Y2"forTJl® Nailing: Table B - Intermediate or Cantilever Support bottom flan e. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support g EXTERIOR DECK ATTACHMENT Option#1: 560, 560D) See table below. TJI®joist blocking with end JOIST • ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingApply subfloot 1 g Web stiffener both sides. DEPTH TJi blocks installed at Y3 joist-span 2" 3" 4" 5" 6'/i' 7" 8%" 11" 13" 2" 3" 4" 5" 6Yi' 7" 8%" 11" 13" adhesive to all See table below. *With point load from above,and no support Flush bearing plate required. Flashing locations using P pp Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install ti ht Maximum Ya"overhan contact surfaces below,install web stiffener tight to top flange 110 2'-0" 2'-6" T-6" a'-6" T-6" 1'-6" T-6" 3'-6" 5'-6" T-6" be a minimum of 60% g g two 8d(0.113"x 2Yz") Tight fit* (gap at bottom flange) yyrr 210 z'-o" z'-s" 3'-s" s'-o" a'-o" 2'-0" 3'-0" 4'-0" 6'-s" T-s° of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 L: T-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" II F nails when possible. flange with face mount hangers). - a� Nailing Requirements 360 T-0" 4'-0" 5'-6" 6'-s" 9'-0.. 3'-0" 4'-6^ s'-s" 7'-s" s'-o" p 9ledger SQ 2Y2'screws, ® Depth Minimum Web Clinch nails when possible. o�s� typical TJI Joist Series in. Stiffener Size Type Number Nails 560 3'-6" 5'-0" 6'-0" T-s" 10'-0° 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" See fastener ® YP ( ) 7/P 110 r-o° 1'-0° r-6° _ 4'-0" a'-6" 8'-6" r-0" r-6° 2'-6" 4'-0" T-o" T-o" 9'-6" „ 1Ya"TJ Rim Board or 1Ya" �c End Intermediate / II table below. Maintain ® LIQ s2V16"(1) 210 r-o" r-0" 2'-0" T-a' 4'-6" 6-0" 9'-0" r-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" II or 1Y2"TimberStrand LSL. 110 All /e'x 2"distance(minimum)from 3 5 8d 11/^ 230 r-0" z'-o" 2'-6" T-6" 5'-0" 5'-6" 10'-0^ r-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" To mount 210 All /4 x 2/6""' hang er II edge of ledger to fastener. 230&360 All %8'x 2%6'11 (0.113"x 2/211) 3 3 560 1.6° 3-0" a-6^ 5-6" 8'-0" s'6" 12-0" 3-0" 4'-6" 6-0" 8'-0" 10'-6" 19-0" 12-0" g �' � + Option#2: Fastener Allowable Load(2)(lbs/bolt) 2x_strapping installed at Y3 16d 110 r-o" r-o" r-0" r-o" 2'-0" 2'-6" 4'-6" 8'-6° r-o" r-0" r-0" 2'-6" 5-0" 6'-0" 9-0" 12.0" Face mount Backer block %"Through bolt joist-span locations using two 560 All 2x4'2' t 210 r-o" r-0" r-0" r-0" 2'-6" 3'-0° 5'-6" 9'-6° 1.4. r-0" 2'-0" S-6" 6-0" T-o" 10-0" 13-0" (0.135"x 3/z") 14" 230 1'_0" t,-0" 1'_0" 2'_0" 3'_6" 4'_0" s'_o" 10'_6" t,_0" t'_a, 2,_6" 4,_0" 6'_6" T_6" 11,_0" 13'_6" both sides Of web Rim Board Material �"lag bolt Yz"Through bolt with Air Space 2Yz"Screws per joist,typical hon er (3 18" 4 4 360 1'-0" 1'-0" 2'-0" T-6" 5'-6° 6-0" 8'-6" 12'-6" r-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" g with single TJI®joist 1%"TJ"Rim Board + 480 695 1/4"TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x412' 16d 5 5 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required u sides t With top mount hangers, backer block required only 1 Y2"TimberStrand°LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3Y2") 6 11 110 1'-0" r-a' 1-0" r-o" r-o" r-0" z'-6" 5-0" 8'-6" r-0" r-0" r-0" r-0" T-6" 4-6" 8'-6" 11-611 15-0" H1 hanger do not laterally support at H2 H3 24"(3j 6 13 210 r-0" r-0" r-o" r-0" r-0" r-0" T-6" 6'-0" 10'-0" 1'4' 1'-0" r-0" r-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" 3 „ ®. O for downward loads exceeding 250 lbs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. When specified on the layout, One Of W O least/s of TJI joist top flange conditions.For nailing requirements see page 5 TJ- LA (2)Allowable load determined in accordance with ASTM D7672. PB1 (1)PS1 or PS2 Sheathing,face grain vertical 16^ 230 r-o" r-0" 1'-0" r-0" r-6" 2'-0" a'-o" 6'-6" 1 r-o" r-o" r-0° 1'-0" 2'-6" 5-0" s'-o" 10'-0" 13.6" 17'_ " g q P g O the bracing options above is required O iso r-o" r-o° 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" r-o" r-o° z'-o° a'-o" T-s" s'-s" 13'-0" 1a's° 17'-0" 9001 Weyerhaeuser installation Guide for Floor and O (3)1%"TJI Rim Board is allowed with joist depths- 16"only. g h q (2)Construction grade or better 560 r-o" r-o" r'-o° r-0" 2'-6" 3'-6" T-0" 1 r-0" 15'-0" 1'-0" r-o" 3'-6" 5'-6" 9'-0" 10'-0° 14'-6" 1s'-0" 19'-0" , Y Roof Framing, TJ-9001. (4)Maximum Y2'shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 3 „ 3 a" s^ r' s^ 10^ 12' 1a/, 1s/<„ a^ s^ T' s" 10^ 12" 1a3/<<" 1s%<" BEAMDETAILS FASTENING of FLOOR PANELS 360 1'-0" t'-o" 1'-6" T-0" 6'-0" 9'-0" 14'-6" l'-0" a'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-0" • Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18 sso r-o" r-o" t'-o" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 1'9'-6" 0 TJ 10(l)(2) Rim Board 1 ° 360 t'-0" 1'-0" 1'-0" 1'-0" T-0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 1'9'-0" 20'-6" Z BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 1'/art TJ® r , 1 560 O and 230 36560 d Rim Board Ti IY4,, ran 17/SL TimberStrand LSL M'cLVIL m ParPaISILm TJIDepihts 9Y2 11/11014 16 9/ _11/21014 16 9Y2--_J1%8"or 140 16 18 620 11/a 140 16 18"-20" 22'6('--2D4" Rectangular holes based anmeasurementtoflongesttsde 5'-6" 11'-6" 15'-s" 1'-0" 3'-0" s'-0" 8'-6" 14'-0" 1T-6' 1'9'-0" 20'-6" 5; BEARING AT WALL OR WINDOW HEADER /4" 2 or wider > CONNECTION CONCRETE WALL • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. LU 8d(0.113"x 2Yz"),8d(0.131''x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(t) 2x6+%" 2x8+%" 2x6+Yz' 2x8+Y2' 2x12+Y2' Two Two Two Four Y4'x 15" fY 1Y8'TJ®Rim Board or Strap per Code If top plate 2x6 2x8 Tables are based on uniform load tables in current design literature. 10d 0.148"x 3"),12d 0.148"x 3/411) 4"(3) 4"tel 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1/411 or 1 Y2"Timb6rStrand® IS not Continuous Over ( ) ( For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round Ihole may be located LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"t<) 6" Cantilever Filler 2x6 2x10 2x6+Y8' 2x10+%" 2x6+Y2' 2x10+ Not at the center of the joist span provided that no other holes occur in the joist. 3 (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable SEAL Support (1)Stagger nails when using 4"on-center spacing and maintain/"joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"Ion 6'-0"Ion 4'-0"long 6'-0"long (".'A a p< panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for g g 9 (' �i 4 I L E V E S ��tE Strapper code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block l+1 -____-___._.____ _ ____. p p 9 P 9 9 9 1 (Detail F1 Ya"or%" Ya"or%8' %8'or 1"Net 2x6 2x8 2x12 Two Y4'x 15" -__- _ �5 N. plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'12"and staggered. �G y or H2) sheathing � � � <` over column (3)With 10d(0.148"x 1'/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. Cag¢tj O7/a,• RL fi f grgenient � Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Nail Size Filler 10d(0.128"x 3") 16d(0.135"x 3Yz'") hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Backer 10d(0.128"x 3") Protect untreated 10 15 for mulit-family) Section A:Cantilevers less than 5"(Brick Ledge) Section B:Cantilevers 5"to 24" * Column Face mount (6)Can be reduced to 3)z"on-center if nail penetration into the narrow edge is no more than 1Y;'(to minimize splitting). Filler 15 one side ( 7/)15 each side 25 each side hanger wood from direct ■Recommended nailingis 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail each side Roof Roof Total Load Roof Total Load g g P g g q g g P Quantity(2)(2) 10(15 for multi-family applications) Depth TJI® Truss contact with recommendations listed above. y Backer 15 10(15 for 15 15 p 35 PSF 45 PSF 55 PSF 35 PSF 45 PSF 55 P See current Weyerhaeuser concrete ■Maximum nail spacing for TJI' joists is 18"on-center. mulit-family) Span I L1 L2 L3 Y L4 „ �• (1)If necessary,increase filler and backer block height forface mount hangers and maintain Y" a at to of oist;see detail W.Filler and backer block On-Center Joist Spacing On-Center Joist Spacing 9 ?9 4 6 ■14 ga.staples may be substituted for 8d(0.113"x 2/z)nails If minimum penetration of 1"into the TJI Joist or rim board is aclieved. ry g 9 gap p J y O O literature for framing connectors O 3 dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 16" 19.2" 24" 16" 19.2° 24" 16" 19.2" 24" 16" 19.2 241 16" 19.2" 24" 16" 19.2 CC W ■To minimize splitting,maintain edge distance and row spacing of 2Y x nail diameter or/s,whichever is greater. (2)Clinch nails when possible. 20' E5 E5 E2 0 F N E ■Nailing rows must be offset at least y"and staggered. 22' E5 E5 E5 E5 E3 E2 „ ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor 9'/2„ and Roof Framing, TJ-9001. 111/8„ 24' E5 E5 E5 E5 E5 E2 E2 X E2 E3 Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 110 26' E5 E5 E5 E5 E5 E5 E2 E3 X E3 X Fastener Installation Requirements cantilever and end bearings b blocking 14 q O 9 Y 9 16" 432' E5 E5 E5 E5 E5 E6 E2 E3 E2 X X X X Piece #of Fastener TJI®joist floor framing does El panels, hangers,or direct attachment to E5 X E5 E5 X E5 E5 X E2 X E3 X X X X Width Plies n) not require brid in or a rim board or rim joist. X X E5 X X E5 X X E2 E3 X X X X X X Type Min. Length #Rows O.C.Spacing Location When fasteners are required on both q g g sides,stagger fasteners on the second r CO 10d nails 3° 3i2i 99 mid-span blocking E5 E5CO BEARING AT 12" side so they fall halfway between 22' E5 E5 E2 E2 c'? � COLUMN 2 12d-16d nails 3 Y4' 2i2) One side fasteners on the first side. 11 X2" 24' E5 E5 E5 E5 E3 E2 N 00 Screws 3Y8'or 3Y2" 2 24" H2 14., 210 26' E5 E5 E5 E5 E2 E2 E3 E2 E3 N � 16" 28' E5 E5 E5 E5 E5 E2 E3 X E3 X J 10d nails 3" 3"' �J� Al 30' E5 E5 E5 E5 E5 E6 E3 E2 E3 X X X (0 (D 471) co 12" Both sides Rim board joint 12d-16d nails 3 Ya" 2`2j DO NOT bevel cut joist E2 between oasts 32' E5 X E5 X E5 E5 X E2 X E3 X X X X 3 j DO NOT overhang seat cuts 3 3 �� 1 beyond inside face of wall. 14 E5 E5 E5 E5 E2 E2 1/4' 3/8 or 3/2" Both sides on beams beyond the inside Screws 2 24" Load must be applied evenly across � y,�2�� 26' E5 E5 E5 E5 E3 E2 E3 5" One side face of support member. entire beam width. Otherwise, use 111/8' 230 28' E5 E5 E5 E5 E5 E2 E2 X E2 X Verify column capacity 10d nailsl3) 3" 3` connections for side-loaded beams. 14 30' E5 E5 E5 E5 E5 E5 E2 E2 E3 X E3 X One side and beam bearing 12" 16" L5 length.See current 4 12d-16d nailsl3) 3 Y4" 2i2) (per ply) 32' E5 E5 E5 E5 E5 E5 E6 E2 E3 E2 X X X X ti 34' E5 X E5 E5 X E5 E5 X E2 X E3 X X X XLO Weyerhaeuser literature. 5' or 6" Both sides 28' E5 E5 E5 E5 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 30' ' E5 E5 E5 E5 6 Y4' One side L6 form a header or beam of the required size, up to a TJI®rim joist Y 5"or 6" Both sides maximum width of 7" 1 ® 117/8" 32' E5 E5 E5 E5 E5 Q lY Screws 2 24" L3 1)/4 TJ Rim Board or ® 14" 360 34' E5 E5 E5 E5 E5 E6 O 3Yz" 2 6 Y4' One side 16" r >- A2 1 4"or 1 2"TimberStrand LSL. Yz"bolts 8" 2 24" - 36' E5 E5 E5 E5 E5 E6 E2 E2 38' E5 E5 E5 E5 E5 E5 E6 E3 E3 Y (D (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS, SDW, USP WS,or TrussLOK® L1 40' E5 E5 E5 E5 E5 E5 E5 E6 E2 E3 E2 E3 W = Z (2)An additional row of nails is required with depths of 14"or greater. 61 30' E5 E5 >< 01 Z LIJ U) H1 32' E5 E5 E5 � Z � ~ (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. 117/a" U cq 34' E5 E5 E5 E5 Of B2 14" 560 } NAILING AT BEARING (FLOOR) 16• 36' E5 E5 E5 E6 0 0 U) M 38' E5 E5 E5 E5 E6 R i LS 63 40' E5 E5 E5 E5 E5 E6 U F- LU WW TJI@ Joist to Bearing Plate Squash Blocks to TJI®Jost ® (Load bearing wall above) co O N Z 1Ya"TJ Rim Board or rn U) J 1/411 or 1 Y2"TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 or B2 at ' One 10d(0.128"x 3") floor panel edge is supported O B4 intermediate bearings One 8d(0.113"x 2Y2) nail into each flange and span rating is not exceeded. nail each side. Drive Do not cut joist flanges. with load bearing or nails at an angle at braced/shear wall least 1Y2"from end. Plumbing Drop - End of joists from above at centerline L0 3Yz"minimum O - Oz intermediate bearing Also see detail B2 of support L2 m 13/4"minimum end bearing 9 single-family applications 5Y4"may be required O � �1 U for maximum H1 Shear transfer:Connections equivalent capacity to floor panel nailing schedule , LU Z Rim to TJIO Joist o ° ( ��' 2 O 1/611 TJ®Rim Board, TJI®560 rim joist:Toe o ' 0 l- O 1Ya"or 1%"TimberStrand®LSL. 1 Additional joist is required if t � _ or TJI0 110 rim joist: nail with 10d(0.128"x 3") p g unsupported L4 o �.' _nails, one each side of floor panel edge is unsu > ' One 10d(0.131"x 3")nail into or if span rating is exceeded. °° °, o Exterior Deck (� uJ II TJI®joist flange TJI®560 LA DO NOT use sawn each flange O Attachment LLI Z Q � TJI®210,230,and 360 rim joist: floor joist Q,, .. Structural lumber for rim Z 0 0 One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS o sheathing board or blocking, Q Z _ r o as it may shrink WEYERHAEUSER TRUSS - JOISTS W O w each flange. •Subfloor adhesive will im rove floor performance, but o 3 With depths> 16", use TJI®360 rim joist. P P after installation. 1/4'minimum bearing p To view may not be required. o Use only U I0 Locate rim board joint between joists. F o Safety bracing(1x4 engineered lumber. I O U CO •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(s' FLOOR FRAMING: TJI 560 SERIES JOISTS U a (3 W Z Lu o BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and Z _ = w of a TJI®joist with web stiffeners Is not a substitute concrete 17/"knockouts o H3 HOLES O LLI J U W < N J ( ) extended to a braced end wall. FLOOR DESIGN LOAD: ( SLEEPING AREAS) � 0 Q i 1Y8"TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with a- U Q 0 07 1Y4"or 1 Y2"TimberStrand®LSL. 12"on-center two 8d(0.113"x 2Yz")nails minimum LIVE LOAD 30 PSF •When joists are doubled at non-load bearing parallel (see WARNING). DWG NO partitions,space joists apart the width of.the wall for plumbing or HVAC. ® Bearing plate to be DEAD LOAD = 10 PSF See framing Ian If applicable)or flush with inside face ' 112 Drive nails at an 9 P ( PP ) of wall or beam 1 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum P rhaeusel AS PER TABLE R301.5 OF THE 1Y2'minimum from end end and intermediate bearing lengths. \,r7/ RESIDENTIAL CODE OF NEW YORK STATE - 12