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Home My WebLink About44241-Z Town of Southold 9/23/2020 yA P.O.Box 1179 W 53095 Main Rd ©4, � 0��4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41460 Date: 9/23/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2405 Glenn Rd, Southold SCTM#: 473889 See/Block/Lot: 78.4-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/23/2019 pursuant to which Building Permit No. 44241 dated 10/1/2019 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: one family dwelling with unfinished basement covered front porch rear stoop and attached two car garage as applied for. The certificate is issued to Glen Road Tackle Inc. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0090 8/19/2020 ELECTRICAL CERTIFICATE NO. 44241 9/1/2020 PLUMBERS CERTIFICATION DATED 8/3/20201 Rupp uth d ignature L TOWN OF SOUTHOLD �� SUFFDt,gco� BUILDING DEPARTMENT TOWN CLERK'S OFFICE CA SOUTHOLD, NY o , 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#: 44241 Date: 10/1/2019 Permission is hereby granted to: Coruzzi, Kim-Marie 8 Ocean Ave Hampton Bays, NY 11946 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2405 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-1-32 Pursuant to application dated 9/23/2019 and approved by the Building Inspector. To expire on 4/1/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,056.40 CO -NEW DWELLING $50.00 Total: $2,106.40 Bui ding pector Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. —1 11 9 New Construction: VL, Oldj or Pre-existing Building: (check one) (� f Location of Property: 1 d S l ��(1 V� R90 Ia''U� I I )j� House No. Street Hamlet Owner or Owners of Property: - Y�vl Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: �1 C5 1 -©DJD Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Building Department Application AUTHORIZATION (where the Applicant is not the Owner) 7f' residing'atc '« iGe . (Print property owner's name) (Mailing Address) do hereby authorize ��u�— D#V-eLl (Agent) `�p `- S 1►�L� G, C�� to apply on my behalf to the Southold Building Department. (Owner's ignatur (Date) (Print Owner's Name) pF SOU��,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G, sean.deviin(cb-town.southold.ny.us Southold,NY 11971-0959 ®�yc®UM,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Glen Road Tackle Inc Address: 2405 Glenn Rd city.Southold st: NY zip: 11971 Building Permit#: 44241 section: 78 Block: 1 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC Lic# 3867ME 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 57 Ceding Fixtures 14 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 40A Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Pucks 7 Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 4$ 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Oven, W/D, DW, 40 Circuit Panel w/28 Used Notes: House and Garage Inspector Signature: Date: September 1, 2020 S.Devlin-Cert Electrical Compliance Form.xls 4 Town Hall Annex Telephone(631)765-1802 54375 Main Road CP Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i i CERTIFICATION I Date: (0-0 Building Permit No. ijLj Owner: �Aer ()0 !.J- (Please print) Plumber: , (Please p int) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 'h (P b s Si re) Sworn to before me this day of - 20 f r � Notary Public, K-0j%'aaQ County D NA ANDRIELLO Notary,Public • State of New York No. DIAN6364554 qualified in Nassau County M Comm. Expires Sep. 18, 2021 1 L q" { I o�aOF SOUI�o TOWN'OF 'SOUTHOLD BUILDING DEPT. coum�� 765-1802 a . INSPECTION [ #UNDATION 1ST N.0 [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL -[ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ;] FIRE RESISTANTWISISTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION , n [ ] PRE C/O. REMARKS: C\) DATE l INSPECTOR q$W� Lill Z2K&57 Crle. nRd f � TOWN OF SOUTNOLD BUILDING DEPT. aum� 765-1802 INSPECTION . ., [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ' ] FOUNDATION 2ND' [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY ' [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ '] FIRE RESISTANT PENETRATION rC LECTRICAC (ROUGH) [ ] ELECTRICAL (FINAL) ODE VIOLATION [ ] PRE C/O REMARKS: �a 6e stile 4o st"NLcA . voraA A A k�r AroAv lAe --mole I eofresf, J , 1� CIO" Y;6e--/ CPA ) en2m 4-04 /0 o L,41k lS o Seo DATE 2124 INSPECTOR ho�zaf SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. "courm��` 765-1802 I-NSPEO ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FNDATION 2ND [ ]� �INSULATIOWCAULKING [ F MING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ` ] =ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA [ ] CODE VIOLATION [ ] PRE C/O MARKS: D IV tM tiCAP:) � Ing DATE r- DATE <3 INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION - - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] RISULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Alb [ ]- FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v rRsi AMIA 07 .DATE INSPECTOR i OF SOUI,y�I o 44 2, * TOWN OF SOUTHOLD BUILDING DEPT. `yc0urm� 765-1802 i NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICA FINAL) [ ] CODE VIOLATION [ ] PRE C/O 0 U f e14 ' REMARKS: Sty' dea VVille r s-� DATE ' �� INSPECTOR cs;�� . n r } r W r d� 4 Y � � y+t Y�. S t my + •�•' -.d c i TERN DESIGN ®IJP, ARCHITECTS 1257 Udall rd Bay Shore N.Y. 11706 May 16, 2020 Project# 19148 Town of Southold 54375 Route 25 Southold, NY 11971 RE: Permit M 44241 2405 Glenn Road—Southold, NY Tax Map# 1000 - 78- 1 - 32 Dear Inspector: This Letter is to certify that the Insulation Installed at the above location has been done so in accordance with the Town approved plans and complies with the minimum standards of the 2015 international residential code 2nd printing adopted & amended by New York State and the 2017 New York State supplement, 2015 IECC and all applicable local codes. ��Very Truly ours, RED ARC 0 q O2 9 4 OF NES Emma el Tehn, T: 631-888-7318 F: 631-888-7319 Home Energy Rating Certificate Rating Date: 2019-09-22 Projected Report Registry ID: Unregistered Ekotrope ID: 826mjk8v SavingsHERS' Index Score: Annual Home: Your home's H,ERS score is a relative 2405 Glenn R• performance score.The lower the Southold, 11971 number, - Builder:$ 2622 57 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[Mstu) Annual Cast criteria of the following: Heating 65.2 $1,213 2016 New York£CCC Cooling 1.4 $40 2015 international Energy Conservation Code Hot Water 15.7 $289 2012 International Energy.Conservation Code Lights/Appliances 25.7 $1,191 2009 international Energy Conservation Code Service Charges $86 2006 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 Total: 107.9 $2.820 Home Feature Summary: Rating Completed by ,� Mamtr&W Home Type: Single family detached • s5o Model: Custom Home Energy ID.25Rate7284 Wahl _ RESIVET 1D:2572845 Ss 240 Community: n/a } Conditioned Floor Area: 3,571 ftp Rating Company.-Energy Rating Service Inc 'i0 35 Tellar Dr,Islip Terrace,NY 11752 Referents nw Number of Bedrooms: 4 631-383-4198 .� Home ,,.; x0o Primary Heating System: Furnace-Oil•86.7 AFUE „;�� Moo so Primary Cooling System: Air Conditioner-Electric•145 SEER Ratin+gProvider:Energy Vanguard 80533 W Howard,Suite I.Decatur,GA 30030 ' 70 Primary Water Heating: Water Heater•Oil-0.79 Energy Factor 678-662-4332 Y 60�.. House Tightness: 3 ACH50 s0 mak this Home Ventilation: 86.0 CFM:35.0 Watts ? Duct leakage to Outside: 20 CFM25(0.86/100 s.f.) Jo Above Grade Walls: R-20 xgru gH 0 Ceiling: Attic,R-38 . u� Window Type: U-Value 0.32,SHGC:0.29 Matt Wahl, ertine nergy Rater »zr Foundation Walls: R-11 Date:9/22/19 at 9:35 AM F-kotros • " s The'Cnergy�gating.Di-�;dbsure:for-thislioi-n�--i�,avaii-abApproxiedRiting-Piovideii -as ®.- o • s 1!712020 image0000011.jpg Lyyyy ll Yn nalr ON r f jo i. f ! 7� n y rC w f r... ... rte. _.y x ws ' AT 3 JAN - 7 2020 https:ilmail.googie.comlmaiVu/01?tab=rm&ogbl#inbox/FMfcgxwGCkbBTwHMpQBFNDKBttFRphxB?projector-1 111 1!7/2020 image0000021 Apg .; CMADA h r 10 f � t , ♦ r�! 1' n} Now� AY 1e ! J6, , f w https://mail.google.com/mail/u/0/?tab=rm&ogbi#inbox/FMfcgxwGCkbBTwHMrclxpKMpnjhKvGCN?projector-1 1/1 1/7/2020 image0000031.jpg i hftps://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwGCkbBTwHMskgmfzgRzGZsjKDt?projector-1 1/1 17/2020 image0000001.jpg '01 16 r, sr IV reia i v d i https://mail.google.com/mail/u/O/?tab=nn&ogbl#inbox/FMfcgxwGCkbBTwHDgFNGkPPjnknFgfdC?projector-1 1/1 S N_ W (A N O 3 0 o� Ch 0 0 m 0 3 3 3• 'Clwlow .. ' s 0 f < _T T � CJ _ w V CD' Sp 3 CD CLAir o 71 }`<'� tl �sr { F � ► ; �.A%f2.y e� k�1J F � �l��y�f��Cs�" �j k9f ! 13W,btt 4 r,. �r I ' 4 2/3/2020 IMG-1 954.JPG -ayy vn` s �} I N V W N N O 3 ^' � o in 0 0 cn m o m v 4 � ��, •,"'� ., STM �, �� ."- �� .��i �.,12 4 Ln its n � a 3 w wi yn x , a'w f� CD 01 d O 1 2/3/2020 IMG-1 aEJPG \�pMp �\ <\V�- dRw_ilg_nb.co d_iez $?ta wm gw#kx/F km_GDD nRw c£whMMq c c LF e%We o l emmePa+&l 1J 2/3/2020 IMG-1957.JPG r https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwGDDnRwCgbLwhhMMgcTjcRLFsx?projector-1&messagePartld=0.1 111 Hone Energy Mating Certificate Rating Date: 2019-09-22 Projected Report Registry ID: unregistered Ekotrope ID: B26mjk8v HERSO Index Score: Annual Savings Rome- Your home's HERS score is a relative 2405 Glenn Rd 57performance,score,The lower the Southorld, NY 11971 number, the more energy efficient the $ 2,622 Builder: 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[M13tu] Annual Cast criteria of the following: Heating 65.2 $1,213 2016 New York ECCC Cooling 1.4 $40 2015 international Energy Conservation Code Hot Water 15.7 $289 2012 International Energy Conservation Code Lights/Appliances 25.7 $1,191 2009 International Energy Conservation Code Service Charges $86 2006 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 Total: 107.9 $2,820 HERS'IndexHome Feature Summary: Rating Completed by: Mae♦Ener�y Home Type: Single family detached Energy Rater:Matt Wahl uo Model: Custom Home RESNETID:2572845 Existing ; Community: n/a Homes A� 2 Rating Company.-Energy Rating Service Inc mv uo Conditioned Floor Area: 3,571 tt 35 Tellar ,Dr,Islip Terrace,NY 11752 uo Number of Bedrooms: 4 Reference 1:7- 631-383-4198 None 300 Primary Heating System: Furnace•Oil•86.7 AFUE Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider.EnergyVanguard71 `:^_ • r' Primary Water Heating: Water Heater•Oil•0.79 Energy Factor 533 W Howard,Suite I.Decatur,GA 30030 ; .war ¢S fla:t8°m.t7f ..�'. 678.662-4332 � «_ � Rause Tightness: 3 ACH50 .,��,.�,>�,�:_• This Home Ventilation: 86.0 CFM•35.0 Watts • 30 Duct Leakage to outside: 20 CFM25(0.861100 s f) zo Above Grade Walls: R-20 ZeroEnetgy C Ceiling: Attic,R-38 Nome Window Type: U-Value:0.32,SHGC:0.29 Matt Wahl, ertifie nergy Rater Foundation Walls: R-71 Date:9/22/19 at 9:3S AM .._ ilii w .� '°` • ♦ • New York ECCC 2016 Performance Compiiance Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community:n/a Builder 2405 Glenn Rd,Southold Sligo Construction Corp R820-1-2405GLENN-MJW Annual Energy Cost Design New York ECCC 2016 Performance As Designed Heating $1,856 $1,601 Cooling $128 $105 Water Heating $447 $447 SutTotal seclto,ile#erini co` y 2431;' 2'4 '3 Lights&Appliances . , ;'�`•.wri.�. . ,,. . �-„_,,,. , ,.,,.,,, , . $-1,323 �� ,5 $1,326 Onsite generation :To#aL” y' _ = 3'Z Requirements maim riee=base cia a ce`F se's �1' "s b 1410 y_ rc .,.,, _ E1. a _ R402 4.1.2 Air leakage Testing Air sealing is 3.00 ACH at 50 Pa,It must not exceed 3.00 ACH at50Pa. ea-wet hte�avjtaef .t. ,•r„ .f�,;•, #r d e encs ration.SHGC ,,,, : .,. --,.,. .. c,. �.! „�,t' r4, ,.., _ ,., ,,,,,4.,.,, r ',f• -- ':7„ .•,ars. '.i- Area-weighted average fenestration U-Factor 04 R4 t`x 0 'i er1 tcn q fry ;}-;� cy„ L R403.6.1 Mechanical Ventilation Efficacy Mandato` cgde'req uireriieiiis ttiatare of Mandato'`Gti' r rsf, ,r, ry cFiec ed'b �Ekcit must -'•i,. 7 .. ?� _ w,.,,. , ,1 _..,.- t.4;r rii\�J•...,-Fry' ill l.,, Duct insulation [design exceeds requirements for New York ECCC 2016 Performance compliance by 11.4%. As a 3rd party extension of the code Jurisdiction utilizing these reports,i certify that this energy code compriance document has been created to 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 building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application. 11 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: ljwdl Organization: Energy Rating Service Inc Date: Cf112J19 9:35 AM Ekotrope RATER-Version 2.2.5.2257 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 Ekolrope users. Ekotrope disdaims all liability for the information shown on this report. an New York ECCC 2016 UA Compliance Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Horne Matt Wahl Community: n/a Builder 2405 Glenn Rd, Southold Sligo Construction Corp R820-1-2405GLENN-MJW Building UA Elements IECC Reference As Designed Ceilings 34.9 37.6 Above-Grade Walls 137.5 130.4 Windows, Doors and Skylights 111.4 100.4 Slab Floor: 28.0 28.0 Framed Floors 7.9 6.5 Foundation Walls 73.6 71.0 Rim Joists 14.9 13.2 Overall UA(Design must be equal or lower): 408.2 387.1 Requirements = 4tl2.'t5:=+` TotalllAaitemative-for�insulafion and fenestrations 402.3.2 Glazed Average SHGC:0.29;Max SHGC:0,40 Fenestration SHGC R4Q2.4:1:2, %Air Leaks e Tesliri v Ai's e all _•� _ 9 S,'.s"' r e ngis,340ACIiatS(1�Pa,'ttmust,notexceed'3OCiACtiat50.F'a' -s R402 5 Area-weighted average fenestration SHGC i' - ,fir ""-,f_ -2 g, ..,d- 1r•, - '.'.'., _ - h;•', y R402.6,; ' ' ' " .' 'Factor ted'averageTciestrattotive R404.1 Lighting Equipment Efficiency S < MhEf c anicaLV0 :r Mandatory Checklist Mandatory code requirements that'aie not - checked by Ekotrope must be met :duct Tes6nf _Yr 403.5.3 Hot water pipe insulation f , Design exceeds requirements for New York ECCC 2016 Prescriptive compliance by 5.2%. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 9/2211 dat 9:35 AM Ekotrope RATER-Version 2.2.5.2257 Ne%v York ECCC 2016 Prescriptive compliance results calculated using Ekotrope RATER`s energy and code compliance algorithm,including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool.Ali 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 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold, NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community: n/a Builder 2405 Glenn Rd, Southold Sligo Construction Corp R820-1-2405GLENN-MJ W General Information Conditioned Floor Area[sq.ft.] 3,571 Infiltration Volume[cu. ft.] 29,982 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50 (Calculated) 3.00 ELA[sq. in.](Calculated) 82.45 ELA per 100 s.f. Shell Area (Calculated) 1.203 CFM50(Calculated) 1,499 CFM50/s.f.Shell Area(Calculated) 0.219 Duct Leakage System 1 System 2 Leakage to Outdoors 49 CFM25(3.95/100 20 CFM25(0.861100 s.f.) s.f.) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 49.0 20.0 Total Leakage[CFM25/100 s_f.] 4.0 0.9 Total Leakage[CFM25/CFA] 0.040 0.009 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 ASHRAE 62.2 Req. Cont. Ventilation 73.2 2013 ASHRAE 62.2 Req. Cont. Ventilation 102.3 Ekotrope RATER-Version 2.2.5.2257 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shoran on this report. Building Summary Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4195 Model:Custom Home Matt Wahl Community,nfa Builder 2405 Glenn Rd,Southold Sligo Construction Corp 8820-1-2405GLENN-MJ W 7177. ' 7I ,e,;,:s^.�"Mm-"`�. <,� A, :,ie "t: "t. 's•'h.' � say ^+T.,.rv.k'„^.1?,";J 'rt ,F h ep,�, ,°,"i;''Yt; ..Fo. ^i.,i;•'; - ��'al,.' mr"".^11:i l�'f%; t�;.fi��R' 4?,,yi,'�`.,,�%i.v+ `r';P;"'"��°,'eFt,',?\1°dFr._.:vr'7�.1��; �Q7 �«-.�„rpw-:...�`'r�v�',r:.,z=.m:•i,..,t.�:.c-�-�.uaw'a',1Y.ra` �•kr�:,,aa,»v«�.•.F-.ra:v;,.r.'w.,"o'ar•,',:.iz:re.�„°i�;:ri':s�:e.�a';:�:.:,.;��,:.,'`,xs�vwa::,,",^.wM.,.w«'..H,.�„*n,»..e'�:,+�.,.��wr�..ta9 -'Numtiei3Of Ballrooms' d. Number Of Floors` u,Coriditigne`d•Ffo6rAiea'[sg:_ftl : _ _ _� ��_.3,571, ,"-_ - -' � -_ _--_ Unconditioned,attached garage? Yes s Conditioned.Volia`me[cti ft l,,_:r;F _' 29982 Total Units inBuilding ` =Resideiiee TyPe_` =; _ Single fainly detacfisd_, Floor Number - = --_ Modgf' Custom Home ' .'Community - _ n%a >.- F i+Ys,.,.,.,. ,l_,+.. .r>• , Y�,, 4„>,+ �''�'� .,';��''r.,m "'°,k^?�<,'+,� t'rw+x, 'k..6s;x":`�,: a.,��:,"�:4�'"vruyx,Y�.^':�.'�"��,% , ..xa ear' 1�^atj�y'�Ggr..;�.,r`rz,, r,`>naa>=iy^.,�,�,vrc-�F, mw,vr:wr, ,rr' rvr� s.;d.' :or;',:.': ,,7'r,G•,b 's. ,k,,.<'` .k^ °pa.,r,.,F :w gid -'a';5 .,�,•s'R- ,,yr'. ,?',. :ps,,, '$' els,', S: F ,.",`,,,;S.; rel g :�`„ w'im �;�'"�'rryry - _ :i•;.�'�•,F.,> _w:c.'�' .;J :�w.,•...�..a.�.-s:>w,,.�:a.aa..;,"::.,„.,,:<.�...:w.si.�.` �.�.,;.:w. Name Library Type Hei ht Above Grade De th Below Grade A '$ ` � ” " L a tl'o " A� ` Enc 9 p Perimeter Location Enclosing basement R i,G2„Draped Batt 1' ?`' 156 i i ,Exposed Ex[ed4 Conditioned Space Fbuh 7atfbI 1111biar Y LISt :a �f { '.ur•`K. °�'".>n�i'�4vr'G�m '1°m'ndna:. ''"',r" ,"1 f),}'i�i;�i "re �. . Name Feet From Wail Top To Feet From Wail Topp To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R. Continuous Insulation Continuous Insulation value Top Bottom RI 1,G2,Draped Batt' NIA' __._` .. NtA”+fir., ._ Yes_ _ _ __ ', NIA 11.00 w..ny�..r.r�u.,�y•ee,++rr,�..vae+s.n.�..x"t�+��P, ra.+"^J,G-'�r; .wa+npPnt—c M •.-�. r„Y"'.e^`+.F'^b'.yaa,�tra�e.,r�r+*^Y.e. .n". ,r+�a<<*.T`_c^+. - 4.kn-, ;�i}+�rit>v"F3� wct',}Y 5” .aS', .i •:t••' r`'�.�fil >;f*. �r& ^ y .•'lbz,_C 'l�rtml�'x- w .7" ,,d v. `t5:. .,.y' - t"pix•';�•.`�, .2 f ,4. yr . '# '';u='� M1tz, ti'. =,C; r�,�J �'G;�, p„k.a'�:,''' •"„>s',':^. °:"><. 'tl,&•� ��^t','.r �✓,fir, ,;�.k. Name Library Type Perimeter �FloorGrade Ca etR a �`�'� � �•�'r..w�. .�<.z,s,.'a,,.a,.�..r,�...� �� '. `- � MasonrypArea Surface Area Location Enclosing Unnamed Slab `Uninsulated stab156 "Below Grade 1,166: 1,166.0112 Exposed Exterior Conditioned Space "`+.^ - G Fs., ,"n y .. ,.•:��; -ri ;"�"p''".",'�°>i-°.�i,"`.?.r' a�`.'^�„ 'r<Nt^M r^.i.0 M'u�'"l;i°';'�" '�y i'9 y�y :F+ �"1x ,n- n'S,a'c w.. M1'7'r}�i;,�'.^Y:°.' ,Ma., Y„✓rr�.N',� 'I� ,+,�� 1'S^<'�� `°n,.v ir, ,,,'m.y+ '.,�,.r„r'1 .k?tk i."N; r4' 'a pp ,�;''�^..�„ - y i;��,d .}'�'%' .r, ,x �a.r','"'” YG"R.k.�,r.^r.-Y.,, '•d,_, `1.as� rN^'G'� "i.�:i��'t; ,h.v" --',�I�RaR�6w � �A .1'• unrA.. ;'}. � d., .ri$ ''@ .,;:'C'. '�4; Ir �.t ill nr`y?i.,¢'s� �.�er.,a',v,•,,'�rv1;rY..,'..,. 1.� ,..�". ,�". -t__'l.:e 'y";n ''•h', ';xr rr,%.a, ",�`-'�',,,;�+,.,3,y f„a�, •�i:r"Mr;i` -~,;,1..t3.,��, rro" ;,7.,,.�,.Ct; t'�i', �i 'Y..Ri - ,G,. .A'.«fej w"*'.•.k:'--1",ra„yr,.�Vutlrin,-'i..: "�' _ ^C+' _ ,.5 °�,'p+ - ir:.'3'"""'.°�,' ;;';arf� r4••' .,�:is"uFwt i`9!-x�.k .�-.'4�..;,W3, a.i"!5;'.; ,..9�.�a.:;e_-.;+n'° '"-t3,i, w...,,.,y.r ,.:i'r_+"'.:s,Y.«.im:,-.....3.9. �' •' .�'��.✓......s-=%<+.e..:..."� � s..�",s..:.:"�.:...iS,..:.., - .- ... ,°..+.,:,.:..a.�.�,..",`a'.?�` Name NWall Construction Slab Completely Underslab Perimeter m Perimeter Thermal Break Effective -value Insulation Type insulated. Insulation Width[ft]Insulation Depth{ft] Insulation R Value Uninsulated slabi'Wood Frame 1.Other No ;--'' '0 0 :,0 No 0.00 1 Building Summary Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model_Custom Home Matt Wahl Community'nta Builder 2405 Glenn Rd,Southold Sligo Construction Corp 8820-1-2405GLENN-MJ W t-'^..-;rn'^'n��,..��mv,�,�.�rta+'-a�.:r<Fib;`^F�*M-s,w;^^m�e'"�'^7y",cv"-rr"="W^° mrv..yw„c.;ak;•^,^r� ^�r+rnw,'°^-.>--3cca•;w;w,^*g .".�.,....fr n _ e, r: ,,r",.,,r rig' '_k. �. ,'a.: wdW.X,',„,�3•";-,,:� - .,7w, - ,"'rl^+"""`•.e ;P,'q+'C`"�' `,,{,,,'�'.��n>' „°..n^,�ra"'s'�;�.,.N ,.�'7;�'�1^�',�R.4^..'r<u",.,mom,,-r^v"'.; nn.. ,..�.;h ,y p";�,.r,w.y, +Y.�::, „y," r`•.,r�:r, �. ,1,'r<w;'•r'r., ',n"'�,(af„ ".,i,,."ke v?,^ ,tiM,' v,l; r�°..n," r Y" r 5',•' PI, �a, 'M,:,I"Y'>^! "'hY.....� �, �,r<.� Y'b'"rpt ,wes� 'A• ,d,d '.t. ,',/',,. r' ,.s. ":�a id�c, atr'2 v°"a:dlr„ ,nt r �•.ao}e„,r. ,t.,.">�: �c, pp ppyy ��*+ c* ,� r;•'r. ,�,a'�k,,;,. , 4�u ,."�” ,tr+'„ d t•�a., 't, �4`9g��r �'E-' rd'lt,.r a�n4. i°PL r);,sr�s:d. �,ud1;'@4� h+F`at u7, „n ti,: .fr. �• ,+�"',v M„ .,,� _+y +,.?�,Frr AR'6 �t. �� .;!!,i' +t' '7"2l� rc;'d� ,,7,1, „a. a,. u•. `�sti+ "'m r,,,.'ar.+�,..','„ ..v r�. ,r '�{..,".ell,' >r',��!v ,W d'A„c"'�,.�4n,, 'n,.o.,eS�Srrr um�,� {gp {• ��r�„ �-:' ,�U.,r�f.a,,ri Y' •�,ti'i� �f,if ,��ar',�• „kkG''�a. n,6 .k"�.�•q;.&,;x 'C`t,l„ ,I,�.�, fsu�tir'.;, a>af,,a�Y,,,v�,.-+"'".4e.iaa��,t ru�'�`,,,w� s„�i� �n.ort:,4','41<:�.k� �+,,. .r.4r yin. '�°;,�',,.'kC>, '}-•>',u ,.t�'�'^wa„�.t,� :.ar. ,Y,Y�'., ,q�F, ,+•(+ „r,,: ,ad+ .v Sn r„lr, .,�G,., rt, A..:,+(, „A ,�.% 4..>�`'iti•,, ,'k, nit A� ,rM, ..t'Su'r ,'y;f' „�"t ^'U .vir,Y'=� �' b •,i;` v°� t�.�1'r^,,,gf�'l;:,d:.i i`'F... „xpq"^..,.” rr„,w;,,,kra✓ ex..'ei+w�ct'w„�;:;w:vx�w8.n''+w*k.,Y:>u ai-ra�a it 'dra'�v'`��n+;c.e:.2,.,':J>a.:.Mc:':v'•u�'ts':'�;vdu,,.o�„s<,n.F).+�;r>v.”a>*�.k�w,,,.�k:�,u>-•`da,:-mw,wa'l`'.i,s�,i'..;hw'r�.�,>7�r.:Pk,:,.�,�v,”„w»a4','4�"rs��.e:�«w�v.".,»';;�.�>�Ifwy::.��'�a"..,:,M,ti�:n,`:,Tsai,.":i�izrc`:rJw'�`m��,K£'i�Nlr,»"..+,a�,w.sn.rr„�...�4' Name Library Type Carpet R Floor Grade Surface Area Location g30,FG2.10 t6ekoM1u� 1 0> cPounGarageCeitingAbove Grade! ' ached ., ;',�9`'pO,,C.,/n�7,r��A';Q-i.�-.irwLy�.+,•�•.,Ft °e'.` jI".Y}A:rAy'a1}ViS�.'''/7�i'".�"�M}y4,r.,r�,hr'.�&y+iq..fQaf�!�',¢y,v�'. 4 `1it +t�+a',`,"-¢"P°:.,ka+;,n.,awt�^",m,�,"x":�•>,Ui^,'•:,r'^•Y�n,.;Mt.a+'re""Irw",;�,I,;'t,,Nn;w,w„,.�«,.•1}H..Tr-_::1',,,,r,, ,,.,rny.w«s-.�,." L,y4n. ?,.r-"r".p',,�r•rg•n,r>m �t�yNk, erw Y�,te° °M4.r�; 7'u.�-4a'•¢,"',,y,'r'C';k"v yw°n'7„!';ii.mr>b�`••,t;' .,taani.; �4G7�;,1Oa;„t"aY� „c3^�°,�,w..�'Si�'a$„"4'+4 ma�w?-'a�t�>°:+aT,",,',,G`'i�,r IYJr'k=�+'!m,"F;�,.r,,�r..t,,'TM,i• a pp �.3, a„zt,'!�• _ >z,�„�t �.sf.:. ,n„ti^;.n'av"ti.,, ,�pi•".:P`.(k�,+�^v, ,tia^5 Nam Effective R-value' s R30,FG2,10-16 eko� _ 25.729 _ IT . r,3°' •� .k.j' �,Ho,h '",j;Gh• ,.,: � _ �k i_s S,�• 7n 7J"Prv.f;" '" a :Trnr7 t"" , ^%m.s= m• Ma�ye^;^a4s;\.+?r}?„}+i.:"'",n",YP' "^"t', 'rt a�;,7'�r•;p, l �+ sa d' •4' F �„'�:=ri>7a�"...`„{; G'.a,a.a...:..ti.,,a,v,6Mu�,aw:zli:.aiu�.u.,m„":`'`�»a",;r,>,�.00;t.a� !',� z' ��d� ,x.+ .�4.r,.., .•:s°'�,,�;'.;,�.�:�i,a ,t':M:�' ,"t'a Name Library Type Suriace Area Location 1-amhi', ,i,�, -"''...``Tr;"TM'""�R'24.D• .............._._ .__»_.__......__., �;"' ,4',r... .;y�. , 142.0 fl �'�Ezpased'Exfeiior 1 garf 25.0 IF: r, Unconditioned:attachetl garage base 1 r'' -. - R 20.0 156.0 ftZi' d a'osed Facterior .� ' ._ ,r�' N4,..;y`3", ,"^"' ,";;;"rr:",^'t!wss};"%"&.7*'GfAy+`^".W'q';*rrn,,'. ,^,,>,,,,•crj»wr.„gry»".�. .rm �„«. ,s•+»,a;�T: a«%,,,;..r..r:'w".».,*„dv?R, ..r, '.'i,.. A 2_ .h. >•�,, "-'.B i$,, { '.x.. -"w'''„ P v^«!p •wm., "”"Y",ye�,'!^;?w;;e^+.•n..�,,+�mo-,n ,%^•p.,�YnNMvA aivN' ,rc'k, roe4; !•rw;rN'd"'f N L rs „u;ja, err, r„riLw �,•Y+i?�x w ,y x,s�vv( , u,a '+a G , 2 r ,.i4 •,atw, �H ''��;5,•k'%” ''�,� {{ r F�€ti3"r,u o�p i •;' ='�' Oy�c �"�ia•,r„',ro y? "r., jy� Y„ «`r• '�:�„xxi':tS.• „i';',I.,:.s,c"s;,r+ k •'afi;Sl,�"'�,•s, r,r.,,,�'�a 5r' ;,•z�,:.,,,•;',t ,.a.;�. .a,q,e �"'+! �i��;r,>:';;;p.,'•„ro: ti ,,,;, A P ss..�,1.,, +4+'N's; •,, ;i:'!^,r."A7��i::'a•b.0 ,.$e• a.9,u, y.•:.,xi{al, ,7;•:fa'.�'':;`a�” 5:t.r,Y;�,,,;'ivr�o,,,'U„'1,.J.tv ads, >fi'r„ ", 4�1I:4J�! 6`"L:�N�6x •�17�' ,°ta:,.�,.+,,2 a�'��n� ;'c�>.,," a,r�.,.� :v � rf'.,..e., n,,,�i9',.,,,, ,tr c'�N,eu .rK a,� ,r, 1 „�vi,,,, 'c �a,e.�: r,• ”S;?'�. �iV'” ,Sa+",.- �. - 'g`�a,' ,a�: 't'�,i, '�y"�J,> 1;;:'S,st;`^' .a`. .�^, yr•,,:'�,�� '�,t c�F' ,;n y�,��.'.l.,a;',:"*` r5 "�rS. u« �`�„ t;_� _',Ji' 1"`"e•�t',f •d• "�� .'�"4�� yA4�.''ri, ip'.i r,�.*4.+,..+{+aiM .v�...11iw�,+x'wt++fw.,-•„-.R."rfc+„�..aA.�t,�,n'.�iw:w.vi`�+cw+,.k...-.,.:..tea"'.'�„� 'ti%"„� >n i`”,. ,' ,” �,,a• ..+, ,,.',;,:`.' ,P ' ,, �. �., ,e-�"4-✓`y�...i..k' ”wr-..-:..8.4...7.r.>.rs,.;-...,..-.;'L',;:v"re'ti2.ctf.:.tY,�;3>°..>sewr..,.w..WxbA�>roa»...,u.:m«..,�a.r`�°�::, am 4ti,r�:u,Cwll' R.15,0-77 R20-0-`, a-.t�„ I�:Y`e�"M�if'G.�', •'CH"'.C `,•",Yr,."MY'„Pil`iM"M1'sh'�'..•5^?l'".'*9•aw Y!• ^IFhF .Y` va, so- ,"Tj�gj• x�.�$"�;i ..,d ,tw >., �"• ,Wyly,"; "S;u ""r''L'.w ±".�'°Y,c„" �`^'"f,.,�•,^,,,"A�,'i""', k',?n r<grp.r.rRay. �,, .k r .•a'.lir, ,a, ��;S', W",("4 `"'""""nt�„"'n?y-,`'.,-, � rd r'?r�rw,o ,{K, .,a; a11.`• :+�, n:'' ,-,Zz."., c,• ,�n .�� "' ,�,. , •rd,c,,,�.,rlq,;1.,h rr'7i"'•"' •�ii.•,S'Y�,7.ri"�' ,', ah ,.�vM:.,.,r 7.. i',t1��`!�'�"r r};"q�.}•W r,..�,m;,�;• �I., ,s';. :;rV� mU ,,�> ,. -,�,, ,a t ,rrb''�&r•, � �°„➢ `.ar$;�vl.;u',rw'"',rk�",rsa�a;, 9Y,;�,A'l,• u��.��f'3 U`�,..s>,',<'^,,,++,4*.,s & a�`t.awY,r%,,,,., d.,ry raJ'` .'.r-.,k; ”�'�" u��, (,", .fi 6.n ,f„) •iYY''• ,a.,"ti.,v s1`o ;rx,Sti':r1•- L x 1.,'r�,'r fi�-. ..n adv+ y,ny ,.,i t' •i�;��'y's,'�'�Y•�>;`..,v"�, .�'�,,, ��e 'i41f GA1 ;,;�. .�;"1,''n :<m. "GP: .^i'. ,��. "�•a ,�'S,i'k,'�„`kf,7,. .tL8,7 +i{'^'�:c;, $:r.xv,. )a'�kf,rY' G L,^i•`��I; ;;'; �+i, `�-, .F., '`43t�; „',�,k,o aa, _ �.ry .,r�'. �,}e>v..x>w „V•, ,,,+.k,:'S,.S"�•',,,; ?„ r`11,,,},� .:ra.h,,, ,4,b:'�2.:',e�.r+,',, ,,;«, Name Library Type Surface Color Surface Area Location 2x4 Exterior Walls'' ;':f - `R15''F62;4-16+5 eko Medium', ', 2,198;0 ti?' Exposed Exterior 2x6 Exterior Wallsj4, Iti9,FG2,6 i6,+5 eko' Medium ill; Exposed Exterior F Garage Common Walls!” IRI eko, Medium 262.0 ft?' unconditioned,a _ ttached garage 2 Building Summary Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Klatt Wahl Community:nta Builder 2405 Glenn Rd,Southold Sligo Construction Corp R820-1-2405GLENN-MJ W Name Library Type Surface Color Surface Area Location Knee Vdalis' {25;!` 2" :1 e ;,,.. � ,?�--6 ko' tvtediumr'' L,',.-,',% x' Attic "�„n ;`"tpr' :d,'" ron}m,�?s�e •erc:a y�r^^ a� rw^�,�;,-as•.e,�m;,+>i 4r.. -,w 't, ,nR"..azx" �"".. %yk,, -r- rv�•'a'r„r Y,Y:` '�.a�>'X,'�"n�';Y”„µ''"�m'.ar?M�,,y,•a�,n«f� ,;a*w+rw,��,re°x�°..,,,,y r�;,r;;+�"J.. °rr,,a s�^T^,�.'p��„� '°%Ta„'�.,`;;m''"T`fi�;rn`P."",,,rN.�t ,v" t.tt 1.,,, ,�,. ;.x�,fix? r�4,'_ x�.:� a 7� �s 4 'n a" � �t,'"�,'r"'�` ��+ °.?., n w4""a, � a•�: .d,�.��i,F °.a`•,}, # ..ass b, '�'�„ _ 1,.` t` a t� ,,.'�„'„-, _�I+.f} �y, tea •,r � t ;av �•.a;'•-, ;v,,; ,,^ ^Y-c ia'i', x �3r n,n=.��ii.,�, �.,^ :k” 1 '�4'.".,,.:?s,F'�.,,,. `.��";,.,,;a pA ;w�6-..�. ^4''* 1'�L�� -',:L�st � %ryw.d,r;'.�,�p .>'sx�.=.@.,,;iJr;,i�.�t.ky:' ,a., i^}`w - •'!';fe`�,a`�a :T �.> .�.;.,,,"(',�'�,,,;, cA{{, ',<l,.m �ir,."�"' - Qy,� ,r,a. 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Distribution Type .., .w Forced Air ;Moto>:7ype';: v; A,L"• PSG"Sin'1e S eed Cooling Effciericyn _ -,. 14.5 SEER "_: YCooling Gapaciiy 6 Building Summary Property Organization inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model Custom Home Matt Wahl Community,nta Builder 2405 Glenn Rd,Southold Sligo Construction Corp 8820-1-2405GLENN-MJ W ,Ze`.a<i ;Y:�,mi+�Mxiu�''�?•'�a`�rrAw�lads,wGawa.°.�,;;s�;lda�.r'rl.��&��o```�''�u='�d�i� ��Fciet?ype,� ��> ..fr,'. ?r;�.,>,;'• ;�`��<>�� :Oil>=''' -';'��, - =<':>�,-;�s: - ,�-x%':^' _;F. ADis{tfriibutionype Type- Forced Air lviptOr,T •S 1,>5 - - ,sPSC(Singl�Speed)-„�_ Heating Efficiency i36.7 AFi1E :.Use default EAE iVo ,EAE'[kVlftij �Y#.'^"�.n• ”m+,' 's .w�a2??�4�+«;4f�,rw.i.;,�w�es§.°,�T..,.av^G ;^�'�,wPv.;�-"a�>4vg�uwsgrv�r.yk ;�,�Y.�Y�+s>v+�^wr�.ws.•x-twe�+r�„a�,n s, �� 0,4•, why};,., ;��e; ��;��,;t f L.,.,;"r' a h,Y Yah;a`�a: ;';.i'"�tS ��•n..:�r:, .,4�6�'�5,tty.,,��,�F„R.,#,y,M•,:"'^y;�'�,��a..n "."y-..fa::�:+i;'°Yk, �-.j•.E�;a„ ,L hd�?"`'"�y�"-+ph�;,;r ky;��.Y('�%�''y�,;. .4we4wiw.,rwa'".�;ca: .�+�d .+;a�ar'»S3y�".k.�w'".bi:�uc�:4su�u,`.r ,�a:`w�a.«".iwwav`t'��w"a.;�5a'"`.aa;asSl`,�'�'i 5�� s F.'.�x,-.;-.,� @,7 ata✓n 7' .t,,;nr,,+,.°t�,,-.,.:�A1,.:n'�.�, Distribution Type Hydronic Delivery "079�EnergyFacto Tank Capacity(gal.) .50; E3ot;11Vater"Gapacity;[k8tiifil Recovery Efficiency 0.86 7 Building Summary Property organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Modet Custom Home Matt Waht Community.nIa Builder 2405 Glenn Rd,Southold Sligo Construction Corp 8820-1-2405GI ENN-MJW ^��1w��,LR'•R�Ly'�9,t�11,,� ;.��p.}�'�v Rt` 5<tf��, ^<,�,.��.k 'HKi ni�t�:�.rv1if�„'>57�, W'lYrsy dit'ai.i ,.Lr �'i^i;x,^S,+t.✓�);m e>t q.�,r..c ygas w"fir .��", ;r s�"°�3m,+.Y•;@t!a�tl,�vJ,�,°'�'�^4?�;.4.�7,Wv°rt�a't�;yw�a�^�r��::N;�;,{., ,;ttw�'S4fiduy"�.Fy,,.��',S,w"."3e'�''�xu�fi'"��`frn`';d;�,,��4';J7,1��.,"r.n`+'"�'ri;�°u',`r.-r aDJstrtutlon 7 n� :✓ry"t rti: S'-ly%M - aOrCC�Y3'AIr`,:i 5,';r''. :y,,n,: "i• _;:Ir„, I-lea6r9i Equipment . 2nd Floor Heating 9:.,tNiD�► nd.,i={oor;+iioo{itig: Sq.Feet Served 3239 ,#f`2eturil'�riftas.� -�`s:'`.,,,�". _ .,f. ,,; =.�jr'',t-, ,,,.r• r,i�; t. .,,,,..,.>.;,.,�;.,.,,_ -.',.r"�;, - - - - ,. •�41z`.->_ur a..i� �t":.sem�:t-` `�� - .... �,. v�r�,=n.v _, ..-. � - w Supply Duct R Value" Supply Duct Area[ftJ; 339'.53 Leakage to Outdoors 49 CFM25(3.95/1i10;_:-s fJ' 49;CFM25`°` Total Leakage Duct Test Conditions Post-Construction =:tise`.D'efautt'Floiiu ttaf'ci;; rt,, ;,''' yas;r`,' 4,•,;« V`Ducti— ',QI1Ct.�OC3ttOr1" _ ;aS'• `•', `1¢" = , --J; tk,(well Percent SupptyArea} 10Os " aPerceiit'feturri`ArQa" ry'°° ,,;,,; ,.a,y;v^s;i 100:'+<a;r Duct 2 ci7tlditi0net�5'a� Percent Supply Area 0 '_{�@rC6ttt'RP.#I.tTrt`,t'�fP.�3t'7`'�' �^" -i„ +'.,1�, Q•j<°;.i�'i�,'� _ t;t+is:r i,:tiN;;y �'V�' ',�tj ,.+',;" i .,,...., ,.;s.,,L r. „ll..�:�;i",.'•_st,_'-s:':;',.d4�.r77. -_ r.„ .,....�,,'YS,_..,,; -_ ._ ,t. - 'x'31�r :.?..'�,^;,. Duct 3 a ?•i<.',;,`' "�;=` -''.,: Percent Supply Area p „Peree►it,Retum`A'rea,. _S', +:�^�. �y�£�,,'�f� v,��",`';1�y:,�f�l-r1n•.,'�t,r,�„r,'i�;;;..;,i,: ''i.,��.�(;i:', __ Duct 4 ,Ductvtocatio`it 0' 'd boned=S'ace.,` a, "i:'i'„�`.1,:>rv.;.`2."E`�P.- �..., .1'�.+r, Percent Supply Area 0 Duct 5 : '-�f3uct;Locetion�:';'C-; = = �,�r'�=,;� �""` �`�"= �r✓+onditioiien,S�`ace„�� - �`` i°-__ _ - Percent Supply Area 0^ PefGent:RetUril'A«ea';r z - !;x;' 1&',. r"', 0'":;i, .'r,:. '.ky,, +,a. ;;F- ;b,„ ,:';r:N'o-c,.,.':.,,,N,•,k Duct 6 t)uct LoGa'tiair- a r:. 4d 6666d Percent SupplyArea 0 ' Building Summary Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11571 631-383-4138 Modeh Custom Home Matt Wahl Community-n!a Builder 2405 Glenn Rd,Southold Sligo Construction Corp 8820-1-2405GLENN-MJW - - �zzs: 4:. ..1;; �•'."^,��'�.r^y,, >f:. �",,,:•4x�:�4��°i,''��'•�3�;'" ';a.,.x..L'."., � ��'" e�'l�lS1l;CR�31l�'t+t�li7'$ "�� '��,�:,� N,�.. ��a:-'•�<' °,y�.�r: �'�,3`j� .-f.._-.-,. �s� �;�w;-=;�. .4s �� 5� �'} s,`i``u ys'.X. M'„�.S -�..4't;"; wtl},�' h•'"�'fi•T�xa RPf� -"'S. `C-,°,?�?,t:kr'M ,Fw� ,.nu �tiC�v�,`„'�� <`,i� 1 a'.. ,i,` �,r• ��'.r "t'�. z7n.:`r �'_ ,q ;a^'a� ` ✓ ,M+",'SfWN^�.iNrw�$�rvA`�'iGkY N%+N+^'Y'�,r14`.'11 A �1 .�"�"t �F � ,+A s, F h(u✓i. ;�y,r r^ '�' Y�4�' � 1'.I l.bt •�``•, :Disiatiutiori, yp 61'Air 4 Heating Equipment _ _t_• . ,-` =ist Floor _. o Heating 'C ooling Einiipmi3nf Sq.Feet Served, 2332 -Tietuitt'�t9tleS'* -_ a�i�,�?;r,,a. = ;;1'-,�'' -�:'�`�r•;',' _;;q”i;;,,,3,,'_ - _ _ -�;:.rB ,.N..f Supply Duct R Value; ` `l2efum:DucfR,r/alue,.' ,Y`N _._t :.- 4 ` Supply Duct Area(ftp 768.42<-,_, u.` ',. ,,,r 'F •. , , ;,,, t8tgrrl 0i1Ct AIBa[ttJ :x .. , �,w-,i "-r`n'-,.,, - �;J�;'r•.:'-' o'-;'', ,i tidy'[ - ;y'4- -, Leaks e to Outdoors 20 CFM25(0.8 „�, 9 6/100 s.fj `>Total t 20 Total Leakage Duct Test Condi6ona Post-Construction s Usei'Defa'ilit'Flaw,f2afe` ,;}: :'t, ;x', Yes;' Duct l = =t3uct location"-4," :f' ConditiiinecJ`S` Percent Supply Area P_.„a Percent Return Area'; ;r,. Vin, 100 Duct 2 W Cohditi4ried Space Percent SupplyArea 0 t*er'+cer`it�lTettirii-Ates"-� ':F,' �'` ,`: F�° ,P _ -•.•�•+,'w;�:r- =�'y i� Duct 3 M1 Cruet L ovation'fi -,;_.” ` =:_ ;4 -'Cantlitioneii - •- Percent Supply Area 0t Percent,`l2eturnA'iea;' _IRRtum" ,r,,_ .� -�,..,._,_ �: `A,'�„r3'` -„� .. -_ •t�.�, lar .z.'-.":” :+,1,..::` -.C.,' Duct 4 Dticf Location;fit” ;ti;.,t "_- 4 CondtGdned Space - Percent Supply Area 0 e'rcerStF�etuili',Area ✓,r;'''a' _ " Duct 5 Diet',Locatiori "_ '`+'a - ` ,-` :Corid'itioned Spat e . " Percent Supply Area =0v ., Percent AY"" Duct 6 Duct Location - 'r ;rl :; . uonditioned'Space` Percent Supply Area _0 Perc`pnt;ReutrtA�e `',�,;,�;: .', ^-`, :p�;',�,�;;.� - -;;i.. ;t, _ ;�,t",;',r,.,• ��.,,,':,, .' :,;,'?'"'rw-, i��{� ,� 1ve�rz�'�{,"��}� Ya.i"Si}'�'�'�R i��T -•�y i^�C4,�> '�'"r�ti"�'4� k"� Sy Yi+„rr''°v. 4x w °w � t�'u i��2'a�vr i x L �•aC��!■■�� $°.t �a�� a �i l��t '�'� x �'r Cu ,ma'�ks�r�q��'a5„" E°�e VNL "tFw;r'r�`��0�5�"3 �� _Has,Geilin`'lar%°` - ;- _ No ^ " - = = v,> ,,,:r',•, r, Cfm Per Watt " 700 u,`�°.r~ '-:t:��ia,+w:i��rF`. ��tr;��'"1•,;2s.-',�,.,v: ...� ;�c,>•.u,-,�,-��„'r.✓ 77 �.,rY „,4+. �Y�''�s�'��`";,,t;nk�`'.'• � >,� �yys f ki F 7f;r'".;nsp ,v^,' � r"' w;+..�;,��.e``,`N�i,�.r`3".,�r:.a"•,v�, ys. k• p, v: „"'"° ,�', +. 'd4 -,.Rrc � t'��.,.n,,�! v, ,?r,.. `, ,�.s t�'io'fi• •i'�" �'��"• �� n„ k.;, u '�'a: ,*' awka Ai'✓ .ytJ a�'^'z r^'?",. ,�'y', ."v•''v';.`''i'�.� p:;.��'"'k,-ai+`>.i�,:3 d,7..T a��r,�,':s�g ,k°, ._aie�Fizture7ype,, a_,,_ ,w, _i _ _S .Wtandard• `,�... - _ •,°, fJse Default Hot Water Pipe Length No t-toYltV�tec�P'spe.�.s'itgtli.ft 4 - ,,,- x,56,"°,;,i'' �•� ',,>,r,• ',_;�;�� ; �',; At Least Pipe lnsulatton? Yes ,`litit - 'Recirculation System Pipe Loop Length(it] 20 "' _ _,• Y;, DrpiiiWaterNeaf,RecQvery?,`'`';` :Na';' 9 Building Summary Property Organization Inspection Status 2405 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 631-383-4198 Model:Custom Home Matt Wahl Community n1a Builder 2405 Glenn Rd,Southold Sligo Construction Corp R820-1-2405GLE NN-MJ W FT �_,771,17" _7 J-, Electric Cef 2.617 :Fj 61d Utilizifibl'-1,1 , n U SI're n QIS g v 7" ;i 661,Eh' Electric Rate $0.11/kWh _66s Rate herm YJ�! ,,,Capacity Irnef 2.15474^ A5474 g__77 77 spy K, 7 t? Prbgr abld,thermo ta S ya ishwasher Size _Z_ Riiniigbven Fuel Electric Oven?. ";j'Yes Induction Range? No U P! "57q rn ion MJW 0911812019 "?465 GLENN_RD' HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -OIL,ELECTRIC -6:12 PITCH x1.202= -4 BEDROOMS -2 STORY -FRONT FACES SOUTH -ATTACHED GARAGE -ATTIC HOUSES 1 AIR HANDLER,1 AC COIL,I HW COIL -BASEMENT HOUSES BOILER,HOT WATER STORAGE, I AIR HANDLERJ AC COIL,1 WATER COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY'FAN 86 CFM X24HRS -SOLAR PV NIA 10 RCCA Manual DJS HVAC Load Calculations for Residence 2405 Glenn Rd Southold, NY 11971 ENERGY F,r f r Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 Sunday,September 22, 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 LoadsElite Software Development,Inc. Energy Rating Service- ACCA Manual DJS Islip Terrace NY 11752 Page 2- Pro'ect Re ort General Pro'ect Information Project Title: ACCA Manual DJS Project Date: 09/22/2019 Client Name: Residence Client Address: 2405 Glenn 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 Desion Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb BeLHum Rel.Hu111 y 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.: 0.392 Square ft. of Room Area: 3,571 Square ft. Per Ton: 1,318 Volume (ft3): 20,406 Building Loads Total Heating Required Including Ventilation Air: 40,322 Btuh 40.322 MBH Total Sensible Gain: 28,078 Btuh 86 % Total Latent Gain: 4,425 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,503 Btuh 2.71 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 manufacture's performance data at your design conditions. F:\...\2405 Glenn Rd_09222019.rh9 Sunday, September 22, 2019, 8:54 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 Rep ort System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Djy Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Djy Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing 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: 0.130 AC/hr 0.070 AC/hr - - -- ----- -- -- -- -- - ------ 44_CFM- ---- ---- --- - CFM-- --- ----- - - --- ---- Infiltration Actual: 0.063 AC/hr 0.034 AC/hr Above Grade Volume: X 20,406 Cu.ft. X 20.406 Cu.ft. 1,289 Cu.ft./hr 694 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 21 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: 0.130 AC/hr(21 CFM), Construction: Tight Summer Infiltration Specified: 0.070 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: 0.130 AC/hr(23 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(12 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:1...\2405 Glenn Rd 09222019,rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential.&Light Commercial HVAC Loads Elite Software Development,Inc. EnerAv'Rating Service -ACCA Manual DJS Islip Terrace NY 11752 Pa e 4 Load Preview Report Nei ft-1, Sen La Net Sen Sys Sys Du Scope To !To Are GainGail) GainLoss Htg Clg Ac Siz -� CFM CFM CFM Building 4 2•71 ,1,318 3,571 28,078 4,425 32,503 40,322 1,400 1,400 „1,400 „ . Sv-stem 1 _ 0.93 1,328 1,239 10,654 543 11,197 11,722 r;6b6 600 9x1 Ventilation_.- -.-_ 53, 307 360 (395 ; HW Piping. 272' Zone 1 1,239 10,601 236' 10,837 11,056 6004;`'-,,,,;`600 600_ 9x1 r. 1-Master Bedroom,WIC y ,.. _,. 403 2,952 71! 3,023 3,906 212?,;;-,-3M67- 167 2- 2-Master Bath y 78, 912• 16- 928, 848 46'x'".r '62, 52 1-4 3-Bedroom Back Riqht 250 2,049 63: 2,112 2,347, 127 116, 116 2 -- - - 4-Bedroom Front Right _2,250 47' 2,297 2,021 110;,;,.1,27„ 127; 2 ..._ .._. 5-Computer Room,Hall 202 2,144 17. 2,161 1,225 66Y,":::_121;. 121 2-� 6-Hall-Bath- 53 294 22 31fi 709 3 „_ - 8,3• 7: IT 1- Svstem 2 _ 1.79 1,313 2,332 17,425 3,882 21,306 28,599 800, _F=`=800 800 10x1 Ventilation 263' 1,535 1,799 1,975 Supply Duct Latent ; 532 532 Retum Duct697, 93' 789 781; HW Piping .`... 1,361 ? , Zone 1 2,332 16,465 . 1,722 18,187 24,481 sot), ,.-_,$Q01 800' 10x1 7-1 st Floor Bedroom,Bath 323 3,811 200; 4,011 4,117 135;: `,185; 185 2 8-Hall Bath36 189 0" 189 0 0`Y'1 '":'9` 9. 1--4 9-Kitchen,Dminq,Livmq ; - 807 11,612 1,522Y 13,134 11,214 366:A .564, 564 6-- '5 1 1 10-Basement , 66 82 0 _ _ ___. __ _ ,-. _ _.. _ _ _ ._ 852 9,151 290 41, 1 F:\...\2405 Glenn Rd_09222019.rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace NY 11752 Pa` e 5 Duct Size Preview Room or Source Minimu Maximu Rough Desig SP Duc Duc Htg Clg Act. Duct Duct Name Veloc� Veloci Facto L110 Loss Veloci Lengt Fl Svstem 1 Supply Runouts i Zone Bedroom,droom,WIC_ 'Built-in 450, 750 0.01, r 0 - - _ 425.4 212E _Q0 1 16 - _167 2 2-Master Bath Built-in 450' 750 0.01 0.1 591.3 46E75 2 1- _ _ 4-Bedroom Front Right ;Built-ln 450 l 750 0.01 0.1, 729.6 110 w> 3-Bedroom Back Right 'Built-in 45.0 750 0.01 _ 0.1' 664.5 127 116 116 2 _ ,... - - .1271-_�-127 ...2 °` 'i 5-Computer>Room,,Hall ;Built-In 450 _ 750 0.01, 0.1 695.4 66�i � i 121 2- 6-Hall Bath —Built-in- 450, 750, 0.01 0.1, 190.9 ( 38 j 17` 1- Other Ducts in System 1 _ - i Supply Main Trunk ,Built-in 650 900' 0.003 0.1 ? 685.7 600 a 60Qj 600• 9x1 System 2 _ _ - - � --• - --, — - - _. ,. , , Supply Runouts Zone 1 _. 7-1st Floor Bedroom,Bath Built-In 450 750 0.01• 0.1 471.5 135 , 185 2-- 8-HallBath Built-in 450 7500.01 0.11 105.4 0�#" 9� 9 1 9-Kitchen,Dininq,Livinq Built-In 450 750 0.01 0.11 478.9 366 56j 5647 6 10-Basement Built-In 450 750 0.01'` 0A 474.8 ' J299 * t4! 41- "1 Other Ducts In System 2 Supply Main Trunk0 Built-In ' 650 ' 90, 0.003 0.1' ,+ ' 768 _ -� '^ „ . - 800800 10x1 Summary System 1 _ Heatinq Flow 600 Coolinq Flow: 600 System 2 Heating Flow: 800 Cooling Flow: 800 F:\...\2405 Glenn Rd_09222019.rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq Service, _ ACCA Manual DJs Illi Terrace NY 11752 Page 6 Total Buildin Summa 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 297.6 5,716 0 4,424 4,424 0.32, SHGC 0.29 8E05-sai: Glazing-Skylight, Flat double pane low-e(e= 9 270 0 729 729 0.05),small curb, aluminum clad wood sash, curb R- 6 or more, light shaft R-6 or more, horizontal, u-value 0.5, SHGC 0.36 11 D: Door-Wood -Solid Core 21 491 0 156 156 12D-5sw:Wall-Frame, R-15 insulation in 2 x 4 stud 2253.4 8,381 0 796 796 cavity, R-5 board insulation,siding finish,wood studs 12D-Osw:Wall-Frame, R-15 insulation in 2 x 4 stud 186 960 0 200 200 cavity, no board insulation, siding finish, wood studs 12E-5sw:Wall-Frame, R-19 insulation in 2 x 6 stud 90 281 0 27 27 cavity, R-5 board insulation, siding finish,wood studs 15BO-10sf-8:Wall-Basement, , R-10 board insulation to 1248 3,744 0 0 0 floor, no interior finish, 8'floor depth 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1235 1,929 0 1,381 1,381 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 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 106.2 204 0 112 112 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, White or Light Color Shingles,Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 20P-30: Floor-Over open crawl space or garage, Passive, 403 846 0 42 42 R-30 blanket insulation, any cover 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1166 1,889 0 0 0 or more feet below grade, no insulation below floor, any floor coyer,shortest side of floor slab is 20'wide Subtotals for structure: 24,711 0 7,867 7,867 People: 5 1,000 1,150 2,150 Equipment: 722 12,583 13,305 Lighting: 120 409 409 Ductwork: 10,193 624 5,029 5,653 Infiltration:Winter CFM: 21, Summer CFM: 12 1,415 236 102 338 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 AED Excursion: _ 0 0 _ 622 622 Total Building Load Totals: 40,322 4,425 28,078 32,503 Check Figures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.392 Square ft.of Room Area: 3,571 Square ft. Per Ton: 1,318 Volume(ft'): 20,406 F-Buildinci Loads Total Heating Required Including Ventilation Air: 40,322 Btuh 40.322 MBH Total Sensible Gain: 28,078 Btuh 86 % Total Latent Gain: 4,425 Btuh 14 % Total Cooling Required Including Ventilation Air: 32,503 Btuh 2.71 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. F:\...\2405 Glenn Rd_09222019.rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software-Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace NY 11752 Ing v Page 7 Total Building Summa Loads cont'd Notes Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:1...\2405 Glenn Rd 09222019.rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential A Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating.Service ACCA Manual DJs Islip Terrace NY-11752 Page 8 E ui �►ent Data' - System 1.- 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RAI 318AJ1 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: 71 F,WODB: 10F, SIDS: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 10,654 Btuh, Lat. gain: 543 Btuh, Sen. loss: 11,723 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:483 CFM, Req. htg.airflow: 147 CFM V F:\...\2405 Glenn Rd_09222019.rh9 Sunday, September 22, 2019, 8:54 AM •Rhvac-Residential-&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq,SeMce =. ACCA Manual DJS Islip Terrace. NY 11752` Page 9 E ui ment Data - S stem'2 - 9st.door - 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: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 17,425 Btuh, Lat. gain: 3,882 Btuh, Sen. loss: 28,599 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: 750 CFM, Req. htg. airflow: 336 CFM F:1...\2405 Glenn Rd 09222019.rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential.&Light Commercial HVAC Loads Elite Software-Development,Inc. Energy Rating Service �ACCA Manual DJS [slit)Tenace NY 11752 _ Page 10 Manual-S Pe —r' mance Data -'S stem I - 2nd-Floor Cooling Loads and Desi- n Conditions Outdoor Dry Bulb: 83 Sensible Gain: 10,654 Outdoor Wet Bulb: 71 Latent Gain: 543 Indoor Dry Bulb: 75 Total Gain: 11,197 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 EDB Total Power 75.1 °F EWB Air Flow ODB� Capacity Input °F CFM °F paciBtuh Sensible SIT Capacity MBtuh 62. 60 83 18- 1.84 0.75 13. Interpolation Results: Percent Load of Load Sensible Capacity: 13,500 10,654 127% Latent Capacity: 4,500 543 829% Total Capacity: 18,000 11,197 161% Power Input: 1.84 This system's equipment was selected in accordance with ACCA Manual S. F:\...\2405 Glenn Rd_09222019.rh9 Sunday, September 22, 2019, 8:54 AM Rhvac-Residential&Light Commercial HVAC.Loads Elite Software Development,Inc. Energy Ratirip Service ACCA Manual DJS Islip Terrace Y 11752 Pae 11' Manual-S_Performance Data - �Ssfem 2'- 18t Floor Coolinq Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 17,425 Outdoor Wet Bulb: 71 Latent Gain: 3,882 Indoor Dry Bulb: 75 Total Gain: 21,306 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 7I °F -F CFM o f Capacity Input Sensible MBtuh kW S/T Capacity MBtuh 63. 1801-831 24` 1.64' 0.771 18. Interpolation Results: Percent Low of Load Sensible Capacity: 18,500 17,425 106% Latent Capacity: 5,500 3,882 142% Total Capacity: 24,000 21,306 113% Power Input: 1.64 This system's equipment was selected in accordance with ACCA Manual S. F:\...\2405 Glenn Rd 09222019.rh9 Sunday, September 22, 2019, 8:54 AM T FIELD INSPECTION REPORT I DATE COMMENTS ♦ l 6 +� ) Gr� j s� FOUNDATION(1ST) (o (m� I � 0 ------------------------------------ � S � FOUNDATION (2ND) z o ovm-Ovk6twk ROUGH FRAMING& tr y B PLUMBING YAM S CAr INSULATION PER N.Y. H STATE ENERGY CODE 0 v FINAL, ADDITIONAL COMMENTS 149 n 1 0 Z aAAp .4ff am v r� 0 z a x ® t� 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followm ,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ✓ Survey Southoldtownny.gov PERMIT NO. ( Check i✓ Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: (� Approved ,20A Mail to: 1C v4H Disapproved a/c 13Go ; Li V)j eVJ 64e w So mho I l /� 11911 Phone: -Q d �Z Expiration , rr t t Bu m rispector APPLICATION FOR BUILDING PERMIT SEP 2 3 SO Date , 20A9_ INSTRUCTIONS 4T ,11Gs 1I � T. II af 1�a a a i,4k� � 5,,be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate p of 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 Pen-nit 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. (Si ature of app scant or name,if a corporation) -.°7 se-.-SMG f� �� ►�� l (bailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Cine 1 �cz Name of owner of premises k — yyo J'C �Q r_t-7-2 (As on the tax roll or latest deed) If applicant is a corporatiori,dsignature g,f,duly authorized officer (Name and title of'corporate officer) Builders License No. 7 Plumbers License No. Electricians License No.—W F Other Trade's License No. 1. Loc tion of land on 1�ich proposed work will be done- '4o Number Street Hamlet County Tax Map No. 1000 Section Block Lot t� v( 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 V ft C ri& C sA I b. Intended use and occupancy \,) �-2 /)wl• V�a -•Pl -,v 3. Nature of work(check which applicable): New Building �V�_Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ®� Fee (To be paid on filing this a plication) 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. X5,1 2r, =✓� 7. Dimensions of existing strictures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or d i i s: Front Rear Depth Height Number of Stories, . � If / 8. Dimensions of entire nw construction: Front �� Rear 6- Depth �T/ Height '�� n Number of Stories_ . Io�9. Size of lot: Front Rear � Depth vN� � 10. Date of Purchase J 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 V 13. Will lot be re-graded? YES �/NO Will excess fill be removed from premises?YES NO '`" 14. Names of Owner of premises k-•"1' �uA�`�- �Z�ddress a� �te Phone No. �- Name of Architect u NA e,l 16(I4 00,0!1 Address /�tS') Ao q fL-. Phone No (o )— 31 Name of Contractor SL_,cy CgznS art P-,. Address 13(.f WaT t Phone No. Sc...��ot 1 A-)I k ig 1S 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t� * 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 Ll / * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s lie is the applicant U� (Name of individual signing contract) above named, GONNIE iAUH Notary Public,State of New-York No,011306165650 (S)He is the Oualftd In Suf olla 060M, (Contractor,Agent, Corporate Officer, etc.) .00tvdM19,61on 1~Xp1PWS A"l 14,2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ?) day o 20� Notary Publici e of Applicant J pF SO!/r�o � !o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 '� a COUNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD September 3, 2019 To: Paul Davey(Coruzzi) 2405 Glenn Road Southold, NY 11971 RE: SCTM#78.-1-32—Coruzzi, determination of merger request Mr. McLaughlin: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (63 1) 765-1802. Respectfully Yours, Damon Pe a lis, aminer Scott A. Russell °su p STOIKIMI��`�ATIEIR� SUPERVISOR � z MCA\,N A(Gi1EM1ENT SOUT)-)OI.DTOWN HAI..L-P.O.Box 1179 06. C Town of Southold 53095 Main Road-SOLTMOLD,NEW YORK 11971 O� CHAPTER 236 - STOIUMWATER N NAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIB PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL'MAT APPLY) Yes No ❑"A.-Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0'13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E1 2f G. Site preparation on slopes which exceed 10 feetvertical rise to 100 feet of horizontal distance. []jXfD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. j� 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 Name, Signature, Contact Informatlon, Date & County Tax Map Number! Cbapter 236 does not apply to your project. If you answered YES to one or mole of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department with-your Building Permit Application_ S.C.T.M. #: 1000 Date APPLICANT: (Property Owner,Design Professional Agent.Contractor.Other) D)strtct NAME ` Section Block Lot ,t �.� "" FOR BUILDING DEPARTMENT USE ONLY"may Contact Information rtkye�`m t Reviewed By: — — — — — — — — — — — — — — — — Date- Property ate:Pro ert Addreas/Location of Construction Work: Approved for processing Building Permit_ — — — — �� n d Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required_ (Forward to Engineering Department for Review_) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.": 1000 (Z' Stormwater �. CHAPTER 236 (Property Owner,Design Professional,Agent,COMTACtOr,Other) —6.vKT Stormwater Management Control Plan CHECK LIST NAM ; �(,fsection Block Lot "' z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. "" ""` The applicant must provide a Complete Explanation and/or Reason for not providing Date: � � * PP P P P P g �� d '�� ej ele� all Information that has been Required by the following Checklist! gna ma T.Wpho rlum4„ 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §286-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2•Intervals) g. Location of all existing & proposed structures,roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. 7 Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. 11 M 11 C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e,g, infiltration basins,swales,etc.) r FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. eviewed & 1Stormwater Management Control Plan is Not Complete. pproved By: — — Stormwater Management Control Plan is Complete. ! SMCP has been approved by the Engineering Department. Date: r FORM SWCP Check List-TOS MAY 2014 I af SIyDop a � i Tows Hall Annex Telephone(631)765-1842 „+ 54375 Main Road 9g P.O.Box 1179CO2 a 621)7,��G1 (t�� ': �''� la rrichertCclov�m sa a Sowhold,NY 119714959 ' ,UI.,3 r�S�U�II�.,I�DTIN^G D�vEY�A�R�'T�MENrT� iOr71�1 VF SOU iHOLD APPLICATION FOR ELECTRICAL INSPECTION - :&0 REQUESTED BY: Date: 3 ' i Company Name: Ppb kt� o/_e�/�G i Name: License No.: Address: v (3 / /� n • gyp, -70L}'✓,Qs�` �b J-^ ) hone No.: 31 b b 3 T3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: �w iii A96 No.: '!!L6 zo y Permit No.: Tax-Map District: 4000 Section: 7 YBlock: Lot: * RIEF DESCRIPTION OF WORK(Please Print Clearly) Wtease Circle All That Apply) Is job ready for inspection: YES/ Rough In Final ( *Do.you need a Temp Certificate: 691 NO l& I Temp Irformadon(N needed) *Service Size: ha 312hase 100 150 20 & 300 350 . 4ao Other *New,Service: Re-connect Underground um r o e Ghangq e#Service erfi Additional Information: PAYMENT DUE WITH APPUCATION P a6 b - 536 ,8241wluest for Inspection Form " �1 �SufF01 ��p COGy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD am - • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4j01 dao`' Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # -7 Date 2020 Customer Name Cie Id. L 11 1A Electrician Name Lp� f P c' Address Phone e-mail -e-mail Phone Mt � � License# `� Size 17—&CI A 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 lid for 90 days om to above. Authorized by �o\OS�FEOI�CpGy BUILDING DEPARTMENT-Electrical Inspector !1 TOWN OF SOUTHOLD aTelephone Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 (631) 765-1802-FAX(631) 765-95 2 Temporary Certificate # Date (� 2020 Customer Name AA Electrician Name U Cr r,` C/ Address 2 C55 Phone1 6 ?j e-mail iqe-mail Phone (� '�y ��2 License# 67 t Size 2dd A 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 veritication is id for 9 m the da above. Authorized by �'�-- 7y f'��I -o�S�3 G Town Hag Annex 54375 Main Rodd Telephone(631)765-1802 ' P.0�,Bom 1179 So�hold,'1vY 11971-059lro er riche s _ 1, n . BUMDjNG rF.•OW14 Q— P,A7LY•,L �F- APPLiCATION x ., Y 3 "FOR ELEC `RICAL INSPECTinm G REQUESTED'BY _ = r pall `Game: Date: �b ► i Y lL�ce�ISe Na• • �- - C.R` /y�`�L- //��J/'�� t .XF - -- . � � , S.11066 N -- �v �%5k ..° �.t �� a� ••� �J� �:. _ '1 � 'cam 0. POSITEz IwFbRMATJ0' • F * to. ,#! a me: ///.Jam/ r 1y-� 31 'q /! D I }@+[+OSS �+�.,e _ -� PiIt Tex Map Distridt 5 'Block: " 'RIFF DESI;Rt _. r ------ :;, l�nt: gTION OF W RK(�'Iease flri -t = Gleamy) (Please Circle Alt ThatApply) *18 Job ready for inspection: / *00-Do�you need a Temp Certificate: YES Rough In Final • l NO v 6 3) Temp Information(1f.needed) *SeMce Size: 3Phase 100 150 ® S00 350 . 400i New Setvlce: Vie-conned Underground_ um er o �ha e rige of SeniK,�e Other 4dditional Information: PA ENT l ' 5�3 e g24Zeyuest for tnspedlon Farm - vi PERMIT# Al ress: � 1� ► l ��I ' Switches i 4 Outlets GFI's SurfaEe 6 I y Sconces H H's UC Lts Fans I Fridge I HW Exhaust l Oven (�� Dryer I 5� SmokeslI DW ` Service`s;l - I� u Carbon Micro Generator f - � -- - --- -- --- -- --- Combo `77 Cooktop Transfer AC 1� AH Mini Specialt'd's- , Kl( Comments r r `- /� �/ " SutrFo��k�oa , Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O. Box 1179 coo ' Southold, NY 11,971-0959 „_ Q • BUILDING:-DEPARTMENT ROTlCE OF UTILIZATION OF-TRUSS TYPE P-.`CONSTRU_CTION PRE-ENOINEEREQ. WOOD CONSTRUCTION ANDIOR_TIMBER CONSTRUCTIOWK:�:�: _,, 'Y L&a' ti6h of Property: P,lekase:take otice that-the.(6-eck,appl_i`6&4 line) `^ New rommereial'�orresidential structure: • `At,/-n'. >. r`y,s ,'Ht' ,.•tt.r u-v;,` .YFa,f 4, �'F commercial or Addition t -birstin`g . .. y rc, .a a, Y, .yam �: �;'„• a }.. , { °�`Rehabili tfibnwto an existing;commercial or re`sident'ial structure; 1Y°.,.Y�• � ':$ti•,,,: n. =:~ 2 ;:'°.ti"f"i;t`:'^s ' 'Y at�:.�s„ :�;4 td. be coiistrW55dd,;or performed at the subject property ref erence"abovd.4- loll'ufilize (check applictale,lie): 6 :'' t .r, Trusstypem:construction (TT) Pre-engtrieered:woad-construction (F,, ' Y Timber con"s'tri fiction://TC j a , in the following location(s) (check ap'plica(il'e=line): ,t - Floor framing, including girders and beams (F) Roof framing Floor a d roof framing (FR,), Signature: n tName (person submitting for form): - ��l-1 L __ �`i7 Ve"11 - � - ,_. Capacity(check applicable line): -" wner - �OWn&representative - -" TrussRegl5.docz Effective-1/1/2015 {, I S.C.T.M. NO. DISTRICT: 1000 SEC11ON: 78 BLOCK: 1 LOT(S):32 DRAINAGE CALCULATIONS: 50'MIN. A) DWELLING FOOTPRINT-1,718 SQ.FT. SEDIMENT ON SITE 1,718 x 0.166-285.2 <286Gf REQUIRED DWELLINGS / (2) WDLA x 7' DEEP DRYWELL-310Df PROVIDED HAY BAIL AND/OR W/PUBUC WATER B) DRIVEWAY-1,372 SOFT. SILT FENCING 150' 1,372 x\ 0.166= 228Cf\ LAND N/F OF (1) 8'DIA x 6' DEEP DRYWELL® 2650(PROVIDED 2 \ \ JON BAXENDALE r o_. : `mac y'1�c, z DWELLING N7j o�2 n WOVER V1 0, 50 N EL 17.1 20 o , ✓Q . /Q . LU 0 CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A PLL TO 18' (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. 781 TYPICAL ORYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 16 \ G•SLAB FOR NDN-mArM eFVwNc V slAe FOR TRAFFIC BEAM WAW Dun ,,(•, APPROVED DDFT PIPE GIST IRON FRAME AND APPROVED OUTLET MW KIN.4'DLI COVER 70 GRADE TO�R PRT;w I/ayr PIICIIEU I�%�. SILT FENC PROPOSED V ® =000 0❑0 OF DISTUR--- f ❑ EN❑ o ------ -- ----14--��` N PROPOSED �� PROPOSED SOIL GRADING �+ j STOCK PILE AREA 1 / I I a / LL i 14 O W i IL m 14 O 3' MIN. 8' 0 COLLAR z jci J BACK FlLL MATERIAL TO BE CLEAN SAND AND GRAVEL EL(12.5) :•:::13:g N LL TVFICAL su U Fz {:'• . .......: .3': : (12.5) U Z SCREEN SECTION Q_' W iq'.:::•:• '.:. it O i� GEOTExNLE FABRIC O '.:..: . :::'.• z SUPPORT POSTS .. QQ a :::PROPBSED': •: ":' d J ryj WOOD OR METAL DWEWNGS 0� ;:;:;: 2 STORY:.: : W Vl FLAW DIRECTION 4 BEDROOM ?+ W/PUB �WATER p ' 4.3: .::::...": Q EXCAVATED AND ISO PROPOSED ::'.;;.. .. 12 BAcxFUm LTRENCH DRIVEWAY o:: ::::::':i:: .: : ::::is DWELLINGS 12 : :::: '.:::...::'i:..' W/PUBUC WATER EXISTING GROUND N: .' GABA ':: 28.3'=:•:$:....; W 150' GF(1 .8):::' .ED. 34.2' o } — 34.2' 111.7" "13.3':'d WOOD. OR 9 — CONCRETE WASH OUT AREA EL(12.3) EL(11.5) M BED OF PROPOSED DRIVEWAY. 1.250 GALMS.T, c I DRY WELL (5)8'DKx3'DEEP L.P. 8'DAc7'DEEP EXP 8'MIN 10'MINLP =i EXP LP cq STAGIINNGEDAREA ' LP &j C) AND CONSTRUCTION _ 414ENTRANCE j \I DRY WELL Ir al 10 236.9' 1p G R - 1 8'DAB'OEEP SILT FENCE 120:00' N 87 30'00"E EDGE OF PAVEAAENr I -mom CODRTy DEFT `ll -mv OF AL' SERVICES �. MT VCR Op Cop MIR A GLENN . ROAD lis- DWELLINGS A - W/PUB5 WATER 150' APPROVED - A = - - i 1l TVI DED ®u IK001HAS C.I. LOCKING WEST CREEK OR � COVER TO GRADE (11.2) FINISH GRADE 1 MMES E�,�� ®M DAA OF f�I�C�.®Vt�a � z � 1'MIN-2'MAX tFON O"MIT. 6'COVER ELEV. 10.8 INVERT) VERT (9.7) pLOR BROWN 1.0'(10.7) (10.3) INR I(�,T DY LOAM TYPICAL CLEAN OUT Ftpyy 8'0 3' COLLAR SM LOAMY SAND 1.8' SLATE OR BAFFLE MI POOL CLEAN _ STOPPER END 2'-8„ SAND 3,COARS& SUITABLE COVE OR PLUG TANK 3'MIN GRAVEL BROWN lop MEDIUM ' SP SAND 6 3, USE 4" DIA. APPROVED SEWER PIPE 8c VEL 1250 GAL. PRECAST S.T. (6.7) GRA 30' ELBOW 60' WYE FLOOD ZONE X WATER EL 1.7 WATER EL 1.7 WATER IN ZONED R-40 BROWN 6.0' FLOW-�' NON—CONFORMING LOT MSD FRONT YARD: 40'MIN & THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50'MIN GRAVEL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 15'MIN 35'TOTAL JULY 21, 2019 AND OR DATA OBTAINED FROM OTHERS. AREA:21,449.21 SQ.FT. or 0.49 ACRES K. WOYCHUK LS ELEVATION DATUM: NAVD88___�___�_�_�� UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 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 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINER TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDEDIOR UNRE ORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 28X 1 CERTIFIED TO: SLIGO CONSTRUCTION; MAP ORWEST CREEK ESTATE VA FILED: AUGUST 19, 1963 No. 3848 C;d� 1 SITUATED AT: SOUTHOLD � TOWN OF:SOUTHOLD _- KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design _ P.O. Bog 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE #19-106 SCALE:1"=30' DATE: JUOI�` 2019 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Voychuk LHA L S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 1 LOT(S):32 DRAINAGE CALCULATIONS: 50'MIN. A) DWELLING FOOTPRINT-1,718 SQ.Ff. SEDIMENT ON SITE 1,718 x 0.166285.2 < 286d REQUIRED DWELLINGS (2) 8'DIA x 7' DEEP DRYWELL-310Of PROVIDED HAY BAIL AND/OR W/PUBLIC WATER SILT FENCING 150' / B) 1.372nRIvEx 0.1665 24761 1,372 x 0.168= 247cf \ LAND N/F OF (1) 8'DIA x 6' DEEP DRYWELL=265Of PROVIDED \ \ JON BAXENDALE r ��°qr DWELLING 3 NQ. WWATER y` y /WELL 7j o� OVER 150' o T �_�0`2 N EL 17.1 220" rr wo 'Z� Q� WK. CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED w .3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA PLL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. \ �2�-281 o TYPICAL DRYWELL CROSS SECTION ~ (CONC. PRECAST COMPONENTS) 16 0'SLAB FOR NGN-TRAM REARING e•SUB FOR TRAFFIC REARING 16 TIO UTY APPROVED INLET PIPE CAST IRON FRAW AND APPROVED OUTLET PIPE UK 4'DIA COVER TO GRADE TO E7fPANSION RINGS PBpDD i/R'/1' CH 4'8' SILT FENCE PTTCFm 1/8%1' PROPOSED LIMIT ® 0❑❑ OF DIR STUBANCE t 4 --- ---------- - - GRADING 0 ED U /PROPOSED SOIL \ / STOCK PILE AREA In'\Cv Ln ; Ot / 1 W WO W Do 14 a 3'MIN. �- 8' --� Z Y \\ J LAR BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL Z (12.5) FOUNDATION \\\ LL p U_ S v LOCATION a \ DRY WELL JAN. 08, 2020 N \8'DIAx7'DEEP LL TYPICAL SILT TFND EL 15.9 C Wo Z a SCREEN SECTION PROPOSED \��i Z GEOTExnLE FABRIC DRIVEWAY 26.3' / F SUPPORT POSTS O / g WOOD OR METAL DWELLINGS 26.3' / 34.2' G, _ C FLOW DIRECTION /. VERED W/PUBLIC WATER p , 0 13.3' PORCii i Q 150' col) 34. 11.7' . 12EXCAVATED AND (12.3 BACIIIII-LED TRENCH 12---,, I (12.0) W/PUYIELIC GS WATER EXISTING GROUND W '' 150' - 00 �ti r CONCRETE WASH OUT AREA 4 BEDROOMS 10'WPI I +�pIII IN BED OF PROPOSED DRIVEWAY. 1,250 GAL S.T. i 0 ' SMIMMUN LP (5)8'DIAx3'DEEP LP. 2 EXP �j O� EXP LP LP PROPOSEDSTAG3I (NG AREACONSTRUCTION . LP LP d AND 1% : a ! 2 EN36.9' DRY WELL ENTRANCE '-'.%BDIAx DEEP SILT FENCE 1 -- - - - - - ! - 120.00, N 87 30'00"E j J! _••-•.-.•-). EDGE OF PAVEMENT ..- GLENN ROAD /•,; IJ In DWELLINGS W/PUBLIC WATER 11 I 9 WEST CREEK ��i� �' 4 JAN 1 6 2020 C.I. LOCKING �,/� Y COVER 70 GRADE vy 1 (11.2) FINISH GRADE y,,J.�i �. j L IT 1. t'MIN-2'MAX 12. 1/4"-FT. 0'M► 1/8„-FT. 10 v'v� 6 COVER 6 COVER ELEV. 10.8 6' SLAB INVERT- s VERT^ (9.7) OL DR BROWN iv (10.9) (10.4) IN 9j IN V,RT SANDY LOAM TYPICAL CLEAN OUT FOUNDATION FLOW 810 3' COLLAR SM BROWN 1.8' SLATE OR WALL BAFFLE MI . POOL CLEAN _ STOPPER END 3'COARSE SUITABLE COVE OR PLUG 2'-8” SAND & TANK 3'MIN GRAVEL BROWN MEDIUM SP SAND 6.3' USE 4" DIA. APPROVED SEWER PIPE 1250 GAL. PRECAST S.T. GRAIL z (6.7) T30' ELBOW WYE FLOOD ZONE X ro WATER EL 1.7 WATER EL 1.7 WATER IN ZONED R-40 BROWN NON—CONFORMING LOT MEDIUM 6.0' FLOW-� FRONT YARD: 40'MIN &D THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50'MIN I GRAVEL LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS SIDE YARD: 15'MIN 35'TOTAL FOUNDATION LOC. 01-08-20 JULY 21, 2019 AND OR DATA OBTAINED FROM OTHERS. AREA:21,449.21 SQ.FT. or 0.49 ACRES REVISED 01-05-20 K. WOYCHUK LS ELEVATION DATUM. NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE 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 INDICA7FD HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LIS71 D HEREON, AND TO 77-IE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE 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 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 77-1E TIME OF SURVEY SURVEY OR LOT 28 CERTIFIED TO: SLIGO CONSTRUCTION; MAP ORWEST CREEK ESTATE FILED:AUGUST 19, 1963 No. 3848 SITUATED AT: SOUTHOLD 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 FILE #19-106 SCALE:1"=30' DATE: JUNE 21, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 1 LOT(S):32 F COUNTY DEPARTMENT OF HEALTH SERVICES ROVAL OF CC>►I TRIJCTED WORKS FORA SINGLE Fir' -t-Y RESIDENCE 1 9 2020 H.O.Ref.No. / The selvage disposal and inter supply iaMes at this Io 1011 have been IngWC%d and/or cedwied by this Depa"I or other agencies and found to LAND N/F OF be satisfactory FOR A MAXIMUM&, &L_ BEDROOMS. � ' ` \ FENCE o/L JON SAXENDALE 0.2'W 3.5'S 420 Craig Knepper, P.E,, Chief 1.5'W EL 17.1 IIrMaLlagement �t X24.78, o STK FENCE 0/L `\ _ � AUG �� - 2020 N ]BUILDING DEPT. W y nVni,1,1 a r EL 14.0L4L13L1 lL 2bi-8.2' EL 13.8 O ZY 0.6'W Z� " . .. .. z �. . ........ : DRY WELLv s v : :::2"STY"FRM..•:•.i 8'DIAV'DEEP O W 17.0':.. C1 ; ) z a O RCA DRNEWAYOp imo�i"::::•:•:'•:G"A'RA'G•E••..:.::I':.:•.:: " :.::•:::::.:... z 3$ BASE GF 14.2 ' S WOOD POE CH..'.. 34.2 34.1 , 17' ' EL 13.0 ''^^ SLATE WALK 1,2,1 4 BEDROOMS \\\ \tel`. S.T. o M 1,250 GAL S.T. 4' 1 (5)8'DIAx3'DEEP L.P.�\ 39 m \t; 100 Z oO —_ - - � � LP A M.P.D.P: -- -- - -- - ___ _�O=- -- - -- - - LP Lp � 236.9' 1 DRY WELL I 5M. STK. D / _i 8'DLUS'DEEP _ W.M. 120.00' u.Ppl N 87030'00"E j llu.P. — —I.......... DGE OF PAVEMENT ..... �..—..—..—......-.....�. — .—..— .—..—.N —. GLENN ROAD i WEST CREEK DRAINAGE CALCULATIONS: A) DWELLING FOOTPRINT=1,718 SQ.FT. 1,718 x 0.166=285.2 < 286cf REQUIRED (2) WDIA x 7' DEEP DRYWELL=310cf PROVIDED 8) DRIVEWAY=1,485 SQ.Ff. FLOOD ZONE X 1,372 x 0.166= 247cf ZONED R-40 (1) B'DIA x 6' DEEP DRYWELL= 265cf PROVIDED NON—CONFORMING LOT FRONT YARD: 40'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50'MIN FINAL SURVEY 07-28-20 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 15'MIN 35'TOTAL FOUNDATION LOC. 01-08-20 AND OR DATA OBTAINED FROM OTHERS. AREA:21,449.21 SQ.FT. or 0.49 ACRES REVISED 01-05-20 ELEVAT70N DATUM. NAVD88__Y UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPOWINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCnIRES RECO'#= OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 28 RI ' CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF:WEST CREEK ESTATE A FILED: AUGUST 19, 1963 No. 3848 SITUATED AT: SOUTHOLD T TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKProfessional Land Surveying and Design + / P.O. Box 153 Aquebogue, New York 11931 FILE #19-106 SCALE:1"=30' DATE: JUNE 21, 2019 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woycbuk F s i.abor.SS ffo11�County Dept.of censW9 4 Consumer Affairs HOME IMPROVEMENT LICENSE ' Name PAUL J DAVEY This certifies the Business Name bearer Is dWylicensed SLIGO CONSTRUCTION CORP by the County of suffolk License Number:H-29373 Frn.,k.Narc4lf;, Issued: 08/22{2001 Commissioner Expires: 08101/2021 I AC4�>RIDO CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 09/06/2019 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME* Lisamarle Labozetta Aspen Agency Inc PHONE FAX 191 Ronkonkoma Ave I H: 631-471-7575 AIC No:(631)389-2439 nolss: Iisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co INSURED INSURER B: Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURERD: Southold, NY 11971 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 00000000.545071 REVISION NUMBER: 15 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. ILTR TYPE OF INSURANCE imsa wyn SUER POLICY NUMBER POLICY EFF YYYYI POLICY EXP NYM LIMITS A X COMMERCIAL GENERAL LIABILITY GL2018RLH00549 10115/2018 10/1512019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I X1 OCCUR PREMISES Ea occurrence $ 100.000 X Primary Non-Contrib MED EXP(Anyone 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�JEOT EILOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER, $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY AUTOS ONLY AUTOS (Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I RETENTION $ WORKERS COMPENSATION PERO H- AND EMPLOYERS'LIABILITY YIN STATUTEER ANY PROPRIETORIPARTNERIEXECUTNE OFFICERIMEMBER EXCLUDED? E-1NIAEl EACH ACCIDENT $ (Mandatory In NH) E L.DISEASE-EA EMPLOYE S If yas,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS]LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 ARI P/RESENTATIVE 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 September 06,2019 at 02:56PM 4 Pv-,4i ,CA s �rr JAN - 7 2020 � TT/fj �v �vk 56RS,� J ed scj C/ ctj � C) _a FEB — 3 2020 , y ®�aOF SO(/l�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ l�coUff",a BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD Glen Road Tackle Inc 43 Schneider Ln Hauppauge, NY 11788 Re: Picture of Energy Efficient Certificate @ Panel i e i ed. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate.1�6� q--/—gyp Energy est esults and Manuals J & S. e inaf� 'ye with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44241-Z New Dwelling NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE O. •D ^A^^A^ 582445685 ' SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY �c• . 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 A60REP CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY) 116� 1 09/06/2019 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: N 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: LlSamarie Lab02eSa Aspen Agency Inc pHONN Ext: 631-471-7575 Fax 191 Ronkonkoma Ave E-MAIL IUC No:(631)389-2439 Ronkonkoma, NY 11779 ADDRESS: lila@aspen-ny.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co INSURED INSURER B Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURER D; Southold, NY 11971 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 00000000-645071 REVISION NUMBER: 15 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. INTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MM/DDnFYM (MMfDDNM LIMITS A X COMMERCIAL GENERAL LIABILITY GL2018RLHOO549 10/15/2018 10/15/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE To RENTE15- PREM SES Me occurrence $ 100,000 X Primary Non-Contrib 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❑JECT F]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER* $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Par accident) $ UMBRELLA LIAB; HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETORIPARTNER/EXECUTIVE E.L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatory In NH) E.L DISEASE-EA EMPLOYE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTIi0R�ENTAnVE / us ©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 September 06,2019 at 02:56PM -" Suffolk County Dept,of Labor,Licensing 8-Consumer Affairs HOME IMPROVEMENT LICENSE t e, Name PAUL J DAVEY This certifies that the Business Name bearer is duly licensed SLIGO CONSTRUCTION CORP by the County of suffolk License Number:H-29373 Fra*tk�NardtU, Issued: 08/22/2001 Commissioner Expires: 08/01/2021 t r REScheck Software Version 4.6.5 LNf I Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,571 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 9.3%Better Than Code Maximum UA: 396 Your UA: 359 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. Perimeter Floor 1:All-Wood Joistfrruss:Over Outside Air 403 30.0 0.0 0.033 13 Comment: Master Bedroom,WIC,20P-30 Ceiling 1: Flat Ceiling or Scissor Truss 403 19.0 19.0 0.026 10 Comment: Master Bedroom,WIC, 16B-38 Ceiling 2: Flat Ceiling or Scissor Truss 78 19.0 19.0 0.026 2 Comment: Master Bath, 16B-38 Skylight 1:Wood Frame:Double Pane with Low-E 9 0.500 5 SHGC: 0.36 Comment: Master Bath, 8E05-sai Ceiling 3: Flat Ceiling or Scissor Truss 160 19.0 19.0 0.026 4 Comment: Bedroom Back Right, 16B-38 Ceiling 4: Fiat Ceiling or Scissor Truss 106 19.0 19.0 0.026 3 Comment: Bedroom Back Right, 16C-30 Ceiling 5: Flat Ceiling or Scissor Truss 253 19.0 19.0 0.026 7 Comment: Bedroom Front Right, 16B-38 Ceiling 6: Flat Ceiling or Scissor Truss 202 19.0 19.0 0.026 5 Comment: Computer Room, Hall, 16B-38 Ceiling 7: Flat Ceiling or Scissor Truss 19 19.0 19.0 0.026 0 Comment: Computer Room, Hall, 16B-38 Ceiling 8: Flat Ceiling or Scissor Truss 53 19.0 19.0 0.026 1 Comment: Hall Bath, 16B-38 Ceiling 9: Flat Ceiling or Scissor Truss 76 19.0 19.0 0.026 2 Comment: 1st Floor Bedroom, Bath, 16B-38 Wall 1:Wood Frame, 16" D.C. 112 15.0 5.0 0.053 4 Comment: Master Bedroom,WIC, 12D-5sw Project Title: Report date: 09/22/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd 09222019.rck Page 1 of11 AsserrO)ly. Window 1: Other 29 0.320 9 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 14 0.320 4 SHGC: 0.29 Comment:Master Bedroom,WIC, U:0.32, SHGC:0.29 Wall 3: Wood Frame, 16" o.c. 80 15.0 5.0 0.053 4 Comment: Master Bath, 12D-5sw Window 3: Other 5 0.320 2 SHGC: 0.29 Comment: Master Bath, U:0.32, SHGC:0.29 Wall 4: Wood Frame, 16" o.c. 60 15.0 0.0 0.077 5 Comment: Bedroom Back Right, 12D-Osw Wall 5: Wood Frame, 16" o.c. 128 15.0 5.0 0.053 6 Comment: Bedroom Back Right, 12D-5sw Window 4: Other 17 0.320 5 SHGC: 0.29 Comment: Bedroom Back Right, 1-1:0.32, SHGC:0.29 Wall 6: Wood Frame, 16" o.c. 128 15.0 5.0 0.053 7 Comment: Bedroom Back Right, 12D-5sw Wall 7: Wood Frame, 16" o.c. 120 15.0 5.0 0.053 6 Comment: Bedroom Front Right, 12D-5sw Wall 8: Wood Frame, 16"o.c. 120 15.0 5.0 0.053 5 Comment: Bedroom Front Right, 12D-5sw Window 5: Other 29 0.320 9 SHGC: 0.29 Comment: Bedroom Front Right, U:0.32, SHGC:0.29 Wall 9: Wood Frame, 16"o.c. 88 15.0 5.0 0.053 3 Comment: Computer Room, Hall, 12D-5sw Window 6: Other 29 0.320 9 SHGC: 0.29 Comment: Computer Room, Hall, U:0.32, SHGC:0.29 Wall 10;Wood Frame, 16"o.c. 112 15.0 5.0 0.053 6 Comment: Hall Bath, 12D-5sw Window 7: Other 5 0.320 2 SHGC: 0.29 Comment: Hall Bath, U:,0.32, SHGC:0.29 Wall 11:Wood Frame, 16"o.c. 90 19.0 5.0 0.045 4 Comment: 1st Floor Bedroom, Bath, 12E-5sw Wall 12:Wood Frame, 16"o.c. 36 15.0 5.0 0.053 2 Comment: 1st Floor Bedroom, Bath, 12D-5sw Window 8: Other 6 0.320 2 SHGC: 0.29 Comment: 1st Floor Bedroom, Bath, U:0.32,SHGC:0.29 Wall 13:Wood Frame, 16"o.c. 54 15.0 5.0 0.053 3 Comment: 1st Floor Bedroom,Bath, 12D-5sw Wall 14:Wood Frame, 16"o.c. 216 15.0 5.0 0.053 10 Comment: 1st Floor Bedroom, Bath, 12D-5sw Window 9: Other 28 0.320 9 SHGC: 0.29 Comment: 1st Floor Bedroom, Bath, U:0.32,SHGC:0.29 Wall 15:Wood Frame, 16"o.c. 126 15.0 5.0 0.053 7 Comment: 1st Floor Bedroom, Bath, 12D-5sw Wall 16:Wood Frame, 16"o.c. 234 15.0 5.0 0.053 10 Comment: Kitchen, Dining, Living, 12D-5sw Window 10: Other 9 0.320 3 SHGC: 0.29 Comment: Kitchen, Dining, Living, U:0.32, SHGC:0.29 Project Title: Report date: 09/22/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd 09222019.rck Page 2 ofll Gross Area Cavity Cant. Assembly or a Perimeter Window 11:Other 43 0.320 14 SHGC: 0.29 Comment: Kitchen, Dining, Living, U:0.32, SHGC:0.29 Wall 17:Wood Frame, 16"o.c. 234 15.0 5.0 0.053 7 Comment: Kitchen, Dining,Living, 12D-5sw Window 12: Other 84 0.320 27 SHGC: 0.29 Comment: Kitchen, Dining, Living, U:0.32,SHGC:0.29 Door 1: Solid 21 0.390 8 Comment: Kitchen, Dining, Living, 11D Wall 18:Wood Frame, 16"o.c. , 288 15.0 5.0 0.053 15 Comment: Kitchen, Dining, Living, 12D-5sw Wall 19:Wood Frame, 16"o.c. 126 15.0 0.0 0.077 10 Comment: Kitchen, Dining, Living, 12D-0sw Wall 20:Wood Frame, 16"o.c. 171 15.0 5.0 0.053 9 Comment: Kitchen, Dining, Living, 12D-5sw Wall 21:Wood Frame. 16"o.c. 77 15.0 5.0 0.053 4 Comment: Kitchen, Dining, Living, 12D-5sw Basement Wall 1: Solid Concrete or Masonry 1,248 0.0 11.0 0.052 65 Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Comment: Basement, 15130-10sf-B 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 REScheckVersion 4.6.5 and to comply with the mandatory requirements hg;edt the R S eck Inspection Checklist. matthew Wahl, hers rater 2572845A Vwx 09/22/2019 Name-Title Signatufel Date Project Title: Report date: 09/22/19 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd_09222019.rck Page 3 of 11 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'V"erifled :.Pi° ' eld ifie ,Ver' d tlonlPlanR4'view�'==_� r. .,- •. , - .P.,,S �� ^Complies '°C®enmentsQPissu!Qii j tions^„ `t' 1 .SC 1t 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 ;documentation demonstrate q❑Does Not [PRIII energy code compliance for the =, , ,. ' ,.,a, :.r _ . ❑Not Observable :building envelope.Thermal t envelope represented on �,;°", r r., :u pIr" ~ L' w°'❑Not Applicable r�{e4'N,R 7.2 ��;1;'Ar %(s. :�'f F„n�"' .�A it'"C"y,,Y•,i 1 t ti t iconsrucon documents. t 1+ Jy. ;+{`�r;;Si^ A'4,n :n,�k+:,tshre�j�;tv., +-r9s�•^.i^,hq ` 103.1, Construction and drawings "; g ❑Complies Requirement will be met. 103.2, !documentation demonstrate .; ^' -rc ,'}` ❑Does Not 403.7 �ener code compliance for ";µ', .';,SI 9Y P ,.3{r ,,,..K� ,�`' `"^°,i4r,r„ "❑Not Observable [PR3] lighting and mechanical systems. .•;.c `��,�y �,; s,'' , ;Systems serving multiple T' '_'' `. i❑Not Applicable r ;dwelling units must demonstrate i w;.+a'.,yn;kY✓'"�°�t��,a,'y7�t.r.A,•''''t"�.�srr ;.H£'''i{+2; ;�.,4••'7,';�`sz'33;`, 1 !compliance with the IECC `:.s !Commercial Provisions. ,M;a. 302`vl ,w=kir,' Heating and cooling equipment is! Heating: Heating:° ;❑Complies ;Requirement will be met. 403J-'-",-4]. sized per ACCA Manual S based ! Btu/hr Btu/hr !❑Does Not f (PR21?.z7,Y;'1on loads calculated per ACCA ! ! I ! Cooling: Cooling: =❑Not Observable /," Manual J or other methods Btu/hr ! Btu/hr ! ;;',approved by the code official. !❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2: Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: Report date: 09/22/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd_09222019.rck Page 4 of11 ir - d- ia. �-�Cqmpl i. d G Ue", 402.1.1 ;Conditioned basement wall R- R- :LJComplies See the Envelope Assemblies [F0411 ;insulation R-value.Where interior: R- R- TIDoes Not :table for values. ;insulation is used,verification I ;may need to occur during ;E]Not Observable I Insulation Inspection. Not :E]Not Applicable 'required in warm-humid locations: ,in Climate Zone 3. 303.2 ;Conditioned basement wall ? I El C o rn p I i e s ;Requirement will be met. F0511 insulation installed per []Does Not manufacturer's instructions. 16 L_JNot Observable E]Not Applicable 402.2.9 :Conditioned basement wall ft ft ;E]Complies See the Envelope Assemblies F0611 :insulation depth of burial or ;E]Does Not :table for values. ;distance from top of wall. I I :E]Not Observable UNot Applicable ""[]Complies A protective covering is installed ;,V411N Requirement will be met. [F01,1,12 ,Oto protect exposed exterior I InDoes Not insulation and extends a 1,�4�.IE]Not Observable tt minimum of 6 in.below grade. I", -�p []Not Applicable Snow-and ice-melting system ElComplies ;Requirement will be met. controls installed. E]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 09/22/19 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd09222019.rck Page 5 ofll Data filename: FAEnergyRating 5ervce\#RennFiles\GUgm\24O5Glenn Rd\24OSGlenn Rd 09222019.pck Page 6ofIl YAb a' QVelhTduWrhfis6016iahs Ver fieri; "7M0 , § A07P" ion , water pipes are insulated to R- R-_ ;E]Complies ,,., Hot Requirement will be met. 2-R-3. :E]Does Not !E]Not Observable :IE]Not Applicable Automatic or gravity dampers are ElComplies ;Requirement will be met. installed on all outdoor air []Does Not ,'ri;Ulintakes and exhausts. M "4 ,[]Not Observable -.11vot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 ,medium impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 09/22/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd09222019.rck Page 7 ofIl e ton, Min V ffii Fie dXefflled,� • C oil -0 letlitst'A'Souniprions Val Vailue" All installed insulation is labeled Complies :Requirement will be met. or the installed R-values El Does Not provided. E]Not Observable ,:,[]Not Applicable 402.1.1, 1 Floor insulation R-value. R-- R- ;E]Complies sSee the Envelope Assemblies 402.2.6 E] Wood R Wood UlDoes Not table for values. [IN1]1 I E] Steel E] Steel ;F]Not Observable UNot Applicable 303.2 !Floor insulation installed per Complies :Requirement will be met. ! 402.2.7 ;manufacturer's instructions and FlDoes Not [IN2]1 ;in substantial contact with the E]Not Observable ;underside of the subf loor, or floor Jraming cavity insulation is inty ONot Applicable contact with the top side of !sheathing, or continuous !insulation is installed on the AA !underside of floor framing and :extends from the bottom to the 'top of all perimeter floor framing imembers. 0 402.1.1, :Wall insulation R-value. If this is a; R- R-_ !HComplies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the E] Wood 7 F-1 Wood ElDoes Not :table for values. 402.2.6 !wall insulation on the wall r-I mass mass ![]Not Observable I A L-J [IN3]1 !exterior,the exterior insulation requirement applies (FRIO). [-] Steel E] Steel UNot Applicable 1 303.2 ;Wall insulation is installed per ;Requirement will be met. EO]Complie [IN4]1 manufacturer's instructions. []Does Not Not Observable E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) =2 Medium Impact(Tier 2) -,.'3-,-1 Low Impact(Tier 3) Project Title: Report date: 09/22/19 Data filename: F:\Energy Rating Service\*Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd09222019.rck Page 8 ofIl , is e im a.0 IU 402.1.1, Ceiling insulation R-value. R- R._ ;,E:]Complies :See the Envelope Assemblies ;table for values. 402.2.1, F] Wood Wood �E]Does Not 402.2.2, Steel Steel E]Not Observable 402.2.6 303.1.1.1, ;,Ceiling insulation installed per !Requirement will be met. 303.2 manufacturer's instructions. [F12]1 Blown insulation marked every :300 ft2. 410.2�i 3 Vented attics with air permeable quirement will be met. insulation include baffle adjacent Does Not it a to soff' nd ea extends over insulation. able ,1, t Applicable 402.2.4 ;Attic access hatch and door R- R-_ ;LJComplies ;Requirement will be met. [F1311 insulation a:R-value of the UDoes Not ;adjacent assembly. :E]Not Observable :E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 1 ACH 50 ACH 50 ;E]Complies ;Requirement will be met. [FI1711 lach in Climate Zones 1-2, and :E]Does Not :E]Not Observable 'EINot Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ElComplies ;Requirement will be met. [F1411 cfm/100 ft2 across the system or :E]Does Not :handier@ 25 Pa. For rough-in ioNot Observable :tests,verification may need to ;E]Not Applicable ,occur during Framing Inspection. i 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 i[]Complies ;Requirement will be met. [F1271 determine air leakage with ft2 PDoes Not either: Rough-in test:Total leakage measured with a �[_]Not Observable ;pressure differential of 0.1 inch ENot Applicable �w.g.across the system including :the manufacturer's air handier ;enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch :w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 :Air handier leakage designated :Requirement will be met. F12411 !by manufacturer at<=21y( of ,,.[]Does Not !cIesign air flow. ONot Observable �JE]Not Applicable Elcomplies Requirement will be met. 40 Alf,�Z Programmable thermostats installed for control of primary I' LJDoes Not and heating and cooling systems E]Not Observable initially set by manufacturer to IDNot Applicable code specifications. -,IE]Complies ;Requirement will be met. 403.L� `�Jlleat pump thermostat installed on heat p Does Not ,'E]Not Observable EINot Applicable circulating service hot water "�,Elcomplies Requirement will be met. systems have automatic or Does Nor accessible manual controls. -J, -I]Not Observable 1 High Impact(Tier 1) m ed 1 u m Impact(Tier 2) k�]Low impact(Tier 3) J Project Title: Report date: 09/22/19 Data fUenanne: F:\EnergyRating Senvice\#RenmFi|es\S|iQo\34DSGlenn Rd\240SGlenn Rd 0922301A.rck Page gofIl , Project Title: Report date: 09/22/I9 qctlon-� C ts Fie dVifffie ii1e -4 4 Compliance certificate posted. ElComplies :Requirement will be met. E]Does Not 2 E]Not Observable IONot Applicable 303.3': , - Manufacturer manuals for "',"C',,E]Complies Requirement will be met. 11, ""MI, 'L8]i�'-,", mechanical and water heating dDDoes Not L 4 systems have been provided. EINot Observable EINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) �.3�-, ow Impact(Tier 3) Project Title: Report date: 09/22/19 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\2405 Glenn Rd\2405 Glenn Rd09222019.rck Page 11 ofIl NYSIF , New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE O. HE A A A A A A 582445685 ' SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY �i. .. 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:iA WW.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-25.3 JP Blower door AlP UED AS NOTED and ductwork DATE: `` testing required. FEE: 6— AY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO Y PM FOR THE FOLLOWING INSPEC?:ONS: Muggy provide Manuals 1. FOUNDATION - TWO REQUIRED P FOR POURED CONCRETE D9 r and S as per 2. 'ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS & PLUMBER CERTIFICATION ON LEAD,CONTENT BEFORE- 6H�H6tp$6�ff�P�idI ARD CERTIFICATE,OF OCCUPA�,.. S�?++9L�9vfPl�%I Fg SOLDER USED 1N WATER "" -- , SUPPLV S,�'STEM CANN0:' EX68ED 2110 OF I% LEAD PLU,MBJNC� OCCUPANCY OR AU--PLUMBING WASTE USE IS UNLAWFUL TEtTING BEFORE COVERING WITHOUT CERTIFICATE- 'DONOT PROCEED W ITH OF OCCUPANCY FFAMIING UNTIL SURVEY OF�FOUNDATION LOCATION NAS BEEN,APPROVED. DRAINAGE INSPECTIONS ARE REOUIRE17 All exterior lighting Contact TOS Engineering at 765.1550 before Backfill,OR Provide Engineer's Certification installed,replaced or that the drainage has been Installed to Code Tepaired shall conform to Chapter 172 of the Town Code NOTE: I. TO THE BEST OF MY KNOWLEDGE, BELIEF AVD PROFESSIONAL JUDGEMENT, THESE PLANS AND / OR SPECIFICATIONS ARE,IN COMPLIANCE WITH THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. 2. TH15 PROJECT SHALL COMPLY WITH THE MEGHANIGAL CODE OF NY. STATE, CHAPTERS 12 THROUGH 24. THE PLUMBIN5 CODE OF NY. STATE, CHAPTERS 25 THROUCI-I 32. THE ELECTRICAL CODE OF NY. STATE, CHAPTERS 53 THROUGH 42. 3. THE HEATING, DHH AND AIR CONDITONINC 5Y5TEM5 MUST MEET OR EXCEED THE SPECIFICATIONS GALLED OUT ON THE ENERGY STAR COMPLIANCE CERTIFICATE. 4. THE PROP05ED DHELLINC HAS BEEN DESIGNED TO BE IN GONFORMANGE WITH THE 2015 RESIDENTIAL CODE OF NEW YORK. 5. THI5 PROJECT GOMPLIE5 HITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, AND 201n UNIFORM CODE 5UPPLEMENT/2015 I.R.G AND ALL OTHER PUBLIGATION5 INGORPORATED BY REFERENCE IN Iq NYGRR PART 121q THROUGH 1227. a \ o 0 O O T � TLE 5 ; 1� 2- LE rA---,\ T ON5 z O F 0 U N : T ON L N � ETAL5 S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 1 LOT(S): 32 DRAINAGE A GE C LCULATIONS: r SEAL \\II':;; E 7 A I < A) DWELLING FOOTPRINT.2 < 2 SOB FT. D AR�,y DWELLINGS / (2)18'DIAOx16' DEEP2DRYWELL=310Lcf I RED PROVIDED H �� K.5 7 �= LOOR FL ,& W/PUBLIC WATER /S n 9 150' B) DRIVEWAY=1,372 SOFT. 0 E T A ( / 11) 8 x 0.166= 228cf Z 0 r7� F L O 0 I L A N T \� (1) 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED uj � / / \ LAND N/F OF ui \ JON BAXENDALE a / \ \ ETA I L5 \ p _ 9TF ??946�' yO� N W/WELLLWATER p O 'F NEW �j OVER 150' a rEL17.1 4220ff p p 0 CON Lu 3/4" FILL w :;) ETAL5 \` \ .1 X4,78, A. h \ R 5EAL I NO 1-H T L 5 16 €\ I\ ' I �\ `* I I `F I �� I O I `h _ �6 APPROVED INLET PAPE I � / MIN. 4" DIA. 17) ETAL5 SILT FENC / PITCHED 1/8%t' � eJ- PROPOSED LI T F; -- -- OF DIS--- - t --- `\ O -14- N r;Tt7A L O IL5 ^ PROPOSED M I �PRROPOSED SOIL � GRADING `� O // STOCK PILE AREA \ � 1 � CL 4 LL -j i' 14 1-- p o cr 1 Lil 1 Z Y 14 V 4 LCOLLAR ,(� 2tu wW \\ W J V zLL- J N EL(12.5) 13.61 U woOD of m _ STOOP LL- Q~ V _) z 26.3' EL(12.5) � OOf Lu u- 2 GE OL O n N PROPOSED W O w 2 STORY N = Q DWELLINGS W/PUBLIC WATER 114 FF. 4 BEDROOM 3 v+ FLOW DIREC „, 150' �! EXCA PROPOSED 12 BACKFILL 0 DRIVEWAY o DWELLINGS } 1- 12 W/PUBLIC WATER N G ARA 8E) 26.3' W 150' _ — — ° — '� 1COVERED 34.2 O l-1 i 1=1 l I V W } Q Z j 34.2' � 13.3' 10 WOOD PORC O _ _ 11.7' � -111-111—II 1-- EL(12.3 CLEAN O -I 11-I 11 111 CONCRETE WASH our AREA MZ Z ourZ EL (11.5) 4 BEDROOMS Lo _i_Ii.II ° 7- Q J IN BED OF PROPOSED DRIVEWAY. o O 1,250 GAL S.T. I DRY WELL J (5)8'DIAx3'DEEP L.P. 1 8'DIAx7'DEEP O Q = _ tL EXP LF B' MIN ^� 10' MIN ? Z t- r Qi o � O N4 EXP LP , m PROPOSED PSTANG AREA — ANDGICONST 041 L RUCTION 1P LP o I , —� ENTRANCE I'`\I DRY WELL SILT FENCE Q-I _ 10 236.9 1 0 d 10 GURAIN - 8 D Ax6 DEEP Q 1 120.00' —1 (3 M II 87 30 00 E EDGE OF PAVEMENT O O- - - / W GLENN ROAD Lu Z ® - µ ° --� - �- z ~ - z — N DWELLINGS j] O 0) -- - o W/PUBLIIICCWATER t" V CL O O v Q 1S PLOT PLAN 7 13 z m T wtu o 120.00' PHO NO PIORAMID LA 4 NOTE: , NOTE NOTENOTE NOTE NOTE TO THE BEST OF MY KNOWLEDGE, BELIEF AND EXTEND CHIMNEY NOTE: THE PROP05ED DWELLING HA5 BEEN ICE SHIELD TO EXTEND FROM PROFESSIONAL JUDGEMENT,THESE PLANS AND/ ALL LUMBER THAT COMES IN CONTACT WITH DESIGNED TO BE IN CONFORMANCE WITH THE ROOF EDGE TO A MIN. OF 24" THE HEATING, DHW AND AIR GONDITONING HEIGHT AS NOTED ON PLANS THI5 PROJECT SHALL GOMPLY WITH THE OR SPECIFICATIONS ARE IN GOMPLIANGE WITH CONCRETE SHALL BE A.G.Q. LUMBER. THE 2010 ENERGY CONSERVATION GON5TRUGTION GORE. IN51DE OF EXTERIOR WALL LINE SYSTEMS MUST MEET OR EXCEED THE MEGHANIGAL CODE OF NY. STATE, 2010 RE51DENTIAL GODE OF NEW YORK. 5PEGIFIGATION5 GALLED OUT ON THE ENERGY GHAPTER5 12 THROU6H 24. STAR GOMPLIANGE GERTIFIGATE. THE PLUMBIN6 CODE OF NY. STATE, GHAPTER5 25 THROUGH 32. THE ELEGTRIGAL GODE OF NY. STATE, CHAPTERS 33 THROUGH 42. ROOF OVER ROOF - 2" x 8" RIDGE CONTINUOUS RIDGE VENT QP Q GONTINUOU5 RIDGE VENT RIDGE HEIGHT GONTINUOU5 RIDGE VENT 2"x 8" 8001= RAFTERS Ib" O.G. 7 -------------- ----- 1/2" PLYWOOD SHEATHING #I5 FELT PROVIDE ICE SHIELD ASPHALT SHINGLES —12 ASPHALT g— SHINGLES ASPHALT SHINGLES (AS 5ELEGTED BY OWNER) 12 8 --------- -------------------- ------------- —ICE SHIELD- --------------------------------- Hill 11 111 ROOF OVER ROOF 2" x W RIDGE 1 1 GL6_HT ---- CONTINUOUS RIDGE VENT I' 2"x 8" ROOF RAFTERS @ lb" O.G. n WIN HT " 1/2" PLYWOOD 5HEATHING 1 --------- --- ---- #15 FELT ASPHALT SHINGLES PROVIDE ICE 5HIELD H L 1z r I N —12 12 ASPHAL ICE SHIELD ASPHALT -8 8 ------ -ASPHALT _____________ICE SHIELD __-_- __ASPHALT___________ -_SIN FLOOR SHINGLE ------- -------- ---------- - ---- ---------- ---- SHINGLES SHINGLES - ---- L 5IDIN z0 � GL6_HT _- 1 ' LL j II II II WIN_H_T__ CEDAR IMPRE5510N5 � 1 5E L cul ULt � L VINYL SIDING T ! - VINYL SIDING nailLill _ l v� j , 1� ---FIN FLOOR EV. 145 cS�j 02 g 46� OQ OF N -------------- ---- LLLIJI E7LATTICE WOR. . LATTICE WOR i2LATTICE WOR GRADE X X D GRADE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I 1u I I i I I I I I I I I I I I I I I I I I I I v 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------- -----------------------L,--------------------------- r---------- ---TL ----------------------------� F----- O 8 x I6 FTG.----I r----��----------------------------J7-- ,n L-------- 8 XIb FTG. ----------i-�------ �---�------------------------------��------------- ON ®NT Y TI®1�1 AR ELL T ATION Ix 4" ANCHORED"P SONNOO TUBE BELOW 6R ADE Q AND 4"-b" ABOVE GRADE L11 1/4"= 11- O" 1/411= I'- oil T_ v 1�- NOTE7 NOTE t- IGE SHIELD TO EXTEND FROM CONTINUOUS RIDGE VENT ALL LUMBER THAT GOME5 IN GONTAGT WITH ROOF EDGE TO A MIN. OF 24" GONGRETE SHALL BE A.G.Q. LUMBER. GONTINUOU5 RIDGE VENT INSIDE OF EXTERIOR WALL LINE tt} v m 12 12 ® Lu V_ ASPHALT= b b0000 . CONTINUOUS RIDGE VENT w " w tu 5HI N6LE5 O N U ICE SHIELD- -IGE SHIELD tu GLO_HT WIN HT oil----- -0>* VINYL 510IN6 VINYL 5I0IN Z O IL Ili } GONTINUOU5 RIDGE VENT Z GONTINUOUS RIDGE VENT _ 12 b � Z Z !LI � FIN FLOOR I2 - 12 tD Q,w _ ---------- IG_E_5HIE_LD 415 � 1: � -- GL6_HT___-- - I- A VINYL 5IDIN O _O.. O.. N tJ) O„ -- - VINYL SIDING 7 0011- HIN HT ---— - Q tuQ 1z OL 0000 000 � z 000 000 O 'n -_ F FLOOR (g E=LEV. 14.3 v 11 ------ --- ~ z Lu Q AV6 GRADEtu 0 O \ I I I I I I I I �I---------------------------------- O Z 2 w ---------------I w I- Z 1(1 I I I I I I I I I ------------ Q W — v im F- O I I I I I I 1 41" x 4" P05T ANCHORED ON I I -� [Y 1� Q I I I I I II Q v Q �- (] 1¢ (P SONO TUBE BELOW GRADE I I I I I I I ND 4"49" ABOVE GRADE I T I r. ! � , I® I LEFT S I DE ELEYATI ON I DWG NO I -------------------------- ------------------------------------------J1 I I u_ i n 1 I I I L "_ i n --1------------- --------------------- ------------------------------------------------L ---1—L----J L--------------------------------------------------------------------------------J i SYMBOL LND NOTE! I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND NOTE! P05TS ABOVE. NE=W GONSTRUGTIONDOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND STAIR WELL OPENING. PosTs ABOVE. --------_ TO BE REMOVED2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 40'-O" STAIR WELL OPENING. L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO 13'-8" 261-4" EX15VO STRUGTURE FOUNDATION, FT65, AND OTHER 5TRUGTURAL 2. ALL 5TRUGTURAL GOL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO „ „ „ „ NE=W GONGRETE GIRDERS OR HEADERS A5 NEGE55ARY. FOUNDATION, FTG'5, AND OTHER 5TRUGTURAL 3-0 1 8 3-0 3-O Q-O 14-4 e< - 3. ALL PLYWOOD 5HEATHIN5 SHALL BE GONTINUOU5 GIRDERS OR HEADERS AS NEGE55ARY. „ DESIGNATES DETAIL VIEW FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY O 8 x 16VENT ------ -------------- ------ " " SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED � :% 4x 4POST ANCHORED ON DESIGNATES SHEET NUMBER PORGH'S. (ETG) i I IONP 50NO TUBE BELOW GRADE __ _ AND 4"-b" ABOVE GRADE X- # m V x Ib"VENT I I 12'-4° I j 1 _ _ (2) 2_x 8" HDR_ _ i 1^ A DESIONATE5 SEGTION VIEW I a 1z — NOTE i i x O �' i i I i o Z # I I - - DESIGNATES SHEET NUMBER ALL LUMBER THAT GOME5 IN GONTAGT WITH I L --- 'n J L --o '- N u-__2 x b"-NAILER_ p 8" x l "VET N -------------- 1 ---_-_----- ———— ------- 3j V x 10" GIRDE CONCRETE SHALL BE A.G.Q. LUMBER. --- - - I J ___ _ _ I - -------------- ------- ---------------- 16' x --- --------- _ D 8" GONG FOUNDATION WALL W/ I I Q I6' x W GONG FOOTING. I I m I I i I , 1 x Ib" VENT 41-On 1 38'-8' STATEELECTRICAL M I R M NT5 : I WILL G®MFL`( WITH THE RE5IDENTIAL CODE O� 5TATE �I L UP FULL CELLAR ~ p I I y�I �,/ I y� &'-0" GEILING HT. I I NERD I 57AR LAB L � HCI E5 _ ® I 4" GONG. SLAB = ® I I �I cv I I xN p Z �U � L I IV � I'-10" 2'-II" I m �' QI �' I I I I _ R-30 INSULATION IN FL.JTS m I I W czi GOOLIN6 EQUIPMENT AIG 14 5EER/12 EER I I I I 4'-0" I I (MINIMUM) HEAT PUMP 14 5EER/12 EER 8.5 H5PF ( I I SEAL = 8" x 16" VE T _211a I 1 i I I GOOLINO EQUIPMENT ENERGY STAR QUALIFIED 6A5 FURNACE q0 AFUE;OR o GONG PAD i 13-0 8-7 8-1 8-7 I AR (MINIMUM) ENERGY 5TAR QUALIFIED GAS OR OIL BOILER 85 AFUE;QR r --- ----- -- ----- �� K• T Cy�T ENERGY 5TAR QUALIFIED 8.5 H5PF HEAT PUMP;OR u> L__ R-la INSULATION a I // ---------------------- OIL FURNACE 85 AFUE RUN PERPENDICULAR r , r , OVER G.J. - r-- --------- - 1 (3) 2" x IO" IRDER 1 1 (3) 2" x 10"GIRDER 1 1 (3) 2" x 10"GIRDER r I _ ;� g "' IL----- --------------------� ♦---- -- -- --H--------- - --+---------� I i� Q y ;, THERM05TAT ENERGY STAR LABELED PROGRAMMABLE I „ J I I I I CEILING JOISTS 23-8 I i L--_J 16" x &" GONG PIER DUCTWORK LEAKAGE MAXIMUM: b GFM25/100 50.FT.OF CONDITIONED FLOOR AREA, I I I - FILLED 50LID/W INSULATION MINIMUM: R-8 IN UNCONDITIONED SPAGE5 I I _____ 24" x 24" x 12" FTG. I I Zk 02 9 4 6 y0 I I , ----- S X 12 P.G. PIER , i ��EOFN� ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPA55 GHEGKL15T R-Iq INSULATION BETWEEN CEILING JOISTS FLAT CEILINGS(MINIMUM) R-38 (R-30 WITH RAISED HEEL TRU55 OR EQUIVALENT) 2-2" x 4" TOP PLATE m I I L__UP_ j I UNEXGA Y l' MP I - _ I r� I VAULTED CEILINC75 (MINIMUM) R-30 (LIMITED TO 500 aq.ft. OF GEILING AREA) I / I I _____ IT � v � \? I I I I WALLS (MINIMUM) R-13 I/2 GYP BD. i = I I I BACKFILL TO I I m . ( I I I I I x546 GOMPAGTION 5TUD5 I , I I - _ ® R-30 INSULATION IN FL.JT5 = FLOOR(MINIMUM) R-19 j � j I x � BA5EMENT OR GRAW-5PAGE WALLS(MINIMUM) R-10 GONTINUOU5 OR R-13 CAVITY I I I m m J j I u, l w - w I I V SLAB EDSE (MINIMUM) R-10 FOR 2 FEET MINIMUM °? T- I 1 0 1 I I 1 1 " J I 2 O WINDOW5(MAXIMUM) U-FAGTOR WINDOWS<35 AND ANY 5H 55;SKYLIGHTS<60 AND< AN i' I I I I I / 1 L---� I I 25-b' I `r SHGG (`TYP ATT INSUI.ArTION D�TArIL 1 I I I 8" x I6"VENT 8" GONG FOUNDATION WALL W/ I I WATER HEATER EF(MINIMUM) GA5 OR OIL: 40 GAL=0.61/50 GAL=.5Q/l5 GAL=054 n.t.a. I I L------ - ---- ------------- I6" x 8" GONG FOOTING.----------J 1 V 7 1 OR: IN5TANTANEOU5 WATER HEATER OR INDIREGT-FIRED STORAGE TANK WITH I I ` j Q BOILER 1 ODD 1 I---------------------- 2" x 8" NAILER LAG BOLTED ----------- I HOLD DN. to 0 I I LIGHTING AND APPLIANGE5 500 kWh OR 650 kWh 5AVIN05 REQUIRED FOR ALL NYE5LH dj I I I I I I I I i o _ o ELEGTRIGAL kWh 5AVINC NOTE I I I Z 1z � I _ I I I I MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION 5HALL BE IN5TAH ED ALL LUMBER THAT GOME5 IN GONTAGT WITH I I j 1 4" x 4" P05T ANCHORED ON N I t- GONGRETE SHALL BE A.G.Q. LUMBER. I 1 I 12"iP 50NO TUBE BELOW GRADE AGGORDIN6 TO NYE5LH TECHNICAL SPEGIFIGATIONS I i147 � I I AND 4"-b" ABOVE GRADE i *k)- - •�- GOMBUSTION SAFETY TESTING REQUIRED FOR ALL NYE5LH (5EE NYE5LH TECHNICAL 5PEGIFIGATION5) I r--------------------------- 2_x 8_HDL� �� HDR •� �I J \ (2) 2_' x 8_HDR - _ _ - _ _ - \ / ----------�------------- ------------ r �- V ' fix L—— —————————————————� \ / Ni—— —-------------------- — r————————————--— '---------------------- o HOLD w 6'-4" b'-4" ATTACH ENT OP71ON5 II'-8" 13'-4" u m 25'-0" 26'-4" Ir "51MP50N" HDQB OR "51MP50N"PHD5 2-I6d COMMON "51MP50N" 51'-4" O 2-I6d COMMON NAIL5® b"o.G. 5THD14RJ y NAIL5® b" O.G. FOR FULL LENGTH e° H BEARING ON FOR FULL LENGTH OF STUD o° WALL STUD 4 8 GONGRETE WALL OF STUD Z BLOCKING® � 1— �,.- ENDWALL FOUNDATION PLAN Q BLOCKING® II N 5/8" A.B.® 45"O.G.WITH ENDWALL J� _ �� v Q Z I/4 - I - O 3 X3 X I/4' LATE WASHER T Z Z Ill \` e 2"xb" SILL PLATE ONE R 4 tH REBAR J Q GONGRETE HALL ° °° F O 5 T C®I �l I �i T I O N � T A I �5 kD m O 4 ° ° e 111 THREADED ROD EMBEDDED �0� ANCHOR --1 3 1/2" FOR HOLD-DOWN ANCHOR 12 1/2" INTO CONCRETE * \�� 2"xb" DEGKING 2" x 6" FLOOR JTS® I6" O.G. llJ 5/8"X12"ATR ANCHOR Soy �1� cp`F'@��. BOLT SPEC I P I GATI ON DECORATIVE MOLDING „ „ O 4 2-2 x 8 HEADER MIN.SS" EMBEDMENT M/,y '.� 4" x 4" P05T ANCHORED ON Q z 5ET IN ACRYLIC TIE 12" MAX 12" MAX 10"(P x 36" FTG. BELOW GRADE � CQ ADHESIVE(AT) b" MIN b" MIN M 6-8d GOMMION AND 4"-6" ABOVE GRADE N� � � W "51MP50W z 3-10d COMMON 6-8d GOMMION O Z - - 5THD14RJ FILLER STRIP a0 AB P05T 5A5E BY 51MP50N - O ::N - 2-Ibd COMMON N RIM J015T NAIL5® 6"O.G. ; a e FO,FFJULLL LENGTH N 'll iv a OF _ 0 m ` 12"BEARING ON WALL 5TUD "51MP50N"HP05 OR "51MP50N"PHD6 2-I6d COMMON "ANCHOR BOLT® 36"O.G.FOR 2 STORY PORCH COL'S TO HDR. PORCH DETAIL TO HDR. Z NAIL5® b"O.C. J"ANCHOR BOLT® 12"O.G.FOR I STORY CONNECTOR P05T W/ FTG. CONNECTION Q Z N ° a FOR FULL LENGTH ° OF STUD J"ANCHOR BOLT® 51"O.G.FOR 5LAB ON 6RADE tu 0 FOUNDATION ANGHORAOE DETAIL `� % ° "ANCHOR BOLT® 23"O.G.FOR 2 STORY tu 4 ��' o° oo ONE#4 "ANCHOR BOLT® 46"O.G.FOR I STORY V 0 0 `J Q PLAN VIEW ° e �� ` ° � ° REBAR 0R �"ANCHOR BOLT® 36"O.G.FOR SLAB ON GRADE W � Z � (A5 PER WFGM TABLE 3.2G) ° ° °° I „ Q �J " ANCHOR BOLT @ 36"O.G.FOR 1-3 5TORIE5 I.MIN.7 EMBEDMENT INTO CONCRETE ABBpaon Strong-Tie e ° e ° e °ell e ° w/3" 5QUARE WA5HER5 AND END NUT SETUP NOTE 1tu Q 0 I.MIN.T' EMBEDMENT INTO CONCRETE 4 e ° ALL LUMBER THAT GOME5 IN GONTAGT WITH w/3" 59UARE WA5HER5 AND END NUT SETUP ° 4 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR CONCRETE SHALL BE A.G.Q. LUMBER. 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 DWG NO OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 \12�\�C�� • 3. I - ANC-HOR BOLT 15 TO BE LOCATED BETWEEN b" MIN. 3oM/ C)CF �N US"THREADED ROD EMBEDDED 3.1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN b"MIN. U ° TO 12 " MAX, FROM END5 OR GORNERS 4! 12 I/2" INTO CONCRETE TO 12 ' MAX.f�20M ENDS OR CORNERS '; a°. �;.;•• a 4.GONG.BLOCK TO BE FILLED 50LID® ANGHOR BOLTS. 22 MM��NN�� M * ANY ROOF PITCH 1:12 OR GREATER GON5TITUTE5 AN ADDITIONAL STORY 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 51DEGOV R 40'-0" 26'-411 NOTE! NOTE 13-2 NOTE ALL EXTERIOR WALLS BEHIND TUBS 5'-8' I. DOUBLE ALL FLOOR J015T5 UNDER PARTITIONS AND SHOWERS SHALL BE INSULATED P05T5 ABOVE. ATTIG AGGE55 MUST BE BACKED ff FINISHED WITH GYP BD. BEFORE DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND WITH R-10 RIGID INSULATION. INSTALLATION OF FIXTURES. STAIR WELL OPENING. 2. ALL 5TRUGTUR4,L GOL'S THAT 5UPPORT ANY HEADERS L.V.L., 61RDER5, ETC. 5HALL BE 5UPPORTED DOWN TO 401-011 4'-0" FOUNDATION, FT65, AND OTHER 5TRUGTURAL 5HEARWALL O 61RDER5 OR HEADERS A5 NEGE55ARY. I6'-2" 5'-b" 10'-5" '7'-11" E 3. ALL PLYWOOD 5HEATHIN6 SHALL BE GONTINUOU5 2 2 x 8 R FROM 51LL PLRTE TO TOP OF TOP PLATE, BEHIND ANY r____________________________, SEAT ® A SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED I I DOUBLE ROOF RAFTERS PORGH'S. (ETC) I o I PP 4 I ' i�OO I TRIMMERS AROUND SKY-CITES • iv �/L" q_ _ � I � ca I 5 TH ® � 2"x 6" DEGKIN6 _ x N I `I• 1 4'-0" 4' ^„ 41_011 " O R HEAD �, 4'-O" 4'_O° ' HOLD DN. Ila M 0 HEARWAL 4 5HEARWALL D SHEARWALL O D ON, 5HEARWALL N SHE 4 FL ©,�,� © � 5HEARH 11 © 5HEARWALL :.,.. - INSTALL PRE-FAB WOOD BURNING 2) 2" x 8" HDR (2) 2" x 8" HD (2) 2" x 10" HDR I(2) " " DRI FIREPLACE AS PER MANUFACTURERS q'-2" 2 2" x " HD (2) 2" x 8" HD (2) 2" x 8" HDR SPECIFICATIONS. ZkL3'-b" '---5c -- ® �5" H vZk 1 MUST PROVIDE INSTALLATION I I io' •VAULT.CL O U REF. I v v O x 26-O MANUAL ON 51TE FOR BUILDING O `>� o O( INSPECTOR TO REVIEW I w I O W�G I �� 1 5-0" -� 6- O N I O u 4'-0" �j i m I Q ® � ® Z x g o LL IFEET DD 13'-0" �I g,I i NOTE: x w L. - , V.L.ZkL N VAULT LINE x p �, �? I 5MOK= DETECTOR $ iv N v -12P FM -_---� --- -� -------- ------- ---------------ry �_______ DN Q o I O I o I I CARBON MANOXIDE DETECTOR SEAT 5A T 151-211 11�I ILL�, '_ ® I 31-611 TO BE HARDWIRED l0' 6"VAULT. M.V. Zk ~ o N P I I�I �C7 ROPY � x I $ INTERCONNECTED o do = q'-O" GL6. HT �I `n 1 I 1tj a'-O" GL6. HT � I Q -- - ,� 10 G dJ 10'-6"VAULT.GLG. Q x � ( I I = 4z 4 1 CLOTHES DRYER VENTING NOTE x m I g o' Q DRYER-O BE VENTED TO THE EXTERIOR N ELEC. j SDG I I WALL OF DWELLING AND SHALL COMPLY N ocM. I I `�' O ELEG N ' I WITH RM502. _ HE"L" D T. I \ I z Q I 1 0 1 \ 1 _O © 2 2_' x 10" HI?_ _ I I ® U �S�G I \\ I Qn 1 DOUBLE GEILIN6 N __DOW_N_ j 1 wND ----- �TTIG\ 1 Q ATTIC AGGE5 ry p ON _- I QGGES 0 0 5._b.. _ K I TG H E I S 1 L_ 4 5 ----- HALL M.V. _� q'-O" GL6. HT 1 O o _ 2° x 12"RIDGE -- - = 3'-O" ry 2" x 12" RIDGE -5 II 42- ------------------------ ------- C-L - Q O.. (DELIILA 4" x 4" P05T m m =_ __ ------G ----� ------7-5 -----N m ��.1. .. TF� <1' — — — S.D. Q 125 GFMLn DET. I \ /L. Y -------- - ----- Q- 2 2" x 10'_HD (2) 13/4" x 111/8" LVL F USFf HDR i------- � �� D 2 13/4 x q I/4LVL FLUSH HDR 24'-4" _ _ 5'-10" 10-8 Q I -L-------------- -- -- SDG' I s T OF t4 C) I o -- -- NOTE: 2-0 -- -- I N Zk I INSTALL FIBERGLA55 DOUBLE ALL FLOOR JOISTS O N I J I I _____ 3-0 b PAN FOR WASHER O I' � O - UNDER PARTITIONS ABOVE. I 8'-O" GL6. HT DRYER z v I J G ;� -- - DOUBLE ALL FLOOR JO I STS 1 I �I AND TRIMMERS AROUND v 20-GFM. " - - -- N o I� p 4" GONG SLAB x vi �? o� STAIR WELL OPENING. O I N N ry 0 O Lu j = 5/8" FIRE-RETARD z z , _ m Q = ® O N I� �� I x x w x = Q) GYPSUM BOARD - u_ m r m x I ® o L I V I NC RCP0M 1 z G01�PUT i� _ �3 �i�00M ° N N v IU I x �' GEILING5 8 WALLS x L— i 'IrIQ / v U ROO2-Om AS PER CODE - �- I 8-O GL6. HT p 8'-O" GLG. HT q'-O" GL6. HT m I 1 x ,LOpN ®SI - - u. -_j R-30 INSULATION _O I I ® ® - pI m_ ' IN GEILIN6 I I u- OX Lu GL X� dQ-----------�--- — -----LL I � 4" x 6" POST ' j \(2) 1 3/4" x 11 -1/8".LVL HDR. " " "(3) 1 3/4 x II -f/8 LVL HDR - I // \\ (2) 2 x 8 HDR (2) 2 x 8 HDR (2) 2" x 8" HDR ---------------------11 !- --_— - I-------------- - BUILDING LINE ABOVE (2) 2" x 10HD . A HO D D I / I * * tu z cQ 41-0" 0 4'-O" 1 / I \ 2-0" ® 4'-0" ® 4'_0" ® 2'_0� o z v v _ ,Zk r O v zhh �� p = 0 5HEARWALL - U ARWALL // i \\ HEARWA L 5HEARWALL 5HEARWALL EARWA L D 8 _ ,� N — '� N N x = — , NOTE: %"'� I I - x ® p ry � 2 X6 DEGKIN6 N � N v p / I \ a I I,�I O N I m O LL \� x v I r- // \\ DOUBLE ALL FLOOR JOISTS i�OO JJ LOY`4 4 I ~ N N p m N cv Lu v I / 1 \ UNDER PARTITIONS ABOVE. �C` I \\ DOUBLE ALL FLOOR J015T5 d u '117 17 - „ I I / I AND TRIMMERS AROUND 241-411 x I / I \ STAIR WELL OPENING. ( 2 X 10 HDR. (2) 2 X 10 HDR. (2) 2 X 10 HDR. (2) 2 X 10 HDR. I/ I \ — L) N (2) 2" x 10" HDR. - - - ---- -------- ------- ------- Y I ------------- -------------------------------------------------------- ------------- m LU r. 1 1 o( N 0 F- ' © 5HEARWALL 6'-10" 13'-2" 13'-4" 6'-8" tu Lu 4'-0" 3" 0-_ ` 5HEARWALL „ 401-01' 5-10 5-10 6-8 6-8Q 311 to m I I -51113-4 21_111 4'-5" 6'_3.. (01-111 6_7 SECOND FLOORPLAN to �. 25'-0" 26'-4" "= �_ 11 j SECOND FLOOR = 1280 SQ.FT. I/4 - I O 51'-4" A HEADER A5 H � N N N L5 O r r 4 14-Ibd COMMON NAILS NOTED ON PLANS (BEAM) NOTE 1L } � Z " I //qq//�'yy�'°� ALL LUMBER THAT GOME5 IN CONTAGT WITH 5IMP50N Z Z I ST FL�/�/1`", PLN STRAPPING® Ib" _1 w CONCRETE SHALL BE A.G.Q. LUMBER. W p � � Y2"Q LAG SIMPSON 1212T 1/4"= 1'- 0" 12 •• 51MP50N STRONG-TIE BOLTS® I6" EA.SIDE l9 O (a FIR5T FLOOR 1114 5Q.FT. 14-Ibd COMMON NAILS Ar-OARA4 to PORCH E 551 50.FT.184 5Q FT. 5 (POST) " Z O POSTING AS NOTED O t' TOTAL FIR5T FLOOR = 1635 50.FT. -� TEGO'S ON PLAN 51MP50N U210 H6R® IIb N n 2"xb" R.P. ® I6" O.G. 2"xb" R.R.® I6" O.G. �I •�� AIL ul HOEDOWN GON�GT I®N 3-I0d COMMON ___ n.ts. 5EGOND (LOOS ATTAOHMENT I/2° LAG. BOLT I N ® 24" OL. 5 PPING® Ib 14-I6d COMMON NAILS p L T 51MP50N 212T (BEAM) } —7 OF I I ON5 2"xb" G.1 ® 16" O.G. FILLER STRIP 6-Sd GOMMION EA. IDE � Z 2-2"xl0" HEADER • � • O � O-- " 'SIMPSON"HEW OR 1/2° LA6,BOLT • � - 51MP50N GM5TG1b 51MPSON PHDb COV. ® 24 OL. DECORATIVE MOLDING • - 2-I6d COMMON 12"BEARING ON 2-Ibd COMMON v O - WALL STUD NAILS® 6"O.G. PORCH TEGos PORCH/RAFTER/GIRDER • • •• • O OI NAILS @ 6"O.G. FOR FULL LENGTH PORCH COL. TO HDR. 14-Ibd COMMON NAILS ' SIMPSON STRONG-TIE (�OF STUD R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL (POST) AGbR Z L V BLOGKING® ! ! — lJl — OR IItu ENDWALL BLOGKIN6® 11 2" x b"FLOOR JTS® Ib" O.G. O ENDWALL 2 xb DEGKING DECORATIVE MOLDING v to 2"xb" DECKING 2-2 x 8 HEADER � d 4" x 4" P05T ANCHORED ON ~ O 0 v Q N f 2" x 6" FLOOR JT5® 16" O.G. v �- 10 ) x 36 FTG.BELOW GRADE M 6-Sd GOMMION AND 4"-6" ABOVE GRADE z — v 0 1/20 LAG. BOLT 6-&d GOMMION ABmpson Strong-Tie 0- OL 0 tD < t Q >LIL0UIdI— o ' FILLER STRIP 3-IOd COMMON II 2-Ibd COMMON "51MP50N" HDQB OR ' ® 24" O.G. a AB P05T BASE BY 51MP50N NAILS @ 6" D.G. "SIMPSON"PHD6 a DWG NO FOR FULL LENGTH ft TECO 5 • OF 5TUD GRADE � 5/8" ANCHOR BOLT FLJ TO DWELLING ® 4'O.G.(TWD STORY HOUSE) PORCH COL'S TO HDR. PORCH DET I L TO HDR. ° CONNECTOR P051 W/ FTG. CONNECTION 22�..��NN� SIDE�OVER 5" THRU ROOF F%.®®R J01575 �:RA�ol I I rz; 7A I L5 DRAIN, WASTE $ VENT NOTE: 4" ABOVE ROOF I ® u MATERIALS FOR DRAIN,WASTE 4 VENT SHALL COMPLY WITH TABLE P3OO2.1 DRAIN,WASTE e 4" SYMBOL R. O. D I M. WINDOW MODEL STYLE AMT. LEAVE 1/16" - 3/16" CAP, TABLE P3111.3 51ZE OF COMBINATION WASTE $ EXISTING QA* g'-5 I/8" x 4'-8 7/8" '� ANDERSEN 3046-3 D.H. I WOOD I-JOIST NAIL TO SEE MANUFAGTURER'S VENT PIPE. DOUBLE HEADER NAILJOIS WEB REGOMMENDATIONS STACK © 6-3 3/8" x 4'-8, 7/8" * ANDERSEN 3046-2 D.H. 4 BACKER BLOCK FROM EACH1$2"t METAL JO15T INSTALLED TIGHT SIDE „ ©* 3'-2 I/8" x 4'-b "7/V' * ANDERSEN 3046 D.H 3 HANGER TO BOTTOM OF EQ 2 I___ _ 2 TOP FLANGE ---- - -----r------ ---- D 3'-0 I/8" x 3'-O 7/8" ANDERSEN 210210 D.H I EQ �-----_r_------- I--- I T T---- FILLER BLOCK II 1/2" 1 1/2"I 1 3" I I II 1/2" 3"1 1 1 1/4" 1 1 1/2" I 1 1 1 1/4 I I 1 I E 2-2 I/8 x 3-0 7/8 ANDERSEN 20210 D•H• I WOOD I-JOIST I I I I ** 2°t2'-8" x 2'-0 5/8" ANDERSEN A-281 AWNING 2 28 1/2" x 55 1/2" ANDERSEN RV-2838 5KY-LITE IICHT FITWASHINC SECOND FLOOR MACHINE * WINDOWS MEET E6RE55 REQUIRMENTS (SEE CARPENTRY NOTES.) FILLER PANEL, WEB STIFFENER ** THIS WINDOW MUST BE TEMPERED SAFETY CLASS IF NECESSARY " 1 2" 3" WEB STIFFENER EACH LEAVE 1/16" - 3/16" CAP, 2 3 2 I 2" 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY SIDE- MAY BE REQUIRED WOOD I-JOIST SEIE MANUFACTURER'S O. I —� FOR J015T STABILITY RECOMMENDATIONS • I G.O. ESCAPE. IN CONFORMANCE WITH N.Y.S. GORE SEG. R310 MIN OPENING OF 5.7 50. FEET HANGER GOMPATIBR I'Y, 1 ( 5.0 SQ. FEET GRADE LEVEL WHEN GRADE TO SILL IS LE55 THAN 44" OR LESS) Wl OR J015T REACTION 3 3 1 MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEEDje!2PET (L BEARING WALL BELOW BEARING WALL ABOVE ,.; 2" I- _2" FOR TOOLS) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. Q � � F - -' 7 7 __ T 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES WOOD I-JOIST GOT" CiTION N.T.S. II I/2" 15.1 11 1/4" 1 1 1 1/4" 1 1 1/4" 3��1 3. ALL WINDOWW S MUST HAVE A U-VALUE OF .35 OR LESS. TO OOD I-JOIST . =TAIL 1 I V= STIMOMM DETAILS N.T.S. I I I I I 1 j WOOD 1-JOI5T FIRST 1=LOOR DOUBLE-HEADER 2" X 6" SQUASH BLOCKS 11 SOLID WooD G.O. 2 511 2" I 3 BLOCK FILLER I 2" 2" G•�• SYMBOL DOOR SIZE DOOR TYPE SMT. BACKER BLOCK INSTALLED I I 306TIGHT TO BOTTOM OF 8 SWING (EXTERIO I 3 I TOP FLANGE.311 2668 5WINC (INTERIOR) 3 2068 __ _ _ 5WINC (INTERIOR)__ 1 q Ir-----F.A.I. 6068 SLIDER DER (EXTERIOR) I I G.O. 5 4065 SLIDER (INTERIOR) 2 GRAWL SPAGE I 6 3068 SWING (INTERIOR) 2 I 7 2868 SHINS (INTERIOR) I WOOD STAIR z G.O. I I F------J 8070 OVERHEAD GARAGE 2 GARRIASE O 1 4" G.I. HOUSE TRAP IN METAL FRAMING ANCHOR 1,n1 2868 5WINC (EXTERIOR) 2 IT w/ 5TL COVER I 2868 FIRE RATED SWING (INTERIOR) I AT EACH 'SIDE. WW. I � I M 4" C.I. I I 3068 BARN STYLE SLIDER (INTERIOR) I 3/4" RIM J015T VETA I L �' D , GDX PLYWOOD EXT. GRADE STAIR GARRIAd� DETAIL N.T.S. N.K. SEA A c� N.T.S INSTALL W/ FACE GRAIN HORIZONTAL y- � rFy' ,•. WATER SUPPLY � D15TRIBUTION NOTE: 44/ �G ' � . I. 5ERVIGE FOR NEW BATHROOM WILL BE TAKEN FROM THE EXISTING WATER 5ERVIGE. y; G :> 2.WATER 015TRIBUTION PIPING $ FITTIN5HALL COMPLY WITH R.G.O.N.Y.5.TABLE P2gO4.5 WATER WOOD I-JOIST AS RIM 015TRIBUTION, FOR MATERIALS d TABLE P2gO4.6 JOIST, NAILED TO TOP PLATE 294 !?' PIPE FITTIN65,FOR MATERIALS. qT ,r! BELOW W/ 8d NAILS 6 O.G. �� EOF�1�ly: WEB STIFFENER EACH SIDE IF NECESSARY. % 1-I/4" TIMBERSTRAND L5L OR TJ-STRAND RIM BOARD 2" x 12" RIDGE ' I CONTINUOUS RIDGE VENT i/ T I i. WOOD I-JOIST 2"x 4" COLLAR TIES @ 16"O.G. BEARING WALL BELOW CANT" DETAIL N.T.S. to V 2"x 10" ROOF RAFTERS ® I b"O.G. „// ��I 1/2" PLYWOOD 5HEATHIN6 FELT 15 ASPHALT SHINGLES(A5 SELEGTED BY#OWNER) RIM JOIST DCTAIL N.T.S. PROVIDE ICE SHIELD PLACE JOISTS TOGETHER AND NAIL FROM EACH 51DE Q WITH 2 ROWS OF IOd NAILS @ 12" O,G, 2"x CEILING,JOISTS O.G. FILLER BLOGKIN5 CLINCHED WHEN P0551BLE. 8" 12 FULL LENGTH OF J015T �� STASGER ROWS FROM OPPOSITE T- SIDES BY 6". _-� � 2- 2"x 4" TOP PLATE Q 6 ' 12"' O.H. __ 3" GONTINUOUS SOFFIT VENT id- 2"x 4" 5TUD5 @ 16" O.G. DOUBLE LAYER OF 1/2" PLYWOOD 5HEATHIN6 r -- R-Ig INSULATIONI I m RUN PERPENDICULAR i° . I Lu VAPOR BARRIER W/ 1/2" 6YP BD I v- t-- 3/8" SHELTER WRAP E.P.S. BOARD �POULAYER OF DOLCLO J013T GOA TRtJGTION N.T.S. 1Y " 0 VINYL SIDING(A5 SELECTED BY OWNER) R-Ig INSULATION R-30 INSULATION W/ —2" X 8" NAILER O d z U 12"I GYPSUM TBOARDD. RUN PERPENDIGU AR I/2 GYPSUM BOARD. OL ry v W/ 1/2" GYP BD 2" x 8" NAILER "— B�D�OOM G� 2"x b" ROOF RAT=TERS® I6" O.G. Q -� HT I BEI7R��MG 15PL TWOOD 5-IEATHINS tb'GL6 2"x b" ROOF RAFTERS ® I6" O.G. „ VAULTED 1/2” PLYWOOD 5HEATHIN6 �-' ASPHALT SHINGLES(A5 SELECTED BY OWNER) #15 FELT U1 ASPHALT SHINGLES(A5 SELEGTED BY OWNER) 12 PROVIDE ICE 5HIELD I PROVIDE ICE SHIELD 12 R-13 INSULATION W/ Q 6 2" X 6" CEILING JOISTS® I6" O.G. v 12" O.H. 3/4" SUB FLOOR GLUED AND NAILED I/2" GYPSUM BOARD. 3 GONTINUOUS SOFFIT VENT \-I (2) 13/4" x IIl/8" LVL FLUSH HDRR-13 INSULATION W/ E 1/2 GYPSUM BOARD. Z (2) 2" x 10"HDR �� Ili }-3/4 XII l/8 TJI FLOOR JO15T @ Ib O.G. 1X 2" x 6" GEILIN6 JOISTS @ I6"O.G. IL Z Z UJ 2" x b" NAILER W/LAO BOLTS W (� J TURN DOWN POST � L I Y I NG ROOM KITCHEN 2" x 8" NAILER W/LAG BOLTS lb O B J: 2" x 6" DECKING �� Cjl-f 9'GL6 HT g'GLG HT ,,nn = S m 2" x 6" OEGKINS V 36" RAILIN5 Z O m 2" x b" FLOOR JO15T5® Ib" O.G. — ry ry m R-13 INSULATION W/ (2) 2" x 8" HDR 1/2" GYPSUM BOARD. 11.1 4" x 4" POST ANGHORED ON 3 4" SUB FLOOR GLUED AND NAILED 12"(P SONO TUBE BELOW GRADE Q AND 4"-6" ABOVE yy GR'.ADECZ: (2) 2"x 8" HGR pa LATTICE WORK. -A O W GRADE R-301N5ULATION Z I 1514" X 11 l/8"TJI FLOOR JO15T5® Ib" O.G. II 2" x 6" FLOOR JO15T5® 16" O.G. - : I (3) 2" X 10" c WOOD v 2" x 8" NAILER W/LAO BOLTS GIRDER. CELLAR V 4" x 4" POST NNGHORED ON Ua -11 10"(P SONO TUBE BELOW GRADE t- t- Z -1 - 51LL SEALERAND 4-6 ABDVE GRADE Q 0 4" STEEL COLUMN Q TERMITE SHIELD ANCHOR BOLTS 2- 2"x 6 GGA SILL I1j) 10� O tu tu DAMP PROOFING 8" POURED CONCRETE FOUNDATION WALL. W OLO5" O � Z lfl I6"x 8" GONG FTG W/4" x 2" KE 24" x 24" x 12" FTG. p 1zlJ Q NOTE DOL00) QF- of ALL LUMBER THAT GOME5 IN GONTAGT WITH �i GONGRETE 5HALL BE A.G.Q. LUMBER. DWC NO 5 r2wCoTION VIENo� ' 4 8d a 6" oc toed In L along braced Wall Roof Sheathing Attochment Requirements for Wind Loads - Exposure B TOP PLATE Three second bust Wind 90 100 110 120 130 6" speed(mph) 0 STRUGTURAL SHEATHING 8d COMMON NAILS ® 6" O.G. ON EDOE5 II II II E F E F E F E F E F ONLYII II II „ � Sheathing Location: Rafter/Truss Spacing Maximum Nall Spacing for 8d Common Nails 1/2 MIN. STRUGTURAL TOP PLATE I L J ry (Inches,oz) or loci Box Nails(Inches,da) WOOD PANEL = 8d COMMON NAILS 12 ® 12" O.G. ON 6., 6 12 b 12 b 12 b 12 b 12 AT STUD TO FLOOR A55EMI3LY TO SILL PLATE(5)CONNECTION FIELD ONLY o Interior Zone 16 b 12 6 12 6 12 b 12 6 12 FOR STRAP - 3 8 d COI-VON NAILS® EA.END OF STRAP SOLID BLOCKING BETWE 1 -2 b 12 6 12 b 12 6 6 6 12 lu FOR CL OF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-5D52.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 d COMMON NAILS 16"O.G. 5 PLATES 8d COMMON 0 6" OG ALONG 24 6 12 6 12 6 6 b b b 12 W/ 5" DIAM. ATR (ALL THREADED SOLID BLOCKING BETWEEN ROD) ANCHOR, EMBEDMENT LENGTH LENGHT OF BRACED WALL PANEL RAFTERS ATTACHED TO TOP 12 6 l2 6 I2 6 12' 6 l2' b 122 SILL PLATE • ` ••.� OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON a 6" OG ALONG A MIN.. USE 51MP50N SET EPDXY-TIE LE:NOHT OF BRACED WALL PANEL Perimeter 16 6 12 6 12' 6 12' b b 6 b ANCHOR75OLT5 , � • � HIGH STRENGTH EPDXY ADHESIVE g 192 6 12' b 12' b b b b b° b° P • a Zone TO SECURE ANCHOR, DRILLS/4" EcI• DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' b b b° 6 6° 6 6° 6° along braced Wall MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION 6able Endwall Rake or Rake Truss w/Lookout b° b 69 6 be 6 4 4 4+ 4 Block TO PERPENDICULAR RAFTER. ablo Endwall Rake or Rake Truss w/o Rake overb b b b b b b b be b° END SHEARWALL SLAB ON GRADE BOARD 5HEATHIN6 Rafter/Truss Spacing Mlnlmum Number of 6d Common Nails Sheathing Size (Inches,o.a) or IOd Box Nails per Support Ix6 or Ix8 Sheathing 12-19.2 2 2 1 2 2 2 L - - - - - - -- - - - - - - IxlO or Larger Sheathing - - - 12-19.2 E - NAIL SPAGIN6 AT PANEL EPOE5(In) 8d ® 6" o-- toed in F - NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FILED (in) z along braced wall O I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET tJl GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REGUIREMENT5 SHALL BE USED. LU GLG JT5 2. TABULATED 12 INCH O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 AT STUD TO F=LOOR A55EMBLY TO 5TUD CONNECTION ® I6"O.G. FRAMING MEMBERS WITH 6> 0.49. FOR FRAMING MEMBERS WITH 0.42 <6<0.49 THE NAIL TDP PLATE 6„ ad long braced wall (ONLY APPLIGIABLE FOR TWO STORY GONFI6URATION5): SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 3. TABULATED 6 INCH O.G. NAIL 5PAGIN6 A55UME5 5HEATHIN5 ATTACHED TO RAFTER/1RUr•5 SEAL I/2" MIN. STRUGTURAL CLO JTS FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP FRAMING MEMBERS WITH 6>0.49 FOR FRAMING MEMBERS WITH 0.42 < 6 < 0.49 THE NAIL ��RE ARC,y WOOD PANEL 8d COMMON NAILS L PLATFORM BELOW- 1 I6 d COMMON NAIL5® I6"O.G. 5PACINC75 SHALL BE REDUCED TO 4 INCHES O.G. .K. T / a 6" O.G. ON EDGES TOP PLATE 4. TABULATED 4 INCH O.G. NAIL 5PAGIN6 A55UME5 5HEATHIN6 ATTACHED TO RAFTER/1RU55 �F ONLY 6 FRAMING MEMBERS WITH 6>0.49 FOR FRAMING MEMBERS WITH 0.42 < 6< 0.49 THE NAIL v �, 5FACINC-5 SHALL BE REDUCED TO 3 INCHES O.G. o 5. TABULATED NAIL 5PAGIN65 A55UME A BUILDING LOCATED IN EXPOSURE B. = Sd COMMON NAILS o y a 12" O.G. ON along)braced wall FIELD ONLY ad COMMON NAILS 12" O.G. ON 11 02 9 a 65 y0 ® AT 51UD TO FLOOR A55EMBLY TO SILL PLATEV CONNECTION 51MP50N HDU4-5D52.5 HOLDDOWN = LELD ONLY OF NE_ FOR 5TRAP - � 8 d COMMON NAILS® EA.END OF STRAP W/ 518" DIAM. ATR (ALL THREADED 8d COMMON NAILS FOR G OF EA.PLATE TO PLATFORM BELOW- ROD) ANCHOR, EMBEDMENT LENGTH d COMMON NAILS a I6 O.G. a 6" O.G. ON ED6E5 FLOOR JOIST OF ANCHOR IN CONCRETE IS 10" 3-Ibd®I6"oG ONLY MIN.. USE SIMPSON SET EPDXY-TIE along braced wall SILL PLATE • •' HIGH STRENGTH EPDXY ADHESIVE 8d ® 6" or, toed in AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® 16"O.G. • '••,r' TO SECURE ANCHOR, DRIL�/4" along braced wall (ONLY APPLIGIABLE FOR TWO STORY GONFI6URATION5): ANCHOR BOLTS .• DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 5 d COMMON NAILS® EA.END OF STRAP MANUFACTURER'S IN5TRUCTION5. L L PLATFORM BELOW- 1 Lb d COMMON NAILS® 16" O.G. POURED CONCRETE/ FT I I t MASONRY FOUNDATION 6 0 8d COMMON NAILS 6 12" O.G. ON END BRACED WALL ON FOUNDATION 1/2" MIN. STRUCTURAL FIELD ONLY = WOOD PANEL 8d COMMON NAILS WALL ® 6" O.G. ON EDGES ONLY 3-Ibd®I6"oc along braced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® 16"O.G. L FLOG J0I5T (ONLY APPLICIABLE FOR TWO STORY CONFIOURATION52: RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B p SILL PLATE ;'� i. :J - ' z IFOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP V Dead Load Assumptions: Roof Assembly DL= 10 psf 1L1 r'...��'e• '•. r'...••',. L PLATFORM BELOW- 6 d COMMON " ~ ANCHOR BOLTS 1 L NAILS® I6 O.G. so 1oa 110 13o so 100 110 13o W •• •� a •' .� +. THREE SECOND GUST WiND 2 to ® 6 or, toed In SPEED (mph) O O V along braced wall POURED CONCRETE/ ROOF PITCH Required Capacity of Ride Connection If 1,2,3.4 GL6 JTS MASONRY (R) in each end of 1-Y,• x 20 gage strap 1,2,3,4.5,6. 9 P Y 9 �P ) . ` aoGF SPAN Number of 8d Common Nails or 10d Box Nails V TOP PLATE: FOUNDATION 6„ UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 12 1 2 2 3 94 133 176 224 ll� o (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) 16 2 2 2 4 126 178 235 298 0 2 STORY BRACED WALL PANEL Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf 20 2 2 3 4 157 222 294 373 3:12 24 2 3 3 5 189 267 353 447 28 2 3 4 6 220 311 412 522 Q THREE SECOND GUST WIND 100 110 120 130 32 3 3 4 7 252 356 471 597 SPEED (mph) 36 3 4 5 7 283 400 529 671 l� = Wall Sheathing and Glodding Attachment Requirements 12 1 1 2 79 111 145 til } for Wind Loads - x osure B FRAMING SPACING ROOF SPAN Number of 8d Common Nails or 10d Box Nails 16 1 2 2 3 106 147 193 244 b (h) (a) in each end of 1-Y4*x 20 gage strap 1,2,3,4 F r 20 2 2 2 132 184 242 0 - - AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® I6" O.G. 12 1 2 2 2 4:12 24 2 2 3 4 158 221 290 366 v 6 - 28 2 3 3 5 185 258 338 427 (ONLY APPLIGIABLE FOR TWO STORY GONFI6URATION5): Three second bust wind 9O loo 110 120 I 16 1 2 2 3 !Y Q Z eed( 20 2 2 2 3 32 2 3 4 5 211 295 387 488 � W FOR STRAP- 8 d COMMON NAILS 0 EA.END OF 51RAP 12 24 2 2 3 3 36 2 3 4 6 238 332 435 549 Z Z Z J W STRUGTURAL SHEATHING 12 1 1 1 2 62 87 114 144 111 (� Of- along 8d ® 6 oc toed In FOR CL OF EA.PLATE TO PLATFORM ABOVE � ® CL OF EA.PLATE TO 28 2 2 3 4 16 1 1 2 2 83 115 152 192 � O Q 0 along brazed wall PLATFORM BELOW- 1 16 d COMMON NAIL5® 16"O.G. 32 2 3 3 4 FLOOR JOI°iT E F E F E F E F E F 20 1 2 2 3 103 144 190 239 tL 12 2 2 2 4 5:12 24 2 2 2 3 124 173 228 287 tIl 117- (Inches, Sheathing Location Stud Spacing Maximum Nall Spacing for 8d Common Nails 28 2 2 3 4 144 202 265 335 SIMPSON HOLDDOWN W/ 5/ (inches,o.c) or IOd Box Nails (Inches,oc) 16 2 2 3 3 N 10 >� 8 DIAM. 20 2 2 3 32 2 2 3 4 165 231 303 383 n 16 24 2 3 3 4 36 2 3 3 5 186 260 341 431 Iv 6,. ATR (ALL THREADED ROD) 12 6 12 b I2 b 12 b I2 6 12 28 2 3 4 5 12 1 1 1 2 57 79 103 130 Z � Interior Zone I6 b 12 6 12 b 12 6 12 6 12 16 1 1 2 2 76 106 138 173 8d COMMON NAILS 32 2 3 4 5 20 1 2 2 3 95 132 172 216 36 3 4 4 6 6:12 24 1 2 2 3 115 158 207 260 J ® 6" O.G. ON EDGES 24 6 12Tb12 6 12 6 6 6 12' 16 2 2 3 4 28 2 2 2 4 134 185 241 303 tu j ONLY 32 2 2 3 4 153 211 276 346 1/2" MIN. STRUCTURAL 12 6 12 6 12 6 12 6 12 6 12 20 2 3 4 4 _( CD � WOOD PANEL 8d COMMON NAILS 36 2 2 3 4 172 237 310 389 Q 19.2 24 2 3 4 5 _J O = 4" EDGE ZONE 12 1 1 1 2 57 75 97 122 Z l6 a 12" O.G. ON b 12 b l2 6 I2 b l2 b 12 32 3 4 5 6 16 1 1 2 2 75 100 130 162 to CIL FIELD ONLY - 20 1 2 2 3 94 125 162 203 � 24 b 12 b 12 b 12 6 l2' b 12' 36 3 4 5 7 7:12_12:12 24 1 2 2 3 113 150 194 243 0 f- 0 3-Ibdml6"oG a 16 2 3 4 5 28 2 2 2 3 132 175 227 284 along braced wall SIMPSON HOLDDOWN Wle, DIAM. 20 3 3 4 5 32 2 2 3 4 151 200 259 324 36 2 2 3 4 170 225 t ATR (ALL THREADED ROD) BOARD SHEATHING or LAP SIDING 24 24 3 4 5 6 ANCHOR, EMBEDMENT LENGTH OF Rafter/Truss Spacing 28 3 4 5 7 I. Tabulated connection requirements shall be permitted to be multiplied by 0.10 for framing 365 g snot I-- Z 5heathln Size Minimum Number of 8d Common Nails or IOd 32 3 5 6 7 located within 8 feet of building corners. 0 ANCHOR IN CONCRETE 15 10" MIN.. g (inches,o.c) Box Nails er Su ort 2. Tabulated ridge connection loads assume a bulding located In Ex osure E3. ~ 0 v FLOOR JOIST 36 4 5 6 8 g p C - � USE 51MP50N SET EPDXY-TIE HIGH Ixb or Ix8 5heathin 12-24 2 1 2 1 2 2 2 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assemblly dead (] STRENGTH EPDXY ADHE5IVE TO load(O.bxlOpsf). SILL PLATE= IxlO or Larger Sheathin 12-24 3 3 3 3 3 1. Prescriptive limits are based on assumptions of Table 3.4 4. Tabulated connection requirements are based on a 12 " ridge strap spacing,for different fridge '•• r'•.., ' SECURE ANCHOR, DRILf14" DIAM. 2. Tabulated uplift connection requirements assume a building strap s acin s,multiply the tabulated values theappropriate, multi lier below. I.- ANCHOR FOR EPDXY. FOLLOW E - Nall spacing at panel edges (in) p P 9 p y1P ANCHOR BOLTS located in Exposure B. Ridge Connection acin (Ind 12 I6 19.2 24 48 v O MANUFACTURER'S INSTRUCTIONS. F - Nall spacing at Intermediate supports in the panel field (in) . Tabulated uplift connection requirements assume a roof and g g Lu Q- Z AS REQUIRED I. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment p q Multiplier IDD 1.33 1.60 2.00 4.00 -� 0 Z w ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a 5. When the tabulated number of nails required In each end of the stra Ise equal to I and the framing O W - v I- POURED CONCRETE/ requirements shall be used. ceiling assembly Is not resent or if the ceiling assembly is not q p q g W � --► -A W tu Q i 2. Tabulated 12 Inch.o.c.nailspacingassumes sheathing attached to stud framingmembers 9 y p 9 y is attached in accordance with Table 3.1,the ridge strap and additional nalling Is not requirred. 11 IL v 4 � p MASONRY with 6> OACI. For framingemb rs with 0.42< 6<0.49,the nailspacings shall e reduced connected to the roof assembly, the tabulated number of nails 6. When a collar tie is used In lieu of a ridge strap,the number of 10d nalls required In each Tend of FOUNDATION hall be increased by 1 nail at each end of the strap. the collar tie need not exceed the tabulated number of bd nails in a steel strap,or the nurmber to 6 Inches ox.. . Minimum ASTM A653 Grade 33 steel strap. of 12d box nails in each end of the collar tie need not exceed the taulated nuber of IOd box DWG NO 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common Halls. 4. Tabulated nail spacing assumes a building located In Exposure BHalls in a steel strap. ap• 2 STORY END WALL S H EA RWA L L Y. 114" 20 gage ridge strap shall be of A5TM A653 grade 33 steel or equivalent. a . II 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.50U 2015 INTERNATIONAL RE51DENTIAL CODE FA5TENIN6 5GHEDULE TABLE R602.5(I) - continued NUMBER AND TYPE FASTENING 5GHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM DE5GRIPTION OF NUMBER AND TYPE SPAGIN6 AND BUILDING ELEMENTS OF FASTENER a,bc LOCATION ROOF 14 Blocking between ceiling Joists or rafters I6d common (3 1/2"x 0.162") Ib" o.c.face nall 4-8d box (21/2" x 0.113") or to to late I Blocking between telling Joists or rafters to top 3-8d common (2 1/2" x 0.131") : or Toe Hall p p Ibd box(3 1/2"x 0.1359 ;or plate 3-I0d box (3" x 0.1289: or "x I I 12 o.c.face Hall 3-3"x 0,151" nails 15 Bottom plate to Joist,rim Joist,band Joist or 3-I5d box(3 1/2"x 0.135") ;or 3 each Ib" o.c.face nail 4-8d box (2 I/2" x 0.113") or blocking(at brace wall panel) 2-Ibd common (3 1/2"x 0.162');or 2 each 16"o.c.face nall 2 Gelling Joists to top plate 3-8d common (2 1/2"x 0.131") : or Per Joist,Toe Hall g p 4-3"x 0.131"nails 4 each 16" o.c. face nail 3-I0d box(3" x 0.128"): or 4-bd box(2 I/2 "x 0.113");or .3-5"x 0-131" nails3 Gelling Joist not attached to parallel rafter, laps 4-IOd box (3" x 0.128");or 3-Ibd box(31/2 "x "x 0.1) ;or over partitions [see 5ectlons Rb02.3.1,8302.3.2 Face Hall 4-bd common(2 .1 x 0.131) ;or Toe Hall p 3-Ibd common (3 I/2" x 0.162"O;or 4-10d box(3" x 0.128") ;or and Table R&02.5](M 4-3" x 0.131" palls Ib Top or bottom plate to stud 4-:;" x 0.131"Halls Gelling Joist not attached to parallel rafter 3-I6d box(3 1/2 "x 0.135") ;or 4 (heel Joint) [see 5ectlon5 8802.3.1 and 8802.3.2 Table 8802.5.1 (q) Face nall 2-I6d common(31/2 "x 0.162");or End Hall 3-10d box(3"x 0.128");or and Table 8802 5.1(9)] 3 x 0.131" nails 4-10d box(3"x 0.128");or To plates, las at corner s and 3-I0d box(3"x 0.128");or 5 Collar tie to rafter,face Hall or I I/4" x 20 ga. Face nail each rafter 17 p s P 2-Ibd common(3 1/2"x 0.162") ;or Face nail ridge stra to rafter 3-IOd common(3' x 0.148) ;or Intersections V„ „ g p 4-3"x 0.131"nails 3-" x 0.131 palls 3-I6d box naps (3 1/2" x 0.I135") ;or 2 toe nails on one side and I toe nail p 3-Sd box (2 1/2" x 0.113");or 6 Rafter or roof truss to plate 3-I0d common nails (3" x 0.148") ;or IS I"brace to each stud and late 2-Sd common(2 1/2" x 0.131") ; or Face Hall 4-I0d box (3" x 0.128"); or on opposite side of each rafter or 2-I6d box (3" x 0.128") ;or 4-3"x 0.131" nalls truss 2 staples 13/4" 4-I6d (3 1/2" x 0.135") ;or Toe nall ICI I" x b" sheathing to each bearing 3-8d box(2 1/2"x 0.113");or 3-I0d common (3 1/2"x 0.114b"); or g g 2-8d common (2 1/2"x 0.131") ; or Face nall - 4-I0d box(3" x 0.128'7 ; or - -- - - - - - - - _ - _ _ - _ - Roof rafters to ridge,valley or hi rafters or0.125"Y; - - - -- - -- 2-IOd box(3"x or - - -- -- - - --- - - - - --- -� 9 y p 4-3"x 0.131 Halls - - roof rafter to minimum 2" ridge beam 3-I6d box(3 1/2"x 0.135") ;or End nail 2 staples, I" crown, Ib ga.,13/4" Ion 2-I6d common(3 1/2"x 0.162") ;or 3-8d box(2 1/2" x 0.113'9;or 3-I0d box (3" x 0.1289; or 3-8d common (2 1/2" x 0.131") ; or 3-3"x 0.131" nalls g g 3-10d box(3"x 0.1289 ;or Face nall Z WALL 20 I x 8 and wider sheathing to each bearing 3 staples,I"crown, Ib ga., 1 3/4" long Wide-than I"x 8" 0) 8 Stud to stud (not at braced wall parels) I6d common (3 1/2" x 0.162") 24" o.c, face nall 4-8d box(2 1/2"x 0.113); or j iOd box x 0.2 ;or3-8)d common (2 1/2" x 0.131") ;or Ib o.c.face nail (Y 3-I01 box(3"x 0.128") ;or q Stud to stud and abutting stud at Intersecting I6d box (3 I/2" x 0.135") ;or 12" o.c.face nall 4 staples,I" crown, Ib a., 13/4 " lop wall corners (al: braced wall panels) 3 x 0.131 palls I6d common (3 1/2" x 0.162") I6" o.c.face Hall FLOOR SEAL I6" o.c.each edge, face nail 4-5d box (2 1/2" x 0.113); or ��RE ARC Ibd common (3 I/2 x 0.162 9 5 10 Built-up header (2" to 2" header with 1/2" spacer) 21 Joist to sill,top plate or girder 3-Sd common (2 1/2" x 0.131") ;or Toe nail K. I6d box (3 1/2" x 0.135") 12" o.c. each edge face Hall 3-I0d box (3" x 0.1289 ;or 3-3" x 0.131" nails 5-8d box (2 1/2" x 0.113") ;or o II Continuous header to stud toe Hall 4-8d common (2 1/2" x 0.131") ; or 8d box (2 1/2" x 0.113") 4" o.c. toe nall 4-I0d box (3" x 0.1281) 22 Rim Joist ,band Joist or blocking to s111 or J J g Sd common (2 I/2" x 0.1319;or ,A 12 To late to to late 16d common (3 1/2" x 0.162") 16" o.c.face nall top plate (roof applications also) IOd box(3" x 0.128") ;or 9/1. 02 9 4 65 y0� 3" <0.131" palls F Top p p p o.c. toe Hall IOd box (3" x 0.128") ;or 12" o.c. face Hall OF N Ew 3-8d box (2 1/2" x 0.113");or 23 1" x b" subfloor or less to each joist face nail Double top plate splice for SDGs A-D2 with 8-16d common (3 I/2" x 0.162") ;or J 2-bd common (2 I/2 x 0.131) ;or selsmic braced wall line spacing <25' 12-I6d box (3 1/2" x 0.135'9 ;or face nail on each side of end Joint 3-I0d box (3" x 0.128") ;or 13 12-I0d box (3" x 0.128") ;or (minimum 24" lap splice length each 2 staples, I' crown, Ib ga.,13/4" long 12-3"x 0.131" nails side of end Joint) Double top plate; splice 5DG5 DO, DI,or 02; 24 2"subfloor to Jolst or girder 3-Ind box (3 1/2" x 0.135") ;or Blind and face nall and braced wall line spacing > 25' - 12-I6d (3/12 x 0135'7 2-I6d common (3 1/2' x 0.162") 25 2" planks (plank 4 beam - floor b roof) 3-Ibd box (3 1/2" x 0.135") ;or At each bearing,face nall 2-I5d common (3 1/2" x 0.162") 3-I6d common (3 1/2" x 0.162"9 26 Band or rim Joist to Joist 4-10d box(3" x 0.128") ;or End nall 2015 I RG 4-3" x 0.131" nails;or INTERNATIONAL RESIDENTIAL CODE 4-3" x 14 ga.staples,7/16" crown TABLE 8602.10.4 20d common (4"x 0.192") ;or Nall each layer as follows: 32 o.c. at top and bottom and 5taqclered. 13RACING METHODS 10d box (3 " x 0.128) ;or 24" o.c.face nall at top and bottom 27 Built-up girders and beams,2 inch lumber 3 ' x 0.131"rolls staciciered on opposite, sides 2015 IRC Continuous Sheathing Method layers And: INTERNATIONAL RESIDENTIAL CODE 2-20d common R'x 0.192");or Face nail at ends and at each CONNECTION CRITERIA 3-10d box (3" x 0.128") ;or spllce TABLE R602.10.3(1) METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3-3"x 0.131" nails Fasteners Spacing 4-Ibd box (3 1/2" x 0.135") ;or BRACING REQUIREMENTS BASED ON WIND SPEED 28 Ledger strip supporting Joists or rafters 3-Ibd common (3 1/2"x 0.162") ;or At each Joist or rafter,face nail 4-10d box (3" x 0.128") ;or EXP05URE GATECORY B Exterior sheathing per 6" edges 12" field 4-3" x 0.131"Halls 30- FOOT MEAN 8001= HIE6HT MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS - CS-WSP Table 86023(3) 10- FOOT WALL HIE6HT REQUIRED ALONG EACH BRACED WALL LINE m D 2q Bridging to Joist 2-IOd(3" x 0.128') Each end,toe Hall �- 1/2" ^, 2 BRACED WALL LINES I w GOntIYl00051y 5he�thed Interior sheathing per Varles by fastener ULTIMATE DE516N BRACED WALL LINE METHO05 v wood Stru(,turalanei p * Table 8602.3(1) or 8602.3(2) WIND SPEED STORY LOCATION SPAGIN6 METHOD LIBb METHOD GB PWB,WSP 5F8, GS-W5P,G5-6, (MPH) (FEET) P135,PGP,HP5, BV-W5P,ABN,PFH, G5-Pf PF6 G5-5FB c - 10 4.0 4.0 2.5 2.0 � m 20 7.0 7.0 4.0 3.5 30 10.5 10.5 6.0 5.0 40 13.5 13.5 8.0 6.5 50 16.5 16.5 Q.5 8.0 B (00 Ici.5 IG.5 11.5 CIS � < 120 IO -7.5 7.5 4.5 3.5 } O 20 14.0 14.0 8.0 7.0 Q rs = 30 20.0 20.0 11.5 a.5 40 25.5 25.5 15.0 12.5 a )- Z 5PL I C I NC Of'z TOF PLATE 50 31.5 31.5 18.0 15.5 z Z Z TOP PLATE SPLICE LEN6THf 60 37.5 37.5 21.5 18.5 13 J Q A O 13 TOP REEQUIREMMENTE S 5LIGE TO REQUIRREMATEENT5GE 1L F- 10 NP 11.0 6.5 5.5 I 5 kn FOR WIND - EXPO5URE5 BtG FOR WIND - EXP05URE5 B46 20 NP 20.5 11.5 10.0 ONE 5TORY 5LAB ON GRADE ALL OTHER GA5E5 30 NP 2a.0 17.0 14.5 N N 2015 I RG 40 NP 38.0 22.0 18.5 BUILDING MINIMUM 5PLIGE BUILDING MINIMUM 5PLIGE INTERNATIONAL RESIDENTIAL GORE 50 NP 47.0 27.0 23.0 Z 60 NP 55.5 32.0 27.0 DIMENSION (ft) LENGTH (fta DIMEN510N(fta LENGTH (ft) TABLE 8602.3(3) � 12'-O" 3'-O" 12'-O" 2'-O" J." o i REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a b 10 4.5 4.5 2.5 2.5 16�-0�� 4�-0�� 16�-0�� 3�-0il c 20 8.5 8.5 5.0 4.0 Z _j Q i n i u i n i n MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DE51ON 12.0 12.0 7.0 20 -0 5 -0 20 -0 4-0 NOMINAL PANEL NAIL SPAGIN6 WIND 5PEED V ult (L/ 0 1 L STRUG7URAL PANEL MAXIMUM WALL (mph) 40 15.5 155 q.0 7.5 � 24'-0" 6'-O" 24'-0�� 4�-oil 51ZE PENETRATION PANEL SPAN THIGKNE55 STUD SPAGIN6 w n ex osure, ca e or Iq.S Iq.S II.O RATING (INCHES) ED6E5 FIELD p 9 y {- (INCHES) (INCHES) (INGHE5 O.G.) (INCHES O.G.) B G D 60 23.0 23.0 13.0 II.O u i u i n i n 2,51-0 7-0 2L5-0 5 -0 bd COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 - i u I II i u i „ (2.0" x 0.113") - Z � _I 10 8.5 8.5 5.0 4.5 111 32 -O 8 -O 32 -O 6 -O 130 20 16.0 16.0 a.5 8.0 ''nn < TABULATED 5PLIGE LENGTHS A55UME TOP PLATE-TO-TDP PLATE 8d COMMON 16 6 12 170 140 135 23.0 23.0 13.5 Z V GONNEGTION5 U51N5 2-I6d NAILS PER FOOT, FOR SHORTER SPLIG 36 -O -O 36 -O 7-O „ „ 1.75 24/16 7/lb" p II I II I I' ' II (2.5 x 0.131 ) 40 30.0 30.0 17.5 15.0 24 6 12 140 115 110 60 37.0 37.0 21.5 u LEN5TH5, THE NAIL 5PAGIN5 5HALL BE REDUCED IN ORDER TO 40tu -O 11 -0 40 -0 8-O 44.0 44.0 25.0 21.5 p v PROVIDE AN EQUIVALENT NUMBER OF NAILS � O 50-0 13 -0 50-0 l0-0 FOR 51: 1 INCH = 25.4 mm, I mile per hour = 0.447 m/s. LU 0 p- I- ~ Z 1(1 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 10 NP 13.0 7.5 6.5 p w 0 v T (l it it panel strength axis perpendicular to supports. J -1 0 I I d 60 -O 16 -O 60-O 12 -O 20 NP 24.0 13.5 11.5 2 TABULATED 5PLIGE LENGTHS A55UME A BUILDING LOCATED IN B.Table Is based on wind pressure acting toward and away from building surfaces In accordance with 5ectlon 8301.2. Lateral bracing requirements shall be in 0.. (L 0 30 NP 34.5 ICIS I-T.0 In Q 1- D !� I �� I �� G.Woodrsdtructu ance lth l panelslowithhs panrating of Hall-Ib or Wall-24 shall be permittee as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. 40 NP 44.5 25.5 22.0 DWG NO EXPOSURE B AND G 70-O I� -O -f 0-O 14-O �, ,� �� „ or 24 o.c shall be permitted as an alternate to panel with a 24/16 span ratingAall-I6 and Plywood siding Ib o.c.shall be used with studs spaced not 50 NP 55.0 31.5 26.5 3 TOP PLATE5 SHALL BE A MINIMUM OF STUD GRADE MATERIAL 80 -O 22 -O 80 -0 16 -O more than I6 Inches on center. 60 NP 65.0 37.5 31.5 a II TABLE R507.6 DECK BEAM SPAN LENGTHS (FT. - Ill DECK J015T SPAN LE55 THAN OR EG2UAL 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 - O DEGKPO5T51ZE MAXIMUMHE15HT 2 - 2X8 8 - q 7 - 7 6 - q 6 - 2 5 - q 5 - 4 5 - O 4 'X 4 8 FEET . 2 - 2X10 10 - 4 q - 0 8 - 0 1 - 4 6 - q 6 - 4 6 - 0 2 - 2X12 12 - 2 10 - 7 q - 5 8 - 7 8 - 0 1 - 6 7 - 0 4X6 BFEET 3 - 2X6 8 - 2 7 - 5 6 - 8 6 - I 5 - 8 5 - 3 5 - O SOUTHERN PINE 6 X 6 14 FEET 3 - 2X8 10 - 10 q - 6 8 - 6 7 - q 7 - 2 6 - & 6 - 4 3 - 2X10 13 - 0 II - 3 10 - 0 q - 2 8 - 6 7 - 11 7 - 6 3 - 2X12 15 - 3 13 - 3 11 - 10 10 - q 10 - 0 q - 4 8 - 10 3X60R2-2X6 5 - 5 4 - 8 4 - 2 3 - 10 3 - 6 3 - 1 2 - q 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 3XIOOR2-2X10 8 - 4 7 - 3 6 - 6 5 - 11 5 - 6 5 - 1 4 - 8 3X12 OR 2-2X12 q - 8 8 - 5 -1 - 6 6 - 10 6 - 4 5 - 11 5 - 1 MINIMUM END AND EDGE D15TANGE5 AND SPAGIN6 BETWEEN ROW5 DOU5LA5 FIR-LARGH, 4 X 6 6 - 5 5 - 6 4 - 11 4 - 65 4 - 2 3 - II 3 - 8 TOP EDGE BOTTOM E06E ENDS ROW 5PAGING HEM-FIR; 4X8 8 = 5 - -- - -r - 3 - - 6- b - 5 - 11- 5 - 6 5' - 2 4 - 10 - - - - — -- - --- - - - - -- - - -- 5PRUGE-PINE-FIR, REDWOOD, 4 X 10 q - 11 8 - 7 7 - 8 -1 - 0 6 - 6 6 - 1 5 - 5 LEDGER 2 INGHE5 3/4 INCH 2 INGHE5 1 5/5 INGHE5 WESTERN G-EDARS, 4 X 12 II - 5 q - II 8 - 10 8 - I 7 _ (0 7 - O 6 - 7 BAND J015T 3/4 INCH 2 INGHE5 2 INCHES 15/8 INGHE5 Z PONDER0 A PINE, o RED PINE 3 - 2X6 1 - 4 6 - 8 6 - 0 5 - 6 5 - 1 4 - q 4 - 6 3 - 2X8 q - 8 8 - 6 -1 - 7 6 - 11 6 - 5 6 - 0 5 - 8 � 3 - 2X10 12 - 0 10 - 5 q - 4 8 - 6 7 - 10 7 - 4 6 - 11 3 - 2X12 13 - 11 12 - 1 10 - q q - 10 q - I 8 - 6 8 - 1 SEAL ,��RED AROy 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) '- CP �� 9J. 9465 y0� J015T SPAN F 020 F N Ew CONFECTION DETAILS 6 AND LE55 6'-1" TO V 8'-I" TO 10' 10'-1" TO 12' 12'-1" TO 14' 14'-1" TO 16 16'-1" TO 18' ON-GENTER 5PAGIN5 OF FA5TENER5 1/2 I NGH DIAMETER LA6 5GREW W/ 1/2 I NGH 30 23 18 15 13 11 10 MAXIMUM SHEATIN6 1/2 INCH DIAMETER BOLT W/ 1/2 INCH 36 36 34 2q 24 21 Iq MAXIMUM SHEATIN5 1/2 INCH DIAMETER BOLT W/ I INCH 36 36 2q 24 21 18 16 MAXIMUM 5HEAT1 N6 TABLE R507.5 Tm— DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) - Lp � v 5PAG I N6 OF DECK JOISTS WITH NO GANTI LEVER 5PAG I N6 OF DECK J015T5 WITH GANTI LEVER SPECIES SIZE (INGHE5) (INGHE5) A 12 16 24 12 16 24 0 2 X 6 q - 11 q - 0 7 - 7 6 - 8 6 - 8 6 - 8 Table P5201.1 51 ZE OF TRAPS FOR PLUMB I N6 FIXTURES 2X8 13 - I II - 10 q - 8 10 - I 10 - I q - 8 SOUTHERN PINE PLUMBING FIXTURE TRAP slzE � 2X10 16 R1 - 2 14 - 0 II - 5 14 - 6 14 - 0 II - 5 (MIN. 2 X 12 18 - 0 16 - 6 15 - 6 18 - 0 16 _ (0 13 - 6 BATHTUB (with or without } _ O shower head and/or 1 1/2 O t- 2 X 6 q - 6 8 - 8 1 - 2 6 - 5 (0 - 5 (0 - 5 Bidet whirlpool attachments) 1 1/4 V } DOUGLAS FIR-LARGH, } z 2X8 12 - 6 11 - 1 q - I q - 5 HEM-FIR, - 5 q - I O w ? � � Clothes with standpipe 2 Z 5PRUi_'/E-PINE-FIR, 2 X 10 15 - 8 15 - 1 II - 1 13 - -1 13 - 7 II - 1 Dishwasher (on separate trap) 1 1/2tL 2X12 18 - 0 15 - q 12 - 10 18 - 0 15 - q 12 - 10 �n � Floor drain 2 3: :21 Kitchen 0 2 X 6 8 - 10 8 - 0 1 - 0 5 - -1 5 - -1 5 - 7 traps, with korrnwithout o _ REDWOOD, dishwasher and food waste 1 1/2 Z ry WESTERN GEDAR5, 2 X 8 II - 8 10 - 7 8 - 8 8 - 6 5 _ 6 8 - (9 disposer) Laundryto PONDEROSA PINE, 2 X 10 14 - II 13 - 0 10 - 7 12 - 3 12 - 3 10 - 1 one omore compartments) 1 1/2 Sec. P3103.1 - Roof Extensions 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 t V 6 1 2 X 12 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, ower ase on --he total observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than ED flow rate through7'-0" above the roof. Z showerheads and bodysprays) Sec. P3103.2 - Frost Closure fL Flow rate: Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or O O 5.7gpm 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 O TABLE R507.4 more than 5.7gpm up to 12.3gpm 2 less than 1 foot inside the thermal envelope of the building. ~ _ more than 12.3gpm up to 25.8gpm 3 ljl O MAXIMUM JOIST SPACING more than 25.8gpm up to 55. 6gpm 4 O �/ I— -1 Z MATERIAL TYPE AND MAXIMUM ON-GENTER J015T 5PAGIN6 ~ Z NOMINAL SIZE PERPENDIGULAR TO J015T DIA60NAL TO J015T PLUMBING I. ALL HA5TE AND VENT PIPIN5 ABOVE GRADE SHALL BE ll5GHEDULE 40 DW. lJ7 v Q I/4-INCH-THICK WOOD 16 INGHE5 12 INGHE5 2. ALL HA5TE PIPIN5 BELOH GRADE 5HALL BE 5TANDARD WEIGHT GA5T IRON.. 3.ALL HOT AND GOLD PATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, Lu ALL SOLDER 5HALL 3E LEAD FREE. Q Q W v O 2-INCH-THINGK WOOD 24 INGHE5 16 INGHE5 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH I/2 INSULATION. 5. ALL FIXTURES 5HALL 5E A5 5ELEGTED BY OHNER. (L v (� <1 p 6. ALL HORK 5HALL CONFORM TO REGUIREMENT5 OF THE HEALTH DEPT., PLA5TIG GOMP051TE IN AGGORDANGE W/ IN AGGORDANGE W/ STATE BUILDING AND ENERGY CODE. DWG NO SECTION R507.3 5EGTION R501.3 Al II 2015 INTERNATIONAL INTERNATIONAL ENERGY CON5ERYATION GORE TABLE R402.4.I.I AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 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 the building envelope. a sealing material. narrow cavities shall be filled by Insulation The exterior thermal envelope contains a Narrow cavities that on Installation readily conforms to the General requirements' continuous air barrier. available cavity space. Breaks or Joints In the air barrier shall be sealed. Air sealing shall be provided between the Garage separation The air barrier in any dropped ceiling/soffit The Insulation In any dropped ceiling/soffit garage and conditioned spaces. shall be aligned with the Insulation and any shall be aligned with the air barrier. gaps In the air barrier shall be sealed. Recessed light fixtures Installed In the building Recessed light fixtures Installed In the building Geiling/att'c Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IG Access openings,drop down stairs or knee drywall. rated. wall doors to unconditioned attic spaces shall be sealed. Batt Insulation shall be cut neatly to fit The Junction of the foundation and sill plate Cavities within corners and headers of frame Plumbin and wlrin around wiring and plumbing In exterior walls, shall be sealed. walls shall be Insulated by completely filling g g or Insulation that on installatlon readily The Junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend Walls exterior walls shall be sealed. resistance of R-3 per Inch minimum. behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope Insulation for framed The air barrier Installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be Installed In substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be Insulated. and continuous alignment with the air barrier. them from the showers and tubs. The space between window/door Jambs and The air barrier shall be Installed behind 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-,hall be installed. - - - -- - — - - - .-- - Rim Joists shall include the air barrier. Rim Joists shall be Insulated. HVAG register boots that penetrate building Rim Joists HVAG register boots thermal envelope shall be sealed to the subfloor or drywall. The air barrier shall be Installed at any Floor framing cavity Insulation shall be Z exposed edge of insulation. Installed to maintain permanent contact with When required to be sealed,concealed fire O the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner lfl Floors(Including above garage and framing cavity Insulation shall be permitted that is recommended by the manufacturer. cantilevered floors) to be In contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not U 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. from the bottom to the top of all perimeter floor framing members. SEAL Exposed earth In an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue K TARC. h� Crawl space walls shall be covered with a Glass 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. y�-A � o EXTERIOR IN5ULATED WALL CP qT 0P940 y0� ATTIC IN5ULATION PLYWOOD/05B 5HEATING F OF NEW INSTALL INTERIOR 5HEATING IN5TALL I" RIGID INSULATION 51TE BUILT ATTIC ENGL05URE - MECHANICALLY 5EGURED AT EXTERIOR WALL PRIOR GUT TO FIT BETWEEN THE RAFTERS. TO INTERIOR WALL A55EMBLY PORCH RAFTER FOAM SEAL BOTH 51DE5 ALONG �' RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" RAFTER WITH EXPANDING FOAM SEALANT. �� PARTITION WALL PARTITION WALL � MAINTAIN EQUAL VENT 5PAGE VENTED AIR5PAGE FOR LENGTH OF RI61D INSULATION COMPRE551BLE WEATHER5TRIPPING I ATTIC IN5ULATION AT PERIMETER OF ENCL05URE l 2X LEDGER ON TOP OF SEALANT TYPICAL WEATHER BARRIER AND 5HEATING INSTALL I" RIGID IN15ULATION VERTICALLY TO �� --- --- - MECHANICAL LATCH TO CONNECT IN5ULATIN5 5HEATIN5 ATTIC FLOOR FRAMING PRE55URE SEAL AT TO RIGID INSULATION BAFFLE �� WEATHERSTRIPPING FOAM SEAL BOTH JOINTS I I /PAPER LADDER BLOCKING A5 REQ'D BUILDINGI GONTINUOU5 BEAD OF SEALANT O WEATHER BARRIER�I I INSULATED EXTERIOR WALL 1 1/2" RIC710 INSULATION o , r------- I I EXTERIOR IN5ULATED NALL o a MANUFACTURED PULL o DOWN STAIR I I PETA I L AIR SIMAL"INO' AT COMMON WALL N.T.5 0 1� T�I J.. BETH= v�Lt.IN& UNITS I m O CRETA I L r IN EXT. I '�' LI�TION '�TIA� N.T.5 i w � ATTIC MAVZ GA LS V dTAIF WAL.IN6 AT ATTIC PULL DOM ATTIC, STAIR N.T.5LU 1��T�I� d1 AM SCALINO AT PORCH ROOF AT N.T.5 MANUFACTURED RECESSED LIGHT ENCLOSURE 111 I/2" PLY 40= VJCTt" IOM &CATIi ID ATTIC IN5ULATION ATTIC TRU55 v m VENTED AIR5PAGE I I �-- ,/ I I Q ATTIC INSULATION I I CO/ Q INSTALL I" RIGID ROU&H GUT _ _ ___ ___ _ AROUND VENTILATION CHUTE �� F - AIR SEAL PERIMETER WITH EXPANDING FOAM 5EALANT ' I PREFAB—� O FIREPLACE UNIT EXPNADING 5EALANT AT PEIMETER DRYWALL CEILING O REGE55ED LIGHTING FIXTURE EXTERIOR IN5ULATED WALL } Z CONTINUOUS BEAD OF 5EALANT zz CONTINUOUS BEAD OF 5EALANT Q W INSULATED EXTERIOR t" O I I/2" RIGID INSULATION STUD WALL RIGID INSULATION SHEATHING "R-VALUE/THIGKNE55 PER CLIMATE _ IN5TALL INTERIOR /� PETAL (TAPE ALL JOINTS) h 1L EXTERIOR IN50LATED WALL 5HEATIN6 PRIOR TO 111 � INTALLATION OF PREFAB O :3t- } FIREPLACE UNIT AIR SMALINO AT LIOHTINO IN ATTIC, N.T.5 PORCH RAFTER Z 5 T I 2X LEDGER NSULATTOP OF ION � O IN KI610 11MLATIOrN A6 ATTIC, "AVE N.T.5 RIGIz S LZ CIT ArZOUR2 Ai' Lr,.= VLW GONTINUOU5 BEAD OF 5EALANT Q -A C O I- ATTIC IN5ULATION '*'-—WOOD FRAME FLOOR A55EMBLY O - IL/ NOTE : WOOD TRU55 FRAMING r-------4 Z 5HEATH INTERIOR OF ° PROVIDE ICE BARRIERS AS PER SEC. R905 .1.2 I �- Q .- ATTIC AGGE55 TO AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS 0 +I" OF IN5ULATION LEVEL OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- D (" RIGID INSULATION ADHERING POLYMER-MODIFIED BITUMEN SHEET IN �, tu Q to PLACE OF NORMAL UNDERLAYMENT AND SHALL _ siWall j EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR O Q wO i WALL LINE. W O- F- ~ Z 1-Q AGGE55 PANEL Q z — T W Q DRAW AGGE55 PANEL 5NU6 0( � _j � (u < � WITH PERIMETER SCREWS Q ceTAI L TRIM A5 REQUIRDED 1 t- FINISHED CEILING CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS %- PETAL PHO NO AIR SEALING' AT MATMORM P= N.T.5 OF UL 127 AND SHALL BE INSTALLED AND MANIPAGTUFD PIitL!PLAM ASSSMSLY TERMINATED IN ACCORDANCE WITH THE AIR WALING AT P01WH ROOF AT IN N.T.5 i mr=TA I L MANUFACTURER' S INSTRUCTIONS AS PER SEC. R1005 810117 IN15ULATION 9MATIN15 AIR SM4LINS AT ATTIC HATCH // FINISH WREM N.T.S. 5TA65ER FA5TENER5 IN 2 ROH5 FIGURE R501.2.30) DECK ATTACHMENT FOR LATERAL LOAD5 FIGURE R602.10.50) LAG 5GREH OR BOLT •DI5TANGE SHALL BE PERMITTED TO BRAGED HALL PANEL CONNECTION HHEN PERPENDICULAR TO FLOOR/GEILING FRAMING BE REDUCED TO 4.5" IF LAG 5GREH5 r ARE U5ED OR BOLT 5PAGING 15 FLOOR SWEATING NAILING A i • REDUCED TO THAT OF LAG 5GREH5 6" MAXIMUM ON CENTER TO "NOTE: THI15 DETAIL 15 APPLIGAPABLE " J015T WITH HOLD DOWN HOLD DOWN OR 5HEATIN6 OR 51MILAR DEVICE HHERE FLOOR J015T5 ARE SIDING B ATTACH 2X8 LEDGERS TO 2X8 PARALLEL TO DECK J015T5. BAND JOISTS. LEDGER 5.5 MIN FOR 2X8 FLA5ING FOR HATER TIGHTNE55 GONTINUOU5 RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING 6.5" MIN FOR 2X10 FOR 51: 1 INCH = 25.4 MM DECKING OR END J015T MEMBER DIRECTLY ABOVE ® I6" O.G.ALONG 1.5" MIN FOR 2X12 FLOOR JOI DECK J015T 2X LEDGER WITH FA5TENER5 BRACED HALL PANEL BRACED HALL PANEL IN ACCORDANCE WITH TABLE 8501.2 Sd ® 6 O.G.ALONG BRACED HALL PANEL Sd ® 6" O.G.ALONG TOE NAIL 3-8d NAILS AT FLOOR JOI APPROVED J015T HANGERS BRACED HALL PANEL EACH BLOCKING MEMBER HOLD-DOHN DEVICE MIN.150 LB. CAPACITY BRACED HALL PANEL BRACED HALL PANEL BRACED HALL PANEL AT 4 LOGATION5,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVIGE5 3-16d ® 16"O.G.ALONG 3-16d 0 16" O.G.ALONG 3-16d AT EACH SHALL FULLY ENGAGE DECK JOIST PER BRACED HALL PANEL BRAGED HALL PANEL BLOCKING MEMBER HOLD-DOWN MANUFACTURER. f4 2-I6d NAILS EACH 51DE A FULLY THREADED 3/8" DIAMETER LAG GONTINUOU5 RIM ADDITIONAL FRAMING 5GREH PREDRILLED HITH MIN.3" PENETRATION OR END J015T MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. BRACED HALL PANEL ® 16" D.G.ALONG BRACED HALL PANEL FOR 51: 1 INCH = 25.4 MM FOR 51: 1 INCH = 25.4 MM Table P3201.1 51ZE OF TRAPS FOR PLUMBING FIXTURES VENTED ATTICS WITH AIR PERMEABLE INSULATION t!1 Sec. P3103. 1 - Roof Extensions ZO INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than W 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95`o value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool 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: 5E less than 1 foot inside the thermal envelope of the building. Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 RED R C AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Dishwasher (on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR ASELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN v Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTENDA MINIMUM OF 24"INSIDE THE EXTERIOR traps, with or without WALL LINE. dishwasher and food waste 1 1/2 9 029465 O disposer) lF OF N Ew y SHEATHING Laundry to 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 LIQUID FLASHING 7hower (based on the totai NOTE: flow rate through PROVIDE SMOKE DETECTORS & showerheads and bodysprays) CARBON MONOXIDE DETECTORS Flow rate: AS PER SEC. R314, 315 5.7gpm and less 1 1/2 OF 2015 IRC more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 DETECTORS TO EHARDWIRED ATP. SHIELD more than 25.8gpm up to 55. 6gpm 4 &INTERCONNECONNECTED. NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE: OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION V PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION i THE CONSTRUCTION TYPE v m DESIGNATION SHALL BE I , II , III , IVORV 0- TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE Q UNDER SECTION 602 OF THE BCNYS 11.1 SECTION 1265.4 SIGN OR SYMBOL 0( (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 M 6 DIAME ER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST O r CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL 1N 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 I (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 EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. F- z (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, Z z U1 OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER O W p J REFLECTIVE RED , OR DECALz0 SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF . PANTONE#187 ' REFLECTIVE WHITE 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 u- Ul (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: 0 � t- 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 p 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 REQUIREDBY 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 I , II , 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. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) M (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO,THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION v Z OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: J m OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL(REQUIRED BY THIS PART SHALL (i)7"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; —1 O r, I HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;ANDQj OL }- Z (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. 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 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, 1 O 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE — { OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY Z STROKE ROOF FLOOR v = ' OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT 1- DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIIGN OR SYMBOL TO BE LESS CONSPICUOUS ` COMPONENTS THAT ARE OF , TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. Y TRUSS TYPE CONSTRUCTION v Q — FLOOR FRAMING , INCLUDING w z z Z F O GIRDERS AND BEAMS Ili - t 111 Q OI ROOF FRAMING � � � � � � ~ R � DNC NO FR FLOOR AND ROOF FRAMING ROOF AND FLOOR BUILDING IN5PEGTOR HILL VERIFY IN5TALLTION OF 516N/5YMB0L DURING FINAL IN5PEGTION. a CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA M.00CIN6 0 CHIYVALL [REFER TO TABLE R301.2(1)OF THE RE51DENTIAL CODE OF NEW YORK 5TATE IBC HINODE515N 5E15MIG SUBJECT TO DAMAGE FROM ICE 5HIELD FLOOD AIR MEAN GROUND DESIGN WINTER ANNUAL GENERAL FASTENING 5GHEDULE NERAL5NOW LOAD 5PEEd T6pOG BORNE-BORNE GATE60RY FROST LINE DESIGN UNDERLAYMENT HAZARD FREEZING .HEMP RIDGE-PLATFORM FRAMING ONLY RAPHIG DEBRIS °WEATHERING TERMITE �� REQUIRED INDEX 1. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING MPH F DEPTH RESIDENTIAL GORE OF NEW YORK 5TATE IL USE A MINIMUM OF DEPARTMENT. 20 PSF 130vult NO FROM THE B SEVERE 3 FEET MODERATE 15" YE5 CONTACT 5qq 51" TWO Sd NAILS THIS GON5TR IGTION IN RE 1 DE516N CRITERIA. 6ION5 WHERE THE BA51G SIDE OF TRU55. 2. ALL WORK SHALL CONF=ORM WITH N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING GOA5T BOF To HEAVY BLD6 DEPT 83012TOTAL 4 -Sd NAILS a CODE, 2015 IRG, 2016 UNIFORM CODE SUPPLEMENT A5 WELL AS ALL OTHER CODES WIND 5PEED5 FROM FIGURE R301.2(4) EQUAL OR EXCEED 130 MILES PER HOUR INTO TRU55. INTERIOR 5PAGE5 INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LE55 THAN 68 DEGREE5 FAHRENHEIT AT A POINT 3 FEET (171.1 km/h)54ALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. REFERENCED THEREIN, AND LOCAL BUILDING CODES. 3. ALL UNNOTED OR NONV151BLE EA5EMENT5 OR CONDITIONS WHICH SHALL ARISE ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2015 IMG 304.1)SYSTEM DESIGN SHALL BE BASED ON MAX 12 DEGREES HEATING,MINIMUM 15 DEGREES COOLING �1� / DURING THE COURSE OF: CONSTRUCTION THAT DISAGREES WITH THAT INDICATED DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB Bq,WET BULB 15(2015 IPG APPDX D)AL50 A5 PER 2015 IBG CHAPTER I6 5EGTION 160q AND I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST ATTIC V l AND PAPER ASSOCIATION(AF1PA)-WOOD FRAME CONSTRUCTION � ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY A5CE1 -WIND EXPOSURE GATECORY AND 50RFAGE ROUGHNESS 15 B.USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND. MANUAL FOR ONE AND TWO FAMILY DWELLIN65(WFGM); THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND TABLE 8301 1 BLOGKIN6 2 BAYS CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY MINIMUM UNIFORM D15TRIBUTED DESIGN LOADS ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBER5 BACK® 4'-0"O.G. • AR151N6 THEREFROM. 2 - Sd NAILS 4. NO DEVIATIONS OR GHAN6E5 TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55 [REFER TO TABLE 8301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI ALLOWABLE INTO PLATES14 FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. 5TRUGTURAL MEMBER DEFLECTION 8 - 8d NAILS 5. DRY WELL5 A5 REQUIRED BY STATE AND LOCAL CODES. USE LIVE LOAD DEAD LOAD RAFTERS HAVING SLOPES GREATER THAN L/180 EXTERIOR BALGONIE5 60 psf 10 psf WITH NO FIN15HED GEILING ATTACHED TO SECOND FLOOR TO STUD H11m�son 5 rong-Tie LU 6. ALL DIMEN510115 HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECTRAFTER5 DECKS 40 psf 10 psf INTERIOR WALL5 AND PARITION5 H/180 RAFTER TIE DETAIL TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PA55EN&ER VEHICLE C 7E5 50 psf A5 PER PLAN BLOGKIN6 2 BAY5 AND AS DIRECTED ANL/OR APPROVED BY THE ARCHITECT OR ENGINEER. FLOOR5 AND PLA5TERED GEILIN65 L/3(90 BACK® 4'-0"o.G. 1. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) to psf to psf ALL OTHER STRUCTURAL MEMBER5 U240 X 011 ftrorng-TSO H7 Z NTS. CERTIFICATES, CERTIFICATE OF OCCUPANGY/ COMPLETION AND U.L. APPROVAL. ATTIG5 WITH 5TORAGE(ROOF BELOW 3 PITCH) 20 p5f IO psf EXTERIOR WALL5 WITH PLA5TER OR H/360 ROOM5 OTHER THAN 5LEEPIN6 ROOMS 40 psf 10 p5f 5T000O FIN15H a ®INTERIOR ZONE 8. TH15 SET OF PLANS 15 THE PROPERTY OF TEHN DESIGN GROUP LLC. AND 15 5LEEPIN6 ROOMS 30 p5f 10 psf EXTERIOR WALL5--WIND LOADS a WITH FIRST FLOOR FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT 15 NOT BRITTLE FIN15HE5 U240 ®PERIMETER ZONE CONSTRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY 5TAIR5 40 psf 10 psf WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TERN DE516N 6ROUP LLC. 6UARDRAIL5 AND HANDRAIL5 200 p5f 10 psf EXTERIOR WALLS--WIND LOADS a WITH U120 - 6ABLE WALL FLEXIBLE FINI5HE5 NOTE: q. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ROOF LOADING(LIVE = GROUND SNOW LOAD 12 psf OR I.FOR GABLE ROOF5 10° TO 45° PITGHE5 (EDGE ZONE) BLOCKING 2 BAY5 15 RESPONSIBLE FOR DE516N INTENT ONLY. ADJUSTMENT5 A5 PER TABLE 83015 OF THE 45psf ATTIC NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. BACK® 4'-0" O.G. 15 psf FOR a 10. ANY MATERIALS OR WC>RKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE RESIDENTIAL CODE OF NEW YORK 5TATE) a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O.1 2.SEE FASTENING 5GHEDULE A FOR NAILING BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE IN EA.ZONE OF THE DETERMINING DEFLECTION LIMITS HEREIN. 11. GONTRAGTOR SHALL B= FAMILIAR WITH THE CURRENT 6ENERAL REQUIREMENT5 OF ALL STANDARD AND 51DEGIALTY SYSTEMS / MATERIALS USED WITHIN THIS THIS PROJECT WITH THE: M05T STRINGENT RECOMMENDATIONS / REQUIREMENTS TO BE FOLLOWED. 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED �IE�IE CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION NAILING AND 57RAPPIN6 ALL 5TRAPPIN6 TO BE 114 x 16 GAUGE 5TL L z THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. °SIMP50N° EQUIVALENT - G516Z (GOILED STRAP) I---L� 13. ANY AND ALL D15GREPANGIES TO BE REPORTED TO ENGINEER. �� 12 MIN. BEARING 14. WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE WITH SECTION R101 AND INSULATION LU SHALL BE IN AGGGORDANGE WITH SECTION 8316. T I NO NoTGHE5 1 p 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION 8102 AND AT RAFTER TO RIDGE CONNECTION ® EACH L D/6 MAX. PERMITTED EXTERIOR WALL GOVERIN5 SHALL BE IN ACCORDANCE WITH SECTION R103 SEAL 16. TH15 PROJECT GOMPLIE5 W/ THE 2015 INTERNATIONAL RESIDENTIAL CODE AND FOR 5TRAP- 3 bd COMMON NAIL5® EA.END OF STRAP I I I I D/b MAX. BRED ARC MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, FOR NOTED COLLAR/GL6 TIE- 3 IOd COMMON NAILS 0 EA. N K. PLUMBING SYSTEM GONPLIE5 CHAPTER 24 THROUGH CHAPTER 32, ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 GARPENTRY: ] - 1 FLOOR J0I5T-CENTER GUT SIMPSON STRON6TIE 0/4 MAX, u� < I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERWISE NOTED ( U.O.N.) ALTERNATE H1Z AT RAFTER TO TOP PLATE TO 5TUD CONNECTION. ® I6"O.G. COLLAR TIE �� •• 2. ALL LUMBER TO BE A MINIMUM OF 8 ABOVE FINISHED GRADE. (U.O.N.) -� FOR 5TRAP- 3 3 d COMMON NAILS® EA.END OF STRAP D 9X 02901 O FOR TOENAILING- 3 L d COMMON NAIL5 O F NEW 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ SILL SEAL. SILL TO BE A.G.Q. WOOD FOR G.J.TO R.R.- JI J6 d COMMON NAIL5(FOR 5 PITCH) 2- 2" x 6" U.O.N. !ALITERNATE q 16 d COMMON NAIL5(FOR 8 PITCH) D/3 MAX. E FOR q OF EA.PLATE TO PLATFORM ABOVE- I Jb d COMMON NAIL5® Ib"O.G. 4. ALL JOISTS HANGERS 1"0 BE "TECO" OR EQIUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENIN55. (U.O.N.) 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) 1. ALL BEAMS, 61RDER5, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. AT STUD TO FLOOR A55EMBLY TO STUD CONNECTION ® 16" O.G. MAX.D FROM (ONLY APPLIGIABLE FOR TWO STORY GONFI6URATION5): 5UPPORT FLOOR J015T-END GUTS 8. ALL WINDOWS TO BE IN CONFORMANCE W/ ATTACHED ENER6Y STATEMENT H/ MODELS NUMBERS ON PLANS. FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP d q. PROVIDE ATLEAST (I)l dINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGFOR�OF EA.PLATE TO PLATFORM ABOVE ® OF EA.PLATE TOENCY ALTERNATE PLATFORM BELOW- 1 16 d COMMON NAIL5® 16"O.G. D ESCAPE. IN CONFORMANCE WITH 2015 I.R.G CODE SEG. 8310 MIN OPENIN5 OF 5.150. FEET CONFI6uRATION ( 5.0 SQ. FEET @ 6RADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED D13 MAX. FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. AT 5TUD TO FLOOR A55EMBLY TO SILL PLATE(5) CONNECTION ® 16"O.G. 10. EXTERIOR WINDOW5 ARE TO BE DE515NED IN ACCORDANCE WITH SECTION RbOq. ALL 5LAZIN6 SHALL COMPLY WITH SECTION R30b. FOR 5TRAP- 3 8 d COMMON NAIL5® EA.END of STRAP 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.1 FOR d of EA.PLATE TO PLATFORM BELOW- RAFTER GEILIN6 JOISTS I Ib d COMMON NAILS® Ib"O.G. 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE a INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND GEILIN55 GOMPR151N6 ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. a "51MP50N"I D/3 MAX. 13. ASPHALT 5HIN6LE5 ARE TO BE INSTALLED IIN ACCORDANCE WITH SECTION Rg05.2. a (OR EQUAL) ELEGTRIGAL: ° I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 2 IN.MIN.FROM TOP m INTERNATIONAL RESIDENTIAL CODE 5EGTION5 FOR ELECTRICAL CODE OF NEW YORK STATE. AT 5TUD To FLOOR A55EMBLY TO SILL PLATE(5)CONNECTION AND BOTTOM of J0I5T i- 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION ° ° 51 ON GRADE APPLICATION: ® 32" O.G. PIPE OR CONDUIT ,�I V OF WORK. ° ° FOR 5TRAP- 3 8 d COMMON NAIL5 0 EA.END OF STRAP D W (ACTUAL DEPTH) ,wn LU tu 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/ CHAPTERS 34-43 a a FORCkOF EA.PLATE TO PLATFORM BELOW- I J6 d COMMON NAILS AND LOCAL BUILDING DEPARTMENT. a ° ° ® 32 O.C. GUTTING DRILLING AND NOTCHING DETAIL 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION 8314. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. OF JOI5T5 ((� 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. *1%1?IGAL SWTION* `Q (b. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATION5, CONCRETE AND M650NARY: NAILING 4 5TRAPPIN6 9 EXTERIOR WINDOW/DOOR HEADER W I. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN, UNDISTURBED SOIL. TABLE 8301.2.1.2 WIND-BORNE DEBR15 PROTEGTION FASTENING 5GHEDULE lu 2. 501E ASSUMED TO HAVE A MINIMUM BEARIid6 CAPACITY OF (I)TON / SQ. FOOT. FOR WOOD 5TRUGTURAL PANELS abtid HALL STAIRS, HANDRAILS O O 3. FOOTIN65 TO REST A MIN 3'-O" BELOW 6RADE. U.O.N. STEP FOOTIN65 @ 1:2 RATIO RAILINGS SHALL GOMPLY (1' RISE MAX) W/ RGNY5 5EG. R-311 } 4. WALLS TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENT 5HOWN ON FASTENING SCHEDULE B z } z EA5TENER 5PAGIN6 (INGHE59 O w p PLANS. (U.O.N.) b Z z -1 W NO ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS TOP PLATES � � � � 5. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS UNTIL FIRST TIER OF EA5TENER 4 FEET< 6 FEET< FRAMING OR PROPER BRAG INO 15 IN PLACE. TYFE PANEL SPAN PANEL SPAN PANEL 5PAN A [IN ACCORDANCE WITH WOOD FRAME � Iv p 0 2 <_4 FEET CONSTRUCTION MANUAL 2001 EDITIONI � <6 FEET < 8 FEET \ � � 6. FOOTINGS TO BE OF POURED CONCRETE CF SIZE SHOWN ON PLANS. NOTATION 1. ALL OPENIN55 FOR 65 FLUES, UTILITIES, ETC. TO BE FILLED 50LID WITH CONCRETE. No. b WOOD 5GREW BASED BORED HOLE MAX. D ROUGH A B G D E F ALL 61RDER5 WITH BEAM POGKET5 ARE TO BE STEEL SHIMMED W/ 1/2" SPACE © ANCHOR WITH 2-INCH 16 IO 8 oPNS z DIOAF4�EPEPTH SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH E Z 8. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE 5TREN6TH @ 28 DAYS OF B 2'-0" 2 I-2'X 4' I I I I No. 10 WOOD 5GREW BASE G Uj Q W 4 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. ANCHOR WITH 2-INCH I6 12 q 4'-0" 4 I-2'x 4' 2 2 2 2 z_ HARDWOOD OR STEEL HANDRAIL 3,500 P.5.1. 6ARAOE _iLAB / EXPOSED SLAB ON 6RADE / POURED STEPS. 5/8 MIN.TO EDGE EMBEDMENT LENGTH2-2"X 4" W/ 1 1/2" MIN. FINGER GLR. AND NOT q. CONCRETE SLABS TO REST UPON MINIMUM 6 OF FINE GRAVEL OR SAND WITH b'-0' �b -M- 3 3 3 3 Q C F 1-2"X TO PROJECT MORE THAN 4.5" o Z -A V.B.MINIMUM EMIL. POLY. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. Y4 -INGH LAG, 5GEW BASED 2-2"x 4" 5/8 MIN.TO EDGE ANCHOR WITH 2-INGH 16 16 16 -OR- 3 3 3 3 FROM THE WALL. 10. ALL 5LAB5 ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. I-2'x 6' C� 0� NOTCH MU5T NOT EMBEDMENT LENGTHQ w ED 25%OF 11. BRICK VENEER TO BE ANCHORED W/ (1) WALL TIE EVERY 32" O.G. VERTICALLY AND lo'-0" 10 2-2'x b" 4 4 4 4 Lu NCSTUD DEPTH O ~ O EVERY 18" O.G. HORIZONTALLY W/ FLASHED JOINT © BRICK LE06E OR RELIEVIN6 ANGLE - W/ WEEP HOLES @ 4'-O" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. a 12'-0" 12 2-2'X b" 5 4 5 4 In BORED HOLE5 5HALL NOT BE IF HOLE 15 BETWEEN 40%AND 60% � ° LOCATED IN THE SAME GRO55 OF STUD DEPTH THEN 5TUD MUST BE O 12. APPLY (I) GOAT OFA >PHALTIG BASED DAMPROOFIN6 TO EXTERIOR OF FOUNDATION a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. DOUBLED AND NO MORE THAN TWO W SECTION OF GUT OR NOTCH IN I- FROM FOOTING TO 2" ABOVE FINISHED 6RADE, UNLE55 WET SITE CONDITIONS EXCEED b.Fasteners Shall be Installed at opposite ends of the wood structural panel. 4 WOOD 5TRINGER, 5TUD 5EGGE551VE 5TUD5 ARE DOUBLED Z Q = CODE LIMITS. c.Nally Shall be 10d common or 12d box nails. a ° JAGK5 d KIN65 M TREADS, $ RISERS AND 50 BORED d. Where screws are attached to masonry or masonry/stucco,they shall be WRAPPED UNDER O N 13. THE MA50NARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RI001. attached utilizing vibration-resistant anchors having a minimum ultimate ° SILL PLATE Q v PLUMBING, MECHANICAL, FUEL GAS, A/G: withdrawal capacity of 410 pounds. U1NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. I I/4" NOSING v NOTATION: O I. PLUMBING TO COMPLY WITH 2015 I.P.G, 2015 I.M.G AND 2015 I.F.6.G. AND THE BUILDING DEPARTMENT. CHAPTER 3 BUILDING PLANNING v CIL O 2. 51TE SANITARY 5Y5TE'15 ARE TO COMPLY WITH 5.G.D.H.5. REQUIREMENT5. SECTION R301 DESIGN GRITERIA A-NUMBER OF 8d NAILS® EA.END OF STRAPPING5(TABLE 3.1,P. 154) s (TABLE 6A PA6E 316) DRILLING AND NOTCHING DETAIL Z Z 1(1 ** MINIMUM WIDTH OF STAIRS TO BE 3'-0" � O � - v � � O 3. PLUMBING, MECHANICAL, FUEL 6A5 5Y5TEM5 SHALL COMPLY WITH THE RESIDENTIAL WOOD 5TRUGTURAL PANELS WITH A MINIMUM THICKNE55 OF 3(b"AND A MAXIMUM 5PAN B-NUMBER OF 51LL 5TUD5-ON FLAT(DOE5 NOT APPLY TO DOOR5)(TABLES 3.238,P.143) OF 5TUD5 _j -i to QI I SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. G-NUMBER OF FULL HEIGHT KING 5TUD5® EA.SIDE OF HEADER(TABLES 323G,P. Iq3) D_ IL 0 0) Q p AND FUEL 6A5 CODE (CHAPTER 24) OF 2015 I.R.G PANELS 5HALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE D-NUMBER OF Ibd NAIL5.END-NAILED THROUGH ADJAGENT KIN6 5TUD TO END OF HEADER STAIR DETAIL 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS PROVIDED.ATTACHMENTS 5HALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.12 OR 5HALL a EA.51DE(TABLE 3.1,P. 151) d (TABLE bA PAGE 31b) DWG NO BE DE516NED TO RE515T THE GOMPONENT5 AND GLADDIN6 LOAD5 DETERMINED IN ACCORDANCE E-NUMBER OF JACK 5TU05® EA.END OF HEADERS(TABLES 322F,P. IQU A55UME DBL.HDR. 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. N.T.S. 5. THE EX. HEATIN6/A.G. 5Y5TEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOAD5 OF WITH THE PROVISIONS OF THE 2015 I.R.G. F-NUMBER OF Ibd NAIL5 END-NAILED THROUGH ADJAGENT JACK 57UD5 TO END OF 51LL(5) PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UP6RADED TO MEET CODE COMPLIANCE. ® EA.51DE(DOES NOT APPLY TO DOOR5)(TABLE5 3.8,P. 151)4 (TABLE 6A PAGE 316)