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Home My WebLink About46960-Z O�OSIIFFQ(k G Town of Southold 12/22/2022 P.O.Box 1179 y 53095 Main Rd W� o�9 Southold,New York 11971�f CERTIFICATE OF OCCUPANCY No: 43713 Date: 12/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3915 Stillwater Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-1-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2021 pursuant to which Building Permit No. 46960 dated 10/12/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with partially finished basement(recreation room and bathroom) front covered porch rear raised patio, rear covered porch and second floor deck as applied for. The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0240 9/28/2022 ELECTRICAL CERTIFICATE NO. 46960 11/14/2022 PLUMBERS CERTIFICATION DATED 11/18/2022 Plumbin th iz Signature ��O�Og�FFOtK p. Town of Southold 12/22/2022 y� P.O.Box 1179 o. w 53095 Main Rd oy off ✓ Southold,New York 11971 .��1 CERTIFICATE OF OCCUPANCY No: 43714 Date: 12/22/2022' THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3915 Stillwater Ave,Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-1-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2021 pursuant to which Building Permit No. 46960 dated 10/12/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: detached accessory garage with attached deck as applied for. The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46960 11/14/2022 PLUMBERS CERTIFICATION DATED A o iz ignature ;,.Z eco TOWN OF SOUTHOLD a Gyp BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY 40 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#: 46960 Date: 10/12/2021 Permission is hereby granted to: Zoumas, loannis 2050 North Country Rd Wading River, NY 11792 To: Demolish existing single family dwelling with attached deck, and detached accessory garage with attached deck. Construction of new single family dwelling with attached porches and detached accessory garage as applied for and with Trustees #9866, DEC and SCHD approvals. AZT V1022_AMEND Permit;to include partially finished basement as per plans provided. No additional fees due. At premises located at: 3915 Stillwater Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 137.-1-5.1 Pursuant to application dated 8/31/2021 and approved by the Building Inspector. To expire on 4/13/2023. Fees: Total: $5,206.60 Building Inspector Lam_ TOWN OF SOUTHOLD �o�gUfFDl�co . ay BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46960 Date: 10/12/2021 Permission is hereby granted to: Zoumas, loannis 2050 North Country Rd Wading River, NY 11792 To: Demolish existing single family dwelling with attached deck, and detached accessory garage with attached deck. Construction of new single family dwelling with attached porches and detached accessory garage as applied for and with Trustees #9866, DEC and SCHD approvals. At premises located at: 3915 Stillwater Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 137.-1-5.1 Pursuant to application dated 8/31/2021 and approved by the Building Inspector. To expire on 4/13/2023. Fees: DEMOLITION $863.80 CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,562.40 ACCESSORY $330.40 CO-ACCESSORY BUILDING $50.00 Total: $4,856.60 Building Inspector OF SOUr�®l h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 R �Q sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 Comm t►,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: loannis Zoumas Address: 3915 Stillwater Ave city:Cutchogue st: NY zip: 11935 Building Permit* 46960 Section: 137 Block: 1 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Yannucci Electric License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service 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 $9 Ceiling Fixtures 11 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 22 Smoke Detectors 5 Main Panel 200X2 A/C Condenser 3 Single Recpt 1 Recessed Fixtures 132 CO2 Detectors Sub Panel 100A A/C Blowerd Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump 11 Other Equipment: Septic Disconnect, Central Vac, Car Charger Outlet, Floor Heat 4, Oven, Fridge, Mini Fridge, W/D, DW 2, Micro, Hood, 200A Panel 42 Circuit/32 Used, 200A Panel 42 Circuit/27 Nates: 100A Panel 20 Circuit/ 5 Used House &Accessory Garage Inspector Signature: Date: November 14, 2022 S.Devlin-Cert Electrical Compliance Form SOUryo , . Telephone(631)765-1802 Town Ball Annexa Fax(631)765-9502 54375 Main Road ', < P.O.Box 1179 G •' Southold,NY 11971-0959 BUILDING DEPARTMENT NOV �0�2 TOWN OF SOUTHOLD C E RT IFjCAT.IO.N Date: Building Permit No. � 6 V Owner: ` �� -/ �- (Please print) Plumber: '1G - (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. --.---...-- (Plumbers Signature Sworn to before me this 6 �� day of Nc7 20 CONNIE D.BUNCH Notary Public,State of New York Notary Public, _ C`autty No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 QV SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [4 F UNDATION 1 ST [ ] ROUGH PL13G. [ UNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA KS: l dh/ O DATE INSPECTOR OF50GTy�� --- * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPEC 'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: to r ►� re c� f OKV// — DATE ANSPECTOR OE SOUK,°lo # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATInni/red 11 King_ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Rf INSPECTOR Qsjf so &q &o # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1l CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 Stv r ' 4 Lile m DATE Z INSPECTOR r/" F k,-0FS0Ulyo�o �-1 LSO ` ` G /ISI✓`� # # TOWN OF SOUTHOLD BUILDING DEPT. �o �ycourm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �- v!n A 7gjt7, 441- 1 ell ok= DATE Lo INSPECTOR li r_Fl �o�aOF SOpT�o� # f TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ KINSUUATIOWCAULKING GH PLBG. FOUNDATION 2ND [ L [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vOhAn b AV bVd W:�A kMVlL4& VvUll M&AA DATE Y°r L�/ INSPECTOR OF SO!/l/Yp �D A to # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ( ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O REMARKS: v V C -r islA1,4 SAO— Q f N� DATE 1 INSPECTOR lQjjjf so TOWN-OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALIVO 9 4"- 6AY419---- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CA V T vwl 1/u'� -✓ DATE INSPECTORX46r Home Energy. Rating Certificate. Rating Date: 2022-10-12 Final Report Registry ID: 575808099 Ekotrope ID: ZdmX7yRL HE,RSo Index Score: Annual Home: Your home's HERS score is a relative 3915 Stillwater ' • . • performance score.The lower the number,54 $2,4348 • • • the more - efficient - home. . - - • Zournas Your Home's Estimated Energy Use: This home meets or exceeds the Use[MstulAnnual cost criteria of the following: Heating 105.9 $142 2020 New York ECCC Cooling 0.9 $50 2018 International Energy Conservation Code Hot Water 11.0 $12 Lights/Appliances 32.6 $1,610 Service Charges $120 Generation(e.g.Solar). 0:0 $0 Total: 150.3 $1,934 HERS'Inde)( Home Feature Summary: Rating Completed by: Q Moroen•.ay HomeType: Single family detached } Model: N/A Energy Rater. Michael Fauci ISO FxisNnRESNET ID: 8619824 g. 14.' Community: Single and Separate Homes iso Conditioned Floor Area: 5,514 ftz Rating Company: Energy Testing Services 320 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference �o Primary Heating System: Boiler•Natural Gas•95.1 AFUE 631-244-2627 Home 90 Primary Cooling System: Air Conditioner-Electric-16 SEER Rating Provider: Building Efficiency Resources so Primary Water Heating: Boiler-Natural Gas-0.95 Energy Factor PO Box 1769 Brevard,NC 28712 m House rightness: 2576 CFM50(2.79 ACH50) 60800-399-9620 Ventilation: 103 CFM-30 Wattsso 40 Duct Leakage to Outside: Untested Forced Air ao This Home30 ^ F Above Grade Walls: R-27 o Ceiling: Attic,R-41 Zero Energy io Window Type: U-Value:0.3,SHGC:03 � f attd Home 0 Foundation Walls: R-13 Michael Fauci,Certified Energy Rater ® • Lou Energy Framed Floor: R-30 Digitally signed:11/11/22 at 214 PM ekotrope Ekotrope"TER-Version.4.023029 t Jim 3915 Stillwater Road Cutchogue, NY 11935 Builder: John Zoumas i Community: Single and Separate THIS HOME IS CERTIFIED TO MEET THE NEWYORK 2020 CODE f Building Features Ceiling Attic, R-41 Duct.Supply R-81.0, Return R-8.0 Above Grade Walls R-27 Duct Leakage to Outside Untested Forced Air Foundation Walls R-13 Total Duct Leakage 59 CFM @ 25Pa(Post-Construction) I "Framed Floor R-30 Heating Boiler- Natural Gas•95.1 AFUE Slab R-0.0 Perimeter, R-0.0 Under. Cooling Air Conditioner* Electric• 16 SEER i Infiltration 2576 CFM50(2.79 ACH50)- Water Heating Boiler• Natural Gas•0.95 Energy Factor t Window U-Value: 0.3, SHGC:0.3 { j As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of f Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County_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.If 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. I Name: Michael Fauci Signature: deI !i Organization: Energy Testing Services Digitally signed: 11/11/22 at 2:14 PM { Ekotrope RATER-Version 4.0.2.3029 I New York ECCC 2020 Certificate compliance results calculated"using Ekotrope RATER's'energy and code compliance algorithm,including appropriate amendments. I Ekotrope RATER is a RESNETAccredited HERS Rating.Too].All.results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report - - — --- — — —� ----- - - N "Iry Will —V Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 3915 Stillwater Road City: Cutchogue Builder Name: John Zoumas Builder Tracking 4 Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-11-10 Outdoors Temp During Test: 59 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓. Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes[E No❑ Tvne: Furnace❑Boiler 21 Heat Pump Q Other❑ I z Ventine Type 3 Drat S iS i_p llape _ p llog CO CO E tcien Fuel Tvpe Circle T e) Pascal (Worst Case (Natural) (Worst Case (Natural) Rating:95•1 N❑✓ P❑O❑E❑ NQNOM[]S_2 NSA Pa. Pass❑✓ Fail❑_ PassR Fail❑ N/A PPM NIA PPM Yes ❑✓ Tie: Standard TankaIndirect Tankless ❑ Size: 0.0 Style Common Vent Water Heater Primary: No n Instantaneous ✓❑Commercial See Note ) (Gallons) a Stand Alone s z Veining Type 3 Drat Sip llaze SO ale(Natural) CO CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.95 N✓❑P❑O aE0 N❑M❑S Q✓ N/A Pa. Pass❑✓ Fail❑ Pass✓❑_Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 2 PPM I Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N. =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: . - Date: 2022-11-11 3915 Stillwater Road Cutcho ue 'NY HERSO . • . D. Oct 54 HERS Registry ID:575808099 Annual Estimates: Rating Company: Electric(kWh): 8,661.3 EnergyTesting Services . Natural Gas(Therms): .1,207.7 Reting.Provider. Building Efficiency Resources CO2(Tons): 10.8 Rating Provider Address: Approx.Energy Cost: _$1,934 PO Bok 1769 Brevard,NC 28712 Home Feature Summary: Monrmrry Single family detached,4. bedrooms;5,514 W iw FJdsdegiw Heating:95:1 AFUE No.170a iso Cooling:16 SEER 1 110 110 Hot Water:0.95 Energy Factor Reference100 I Home Air Leakage: 90 e? 2576 CFM50(2.79 ACH50) ' Ventilation:103 CFM•30 W ssoo Duct LTO:Untested Forced'Air io. This Home Above Grade Walls:R-27 2. .Ceiling:Attic,R-41 ZeroEner Loa—r]LLoa— gy- !° Window:U:03•SHGC:0.3 H°me ° Foundation Walls:R-13 "� l•ntn.rey Ekotrope RATER-Version:' ekotrope 4.023029 This report does�t consMute any warranty or quarantm I AFFIDAVIT TO UNDERTAKE LANDSCAPING IMPROVEMENTS PROPERTY:3915 STILLWATER AVENUE,CUTCHOGUE,NEW YORK State of Newn York: County of 1 v ,�✓ Daniel Katch and Michal Katcher,being duly sworn, deposes and state; 1. Pursuant to a contract of sale dated June 24, 2022, we are the purchasers of a newly constructed residence commonly referred to as 3915 Stillwater Avenue, Cutchogue, County of Suffolk and State of New York(the"Property"), 2. As mandated by Chapter 236 of the Town Code for the Town of Southold,the Seller,John Zoumas,has installed certain improvements to meet the minimum standard under Chapter 236 and to prevent runoff from the Property to adjoining properties. 3. In addition to the said improvements performed by John Zoumas, and to further comply with Chapter 236 of the Town Code, in the Spring/Summer of 2023, when the weather permits landscape work at 3915 Stillwater Avenue, Cutchogue, all areas of the property landward of the bulkhead which are not a structure, driveway, masonry, or gravel shall have lawn installed or be planted and mulched. There will be no areas on site that will remain with exposed soil. The intended design is annexed hereto as exhibit"A". 4. We are making this affidavit with knowledge that the Town of Southold is relying on the representations contained herein and undertaking to perform such improvements to the Property so as to be compliant with Chapter 236 of the Town Code for the Town of Southold. ® Ih I(n I it IUI L� DEC 1'3 2022 DANIEL KATCHER BUILDINGDEPT, TOWN OFSOMOLD MICHAL KATCHER Sworn before me by Daniel Katcher and Michal Katcher this_J ' ay of December,2022. J1A I I W�tl HERYL ANN HEYWARD Notary Public Notary Public,State of New York No.01 HE6074855 Qualified in Bronx County Certificate filed in New York County Commission Expires May 27,20" P .-J.-/-r••._- .tLIIi1MC1OI1N41ML1.6•IOYNRMRrYYL.R41l UIYR. _ �a ...— / - -- --t -ceurlllelwwuraoua.nruWwrwuorrwve»I,amtlowm KATCHER RESIDENCE M 3 tr ai P ; Yw«anwunnan °<u hair a°u+ua»,an.a xnw..r. 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" ,.fir 1 t? �• j' _�♦ ' +�F� �. �sl•r F• y�, t 1 1. _.� �. ♦' -. �- r �4<s h+a7f*Y'?i c �,qr�� '!'y"K rRs- MS`'�� .. }'T/""'"'r i •P !.,' - i1f.Vs. ��.... -..,�,: J` v' qty' a �� {��5.� �� w - .yam •., - � �� - +�� ;��Wil,j;a�•?J:��f. .ti � � - - iS:G� lelgZ � If W4 ly r UP ��Y[7 �i1�:T�d"•' _�( i ,�'� 'rte " ��.*'�'� _} � ��^ -� J/ 1 � ��, ,d. `♦S."S Y: tom_: *�w ydwv' /•.11 �; J '��If T`F'� y, �',��..," •'f,4, ��'., 7, �� +..fie 'sC.'y �jiU: 7-��.�:tea •� ,. f l -"�' '.;,0 ++s ,'ielr`;w1,e�eCaw/F'> .J - S cc"ii't•»++ �• f T Y..w.. � f p "/��d'�^.q 8~►s�F) )�.-,, � Ali fth; V�re,7, �\t. YYJ�./. ►i Q M '�► i b A�iµ.!g ��•��1 � a. .ram.r��2Y17�� `'�.,r��; �M1k j'°zM:W ..�..,,. v�, •a�'e7�1•t Yt l� _1A��+dr n 3, .p. i -„G A' .\S+. .l Adl y { .a c.• r�^ � 5�; � r•�'<. �r ti '� T e � .,�ji:. \, Sk 1 _ y �`�$ �.��•+'�- -7�vm�x �� era ,,.- • �' « �.' Jl\, �. / ` 1S�\ b+3.��,Vf %i':� 'alb al `�,y a siA•e'}: yc Y tr / Z• �y -` ) s„� lxKyt. `}. .. '- ��• _ 3- i ��`('!^d�;,3 •• ,� ice." '"�r ,+.,r• _ � � - f'. /• 4� TLS".. i•cam `7. •\''.•' C Y k�t'a�a e;� �` .�� _ F. A )J ♦ '1.A'��: !y! \ ,�1 T . :' M�y,AyQ '03 ve ,01AV fr 00 ra sq�i�� f.��'�*.A� SF .��r-j'�,s�l•t-�•`�r), _N�' � 1 O• ,'�� «�� :�'".:�`,1 p1� ��, 1)'fdr Jet . FF� • C�� y �.f ,Tit. '�p 4�•^'a a"�e•�, � }E�fii. �_ .'k,.�.• t � tl t till NOV 1 5 2022 ?.U7LDTjqG DEPT. ` GoWJN Sys SOT,JT.:I'L.D SION INC . corny(K-6uy—ah.—Y—o— I' G3 .yi3.673 Date: 10/25/2022 Client: Mildred David Estimate-or work at 3525 StillwaterAve: -Work carried out on property- -Supply&install approx. 155'of French drain piped into dry well. To be constructed with socked SDR pipe. Backfilled properly with filter fabric&drainage stone. Including all hand labor&equipment time Sub Total: $17,050.00 -Dispose of excess fill from drain&dry well off site(labor included in above) Sub Total: $1,100.00 -Supply&Install approx.60'of solid SDR to drywell Sub Total: $660.00 -Supply&Install 1,8'x4'dry well with traffic dome Sub Total: $2,750.00 -Replace&compact unsalvageable RCA&driveway stone Sub Total: $1,150.00 -Fix grade on cryptomeria&rake in sand Sub Total: $450.00 -Utility mark out Sub Total: $450.00 Total: $23,610.00 -Work done on new building lot -Supply&install approx. 155'of French drain piped into dry well. To be constructed with socked SDR pipe. Backfilled properly with filter fabric&drainage stone. Including all hand labor&equipment time Sub Total: $7,750.00 -Dispose of excess fill off site Sub Total: $1,100.00 -Supply&Install 1,8'x4'dry well with traffic dome Sub Total: $2,750.00 * If existing dry well is useable on site and/or if fill generated from drain can stay on site we can back out those numbers respectively* Total: $11,600.00 FOUNDATION(IST) ® r _ e D• • ? Wm . LNoROUGH FRAMING-&- . t t Mm INSULATIONPERN Y. STATE ENERGY •D MOM SRI Us'dwTalm ; BLit'-, - Jl. 1 �11I PDITIONAL COMMENTS, _ IM 11,E.i■ - � �_ TOWN OF SOUTHOLD—BUILDING DEPARTMEENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502-hLtps://www.southoldtoLAM.Pov Date Received APPLICATION FOR BUILDING PERMIT I I .' L) [ECE For Office Use Only PERMIT NO. Building inspector: AUG 3 1 2021 ,Appl�ic tions andforr-ris must be filled ou't in their-entirety.Incomplete . ' a " BUIT,D[N, G DEPT. applications will not be accepted..Where the Applicant,is not ihe owner,an TW'. '0 whees'AuthorizatY fiforrn'(Pog�72)shall bb,c6irpleted."'. Date:- q210A'0/'a0')'1 OWNEk(S)'OF PROPERTY. Name: SCTM#1000- 37 Project Ac(dress Phone#: <- Email zow 1w" Mailing Address: t-' : . 1 7777'7---'7'7-!7 '��' I I - I " 'CONTACT PERSON--- Name: Mailing Address: C-zwyrA.,124--.-wk&mg, -k' .e Phone#: 1571 Email: DESIGN PROFESSIONAL INFORMATION: bA a," Name: "t o-- Mailing Address: ae &4 Phone#: 0DOTR ACT09 ikFORmATioN: Name: Mailing Addres' Phone#: Email: �DESORIOT116N'60 PROPOSED CONSTRUCTION N(NewStructure DAddition CAlteration EIRepair eDemolition Estimated Cost of Project: ElOther 00-000-00 Will the lot be re-graded? E]Yes 0 No Will excess fill be removed from premises? E]Yes 0 No r PROPERTY-INFORMATION', Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _ f this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Check Box After Readi ng: Th owner/contractor%design professional is responsible for all`drainage and storm water issues as provided by- Chapter 236 of the Town code.,APPLICATION IS HEREBY MAD66 the Building Departriment for,the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town'of Southold,Suffolk,County,New York and other applicable laws,Ordinances:or Regulations,for the construction of buildings, additions,alterations odor removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code; ` housing-code'and regulations and to addilt authorized inspectors on.premises and in building(s)for necessary inspections.False'statements_made herein ar`e. punishable"as a'ClassA misdemeanor'pursuant to Section 210.45`of the New York State Penal Law Application Submitted By(prin ameh er r„Q ❑Author' ed Acrent 19ivner Signature of Applicant: W Date: —(ot � STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Co JjI(e-A C-f 1)1- / 4)W 1V E::6= (contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 3 day of ,20 c:�: -" Notary ublic MARY E. ZOUM'AS NOTARY PUBLIC-STATE•OF_NEICV.Y No, 01-z06045952`.:'`:;;. RRPERTY OWNER AUTHORIZATION Qualified in SOjol`k'co!unty:y'-'k(Where the applicant is not the owner) My Commission Expires 08-07-1n7? I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 gfFO(q�`O TOWN OF SOUTHOLD-BUILDING DEPARTMENT fr�_0 ta= yaE Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �o ao�4 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn�gov nr � Date Received APPLICATION FOR BUILDING PERMIT 141- For Office Use Only PERMIT NO. Building Inspector: D [E(gzGVF' Applications and.forms must'be filled out in their entirety. Incomplete JUL _ s 20 22 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization"form(Page 2)shall be completed.'` BUILDING DEFT. Date: -7/7 TO1"Z OF SOUTHOLDD OWNER(S)OF PROPERTY: SCTM#1000- Name: ANNt S �o NZ- Omk% Project Address Phone#: _ Email: -:;70VM Mailing Address: CONTACT PERSON: . Name: Mailing Address: a0_S70 l oQ2• - •- -1 179d #: - 16_ 3 . Email: - DESIGN PROFESSIONAL INFORMATION: Name: - A, Mailing Address: �o--- - ,D � . -GRAS - I ��N G- - v2 Q• N� -.--LI-7 - - - - Phone#: Email: -�Ltt DO- /a'�`• CONTRACTOR INFORMATION: Name: S Nr- - -N MPr w1 - -- - ---- - -- - Mailing Address: Phone#: Email: D CRIPTION OF PR POSED'CONSTRUCTION New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1-a®-®0D.0 0 Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes El No 1 K PROPERTY INFORMATION` .: Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. .-The owh6t contractor desi n rofessional:is r ' 11Check 13®x After-Reading•= ., / - / g p � esponsible for all.dra'inage and'storm water issues as provided by, Chapter 236 of the?own Code:`APPLICATION 15'HEREBY MADE to the Building Department for the•issuance of a Building Permtt pursuant to the Building Zone Ordinance of`the Town of Southold;Suffolk;County,New,York.and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or foeremoval or demolition as herein described'.TNe applicadtragrees,to comply with all applicable,laws,ordinances;building code, ' housing code and regulations and to,admit,authorhed inspectors onpiemises and irrbuilding(s)for necessary inspections.False.statements made herein are., purli[04le'a;a Class A misdemeanorpursuant to Section'210 45 of the'New York State Penal law �A14iJ�/S �� c9 M l Application Submitted By(print e). Authorized Agent Owner Signature of Applicant: Date: 7 ZO Z Z s M�14.RY a^;Z�OA M`AS STATE OF NEW YORK) P`�UBLjC STATE;OF,` NOTAiiYNEW YORK SS: „N'6'i A Q i,20'8045952 -` ', , COUNTY OF S u 401N< ) Qu8lified`in Suffolk County. , Nly Coinmi's�ion£i�pirS�8 07=2022: y 0—ytrtc,s -06 s-•^'►^"d being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of JIJ20 a-1' aryu lic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ARD OF SOULHOLD TOWN TRUSTEES .' . :.. ....: . OUTHO `-`D`-,":NEW-:YORK .' '..�'PERMIT.°NOc 9866':;.�:; '�'; :.::.. .:: .> -�.-: :`:�:•.:`:DATE: AYRII :1.4'�202.1:`-.;�':: ..:.:..:�� : �.�°. ..;��...: . . . ISSUED-T406:.--:IOANNIS ;:::PROPS. TYADDRESS;; 39IS:STILY,WATEI .AVENUE: '. S ::100W. .....:....:... .'..: .... ..:..... ..: :. . . . .. '�.:;�:�:.':�•° `TAUT_HORIZATION`:`>'::::�`:;:,� Aursuant:'`fo':the"' ro .. �ns�ons� of:Ch-....te :...• 5;.. •, .,.,.,; _ .d .:.::. .. .. ap r.27 _,of,.the Towri:Code 'ofaIie Torun;of':Southold.an accordance with=;the.esolption of:the.Boar of;Trustees adopted at:the nieehng:l eld on.Apnl 1 ;=202 ;ana:iri :. cons�deration;of-4phcation fee°inahe sum:of$250:OO:gaid b _Toaiuus JoIin:Zo`umas and sub'ect'fo°tie:Teinis'. . . ; . and:Condmo ns_as.state 'in:tlie;ltesolutaoI the;SoutHolil Town;.Board=;ofTrustees;autlioiazes:and peri fits the, following Permit to.,demolIsh and remove e�shn dwelhn and detached. ara a an .:egcayafion, :regwred;for:the'removaUdemolition***Wbe;l�ackfilled:and.com acted;witli,'cleau:lii i.-embil :.:.. , „. ., P. g.... water services.and.sanitaiy systems are to,be,:disConnectecl and abandoned,m place:as=per::':. D.H ;standards,construct a proposed 2600ss1ft ivvo=story.residencQ with :basement 576s: ft:detag.l., a e 2 8:OOs: ft stone:drivcwa' 03:Os 390sgft.covered porch,and':a.720sg:ft.m, xQundL:pool,connect;;proposed;dweWngao putilic. :;water and underground eectrrcal:servrces;installs S; H S.approved UA septic system; ;there is:uo:eVp 'd'M 46;lie needed:.for<tliis."ro ect.:due.to16 much..material;will:;need.to:.be..::;: excavated for construction, the total excavated matestimated at 850:cubic yards,any: unused ma ,.,,,,.,,.,......:. aerial.;will;:beremgved::;from.:the;sifg::toasuitablefacili..: .;flie:overalldsturtiancefor`;�: tlie:projectvi�ll`Ie 30500s: ft:...(i:70acres ;_establish`and:; e: eiaall:: maintain;a:20';.wide:non turf buffer,and as,dep"A'd o''tb_a site p1an::preQared by L K McT eaw; ssociates,h'-'-xeceived on A ri1:122021:and stain .ed a 'roved P. ::. P. PP.... P..:... IN WITIESS.VM EOF ,tliesaid:Board:,of..Tnistges;l erehy causea'its Co:: orate:Seal''to be:affixed and.the'se rp presents to be suliscntieS by.a:malonty of the said Boazd as:of the 14th day of Apri1,.2021 :s. .r .. ..... :.. . .... .... ..... ..... ... . . .. : ... : . NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-02770 PERMIT Under..the.Environmental..Conse.rvation Law. :; ,CL Permittee and.Facility Information Permit Issued To: Facility: IOANNIS ZOUMAS ZOUMAS PROPERTY 2050 N COUNTRY RD 3915 STILLWATER AVE(1000-137-01-5.001 WADING RIVER,NY 11792 CUTCHOGUE,NY,11935 Facility Application.Contact: , CHRISTOPHER F DWYER LK McLean Associates PC 437 S COUNTRY RD BROOKHAVEN,NY 11719 (631)286-8668 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: CUTCHOGUE Facility Principal Reference Point: NYTM-E: 712.747 NYTM-N: 4543. 32 Latitude: 41°00'48.0" Longitude: 72°2.8'11.9" Authorized Activity: Replace the existing house,septic system, garage and other associated structures with a new house and associated patios,pool, garage,driveway and UA.OWTS all as shown on the' attached plans prepared by L.K.McLean Associates P.C.,sheets C1,dated April 2021, S1 last revised 7/26/21, and S2 dated January 2021,all stamped"NYSDEC Approved" on.8/11/2021. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-02770/00002 New Permit. Effective Date: 8/11/2021 Expiration Date: 8/10/2026_ NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations;and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookI50 Circle Rd Stony Brook,NY 1179U 3U9; Authorized Signature: Date_ .I1 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02770 Distribution List CHRISTOPHER F DWYER, Marine Habitat Protection KEVIN A KISPERT Permit_Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL..AUTHORIZED PERMITS. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 7/26/2021 NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following _....,,. Permits:._TIDAL WETLANDS 1. Conformance With,Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application.. Such approved.plans were prepared by L.K.McLean Associates P.C., sheets C 1,dated April 2021, S 1 last revised 7/26/21,and S2 dated January 2021,all stamped"NYSDEC Approved"on 8/11/2021. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed.notification form certifying that they are fully aware of and understand all.terms and conditions of this permit.,Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Tree Clearing The proposed project is within the 1.5 mile buffer from an acoustically detected summer occurrence of the Northern long-eared bats.To avoid a"take" of this species which is listed as "threatened"by both New York State and the US Fish& Wildlife Service,the clear cutting of trees is prohibited between March 1st and November 30th of an calendar year. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02770 5. Concrete Leachate.During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 7. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility.These materials shall be suitably stabilized as not to re-enter any water body,wetland or wetland adjacent area. 8. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 9. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 10. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.)immediately following.project completion or,prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay.mulch or jute matting until weather conditions favor germination. 11. Clean Fill Only All fill shall consist of clean sand, gravel,or soil(not asphalt,slag,flyash,broken concrete or demolition debris). 12. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional .area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 13. Install,Maintain Erosion Controls Necessary erosion control measures,i.e., straw bales, silt fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to ,- be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 15. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 16. Driveway/Parking Area of Pervious Material. Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility'DEC ID-14738-02770 ' a � 17. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS)Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services(SCDHS). If SCDHS rescinds its approval of one or more of these models_during the'term of this permit,DEC will no longer approve new installations of that model.The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at; Overview of Provisionally Approved,Technologies, 18. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS) The permittee must maintain,service and repair.the installed UA OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 19. Dewatering Discharge Regardless of the dewatering method employed(wellpoint system, "mudsucker"pump, other)and the point of discharge(direct to.surface water or into storm drain), it is the permittee's responsibility to ensure that the discharge does not visibly increase the turbidity of the receiving water body or result in the scour or erosion of the bed or banks of the receiving water body. Appropriate measures such as the use of geotextile filter bags to remove solids from the discharged water and the use of a diffuser or other energy dissipater to prevent bottom scour must be used. 20. Dewatering Permit If dewatering is conductedusing a well point system with a collective capacity (i.e.pump capacity) greater than 45 gallons per minute,.or if dewatering is conducted without the use of wellpoints,but the rate of pumping will exceed 100,000 gallons per day as averaged over a 30-day period, a Long Island Well Dewatering Permit,or a Water Withdrawal permit respectively, is required prior to dewatering. 21. Contain Exposed,Stockpiled Soils All disturbed.areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 22. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work.herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-02770 y r � i 24. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of saidwaters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such.time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable,and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 25. State May Require Site Restoration If upon the expiration or revocation of this permit,the project-hereby authorized has not been completed,the applicant shall,,without expense to the State,and to,such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such. removal or alteration. 26. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials Associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subjeci,to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3).. The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be.available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. Page 5 of 7 C �g�ff0 ILDING DEPARTMENT- Electrical Inspector �y0�' FER 1 5 2022 0 TOWN OF SOUTHOLD suiLDiNo DEPT Town Hall Annex- 54375 Main Road - PO Box 1179 oy� Oar SOUTHOLD Southold, New York 11971-0959 0 ap Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ab-southoldtownny.gov — seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/22 Company Name: Yannucci Electrical Services, INC Electrician's Name: Vinny Yannucci License No.: 50592-ME Elec. email:Vinny@Yeselectricalinc.com Elec. Phone No: 631-258-7324 Coml I request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: loannL John Zoumas Address: 3915 Stillwater Ave Cutchogue, NY 11935 Cross Street: Track Phone No.: Bldg.Permit#: Li 0 email: Tax Map District: 1000 Section: 13-7 Block: / Lot: S BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling and Accy Garage TOTAL$350 House=$225 Accy Garage=$125 Square Footage: 13345 Circle All That Apply: Is job ready for inspection?: ❑ YES �NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# ONew Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FV-12 ✓ H Frame Pole Work done on Service? Y N Additional Information:400amp underground service on h-frame PAYMENT DUE WITH APPLICATION X00 o�S11FF0(,��oG BUILDING DEPARTMENT-Electrical Inspector C* x TOWN OF SOUTHOLD Gy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 1/86- Date 2 / . 2022 Customer Name o Zo M Electrician Name / 43,0QV1693 Address s 4.? - aA h `o Phone ( 2S 732 e-mail _ e-mail 4 Phone License# `5' Size L106 A Phase Overhead Underground Y #of Meters Remarks "-- #of Underground Laterals New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali 0 da s fr the date above. Authorized by E v EILDING DEPARTMENT- Electrical Inspector �o�S�fFo R 15 2022 TOWN OF SOUTHOLDCO p FE BUILDING DEPT Town Hall Annex - 54375 Main Road - PO Box 1179 Vno • OWN O�,soUTHOLD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 O! �' rogerr(a southoldtownn .qov — seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/22 Company Name: Yannucci Electrical Services, INC Electrician's Name: Vinny Yannucci License No.: 50592-ME Elec. email:Vinny@Yeselectricalinc,com Elec. Phone No: 631-258-7324 Cil request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: loan4s John Zoumas Address: 3915 Stillwater Ave Cutchogue, NY 11935 Cross Street: Track Phone No.: Bldg.Permit#: �} p q (� 0 email: Tax Map District: 1000 Section: 13-7 Block: / Lot: S. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling and Accy Garage TOTAL$350 House=$225 Accy Garage=$125 Square Footage: 13345 Circle All That Apply: Is job ready for inspection?: YES [2fNO Rough In Final Do you need a Temp Certificate?: 0 YE8 O NO Issued On-erA aAW Temp Information: (All information required) Service SizeIV1 Ph 03 Ph Size: 400 A # Meters 1 Old Meter# QNew Service0 Fire ReconnectOFlood ReconnectOService Reconnect ElundergroundElOverhead # Underground Laterals 1 V 2 ✓ H Frame '" Pole Work done on Service? r__1 Y N Additional Information:400amp undergrou serv"e n h-frame PAYMENT DUE WITH APPLICATION PERMIT # res Switches Outlets G F I's Surface � • �� Sconce HH's UC Lts Fans ( Fridge HW Exhaust Oven WAD Smokes DW Min Carbon Micro Generator Combo Cooktop Transfer AC� AH Hood Service Amps Have Used Special: e .�-P�,�v'' �a/lF/` �'�[/ �►�`j ��V ZV �� Comments nationalgrid November 24, 2020 loannis John Zoumas 2050 N Country Rd Wading River, NY 11792 Email: ize oumas c@.g_maii.com National Grid WO#T102350128—3915 Stillwater Ave, Cutchogue To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on November 20, 2020. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections 111Ii.(1 5/10/2021 - IOANNIS ZOUMAS Service To: ,2015 N COUNTRY RD 3915 STILLWATER AV WADING RIVER NY,NY 11792 CUTCHOGUE,NY 11935 Customer Project#:900000130155 Dear IOANNIS ZOUMAS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have.any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI C1 L:K.McLEAN ASSOCIATES, P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 1/6/22 :.. PRO1 NO.: 20092 437 SOUTH COUNTRY ROAD ATT: To Whom It;May Concern BROOKHAVEN,NEW YORK 11719 RE: 3915 Stillwater Cutchogue TO: Town of Southold Building Department 54375 Main Road PO Boz 1179 Foundation Survey- Southold,NY 11971 We are sending you Fx Attached Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter . Change Order Other: Copies Date No.Sheets Description 1 12/30/2021 1 Foundation Survey These are transmitted as checked below: For Approval Approved as Noted Resubmit. .. Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan_to Us _ REMARKS: Copy To: LKMA File Copy Signed: Christopher F.Dwyer,Associate(Auth.Agent) .. .r.i Y , PROaLCT ''_ LOCATION a15-s LOCATION MAP SCA!E, I--800' ! LOT 17 1 v r,?• 1 10" 'p rc,.-cE aarl R'PQs1-AND v1R£rv;c£ N 44'22'28'Por ea s f-1.�' i6. 345.10' 4,_—L —L. :r—'—L-7aL' ._r " T �u• « -- -ER�s_ ..T=Pews 14, 353• q QVAGL ,\ PQSf Q4lC\ �> 2G' >-1 tii 1 1 ed' to, \ 1f0', i ) y i1C' / "IR N N 1 ion �,~\ % ' j\ `2' 1 l C.4ElE {. 1` R T, VAL�1 ,C y ( f` `�/J f \ P arr rrav t 11 L ET!b tee" —u 3' - GIZAve4.carvev tY l ` W LAI RE 1 __ 1fJyS~ �-Lf OC o II ` I 4 ✓✓ U s%ar Ire ' x is, ._ \\ zo• 1 1 \CC•.-£TE AD WWI)R — ------- l6 \. --- -- - cu Z ti is,rvnl ! 's• �l ) / P tn�c ` sLai[ 'B 7Cxu vaQD r•Ecx l N (n I 1 f , TEST MIM LCCRION— __----- ' !— - R1 Q � t Irc. o+ f aA C t2' rc1::a \ 'S�PRUt£ o F^ &PUCK VAt L sO• !/ RME!:R DUND VIU_7 \ A.2CQ +\ r�4.AVEL1VEVAY 6=32 F±:WTER LOT 1 s' � <--.�....__,—,�,__ ale' � ea,�� „o � ►� t t \ �2a / ,6• �1A\ — .17.^7L=OvsPr�Aa'i__ __ F �y 1l 1 ` t - JJ Hrc a.r I J I 1 rQ• I _a5T 3'h7Si 71D 611F£F,-1:C£ � yaS��?C�C ,^_x_=��,='"+'y��v�;%I7�Y'�'•`.571 .[• 'l J ' S 46'12'48' W 348.96' > FEh?.'E aS7AL 1 171r n4 LOT 14 SITE PLAN 1 EGFN sme 1"-15' EL ELCVAr7MS' e n a rF ............rRsr rL= O VQQ9 F&Cs MUM RAlOMr ® •..• .WATI79? ICA 0 ....,V.LL .............GOY vtR£ ..O ••r'WG PALE DRE BI DLSCBI?BON IPFRW.BY �u crs ICIER REVISIMS c3 TlP�� -- __ cr?lrrERwstR�E I 3915 STILLWATER AVENUE A\/� . ..i.....4111drGmsrSIrRUD ll� 11jCHOGUE. NY 1193 QrrUTY L1r+Rr Par i11 PROPOSED RESIDENCE o_ a� £LECYRIC HEr[R — ... DIT"All MKS TEST HOLE LOCATION PLAN L7 C— ...... 51,4' kv,'D=rra=m us ..,rw,474.Pr veRr L.K. McLEAN ASSOCIATES, P.C. �y 5P "SARlrAPY£LEA1ilTJr cvaut"low tL9 w Wu cwC m It»aaB12v.ISS•tWA lmt �'N dm¢ru o� II �'�� D..+,w el• MF/CFOsrr_e: AS NOTEDt ' oro..04 NF U.'. AUGUST 2020 o/ a•.w +tva+,e vn RGD cc.uw 20092.000 G_ BUILDINGS: _. PROPOSED 2 STORY RESIDENCE. - - - - 5 BEDROOM ZONING.. R-40.(NONCONFORMING)SITE DATA: (\ SCTM#: - 1000-137.00-01.00=005.001 SITE AREA: 0.757 ACRE .. bJ J�' � .-. J 174 I1 �% ,..�� l� G V 7R I 1 GENERAL NOTES: -1: THERE ARE NO KNOWN WELLS.(DEEP OR SHALLOW) WITHIN,150' OF PROPOSED SANITARY STRUCTURES..THERE ARE NO KNOWN STORM T 1 DRAINS WITHIN 20' OF PROPOSED CESSPOOLS. 0 icy• ro�'eif �{,P��'• ' J �•'• 2.' ALL EXISTING WATER WELLS AND SERVICES ON SITE ARE TO BE ABANDONED & DISCONNECTED AS PER:SCWA REQUIREMENTS. " . . " � .'.' \ Q F . . SEP 1 3. THERE IS A WATER MAIN AVAILABLE ON STILLWATER AVE. .. P, �r p �.\V� ,y• y''y�r6'' �J p91' 2021 - 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS Gy y�` SURVEY:NOTES:. N/F MILDRED DAVID (( / •' q� A�r'ct�Ls 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. DEVELOPED 'x� y��..i TNG DE..k T. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. PUBLIC WATER :3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. .Ti'f' 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION /\ / P \ ^\ •;:;"`,':'-'` �� \_ - a'" - 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED"OR "INKED" SEAL SHALL BE-CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN.ACCORDANCE WITH THE EXISTING.CODE.OF PRACTICE "J• / FOR LAND SURVEYORS'ADOPTED BY THE NEW YORK STATE.ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS \ 73 / '0•�':`i":wI., - - SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL AGENCY AND ING INSTITUTION E NSTITUTIONSD HEREON NORSUBSEQUENT T NOWNERS TM /. E LENDING INSTITUTION. �i / '�/ LI '";•,`�;.! Gf' 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. - /•/ �•/ % cp^//� Y' 7 p��`�:c:: f`� 8. THE SURVEYCLOSESMATHEMATICALLY. _tA / eye?; " _ PROPOSED GRAVEL SUFFOLK_ COUNTY DEPARTMENT OF HEALTH SERVICES .. �� . EXISTING SANITARY SYSTEM TO �G6 / \\ oO \ / BE ABANDONED AS PER SCDHS TANDARDS. IL _ LINE OF DEMOLISHED BUILDING '� ? �°i / q9/ °!/19 F, 0 / LINE OF DEMOLISHED BUILDING �- _-_ r \ / x,11, DEPTH GRADE PROPOSED FUJI CLEAN CONTROL o�5 // '�. \? o/\ / EXISTING SANITARY SYSTEM TO 7� - -�•� -�- ..15.90' PANEL IN NEMA 4X ENCLOSURE \� 1 / /\ � \� \ ,i :' , DARK BROWN LOAM(OL) .� Q°S, / / /\f„ ' q� 1, 9T�0 \ / BE ABANDONED AS PER SCDHS _ 14.90' PROPOSED MAC "R"AIR BLOWER MODEL / ° / STANDARDS. \ LOCATION _ MACBORII TO BE HARDWIRED TO CONTROLLER 12 / /- /'� I'.'''\ s/.q° / \' O V \ BROWN SILTY SAND(SM) EXISTING OIL TANK TO BE REMOVED % / / /,' L °�sF0 '' v`J \ /� O }' 12.90' PROPOSED VENT W/ CHARCOAL FILTER y / \ �,� 'Sf/.S/ F 1 9 p \ �^ ��_ �l" \•J _ \ ) Dt 18"MIN. ABOVE GRADE, 36' MIN. FROM \ / / \\ �� ,pO / // r -\ - ://\ : \ ANY WINDOW OR DOOR. / //,; o .c \ n O O O \/ / P r PALE BROWN FINE SAND(SP) // / \/ +` \\ 1�1 `FR \ ~� / / ep�G rr - \ : / °1 o (HIGHEST EXPECTED GROUNDWATER) ` 000 1.30 0 ' N/F .. .. .. O.. .. V ,3 oC+� 00 JOYCE E DEWAAL 2T'f �'/ ��`A/ DO410 v 1 A� C J I . DEVELOPED :. 14.9' 1.WATER IN PALE BROWN FINE SAND(SP) S ��`�/ // O\0os OO Pq0 1�1 / L PUBLIC WATER '.,a _ .... P�'.�.Q / - '•�,•/. �D t li 0000 n' 1.1' o�O BQP T°sF Oo i i 3 _ TEST HOLE BY MCDONALD GEOSCIENCE- 12/07/27 , 1,•\ 't1 � � / + O��- � 40LEGEND TEST HOLE , r. o� / /\ �°,`Fy : ` .`). \ .N.T.S. 0� PROPERTY UNE J . _ „— EXISTING CONTOUR LOCATION- MAP O- 10 PROPOSED CONTOUR ' - - - - S SCALE: 1"=500't CI •\�.' ,/ 4� r PROPOSED NJi CLEAN I/A OWTS Q\ a 250 500 \ \ / O0 0 MODEL CEN7 _ P" �� 'E �✓ dZ \'s le �s +�� L—J STORMWATER DRAINAGE CALCULATIONS c FBe1 O p?f \ /0, PROPOSED 4.0 SAMPLING/DISTRIBUTION 7 (n 4 . — S �� MANHOLE(INST.M.ED TO EXISTING GRADE / - \Q f�a` \:, // / ELEVATION) REQUIRED DRAINAGE CALCULATIONS: NAIL IN 10 7j� \ 1b // .Y - (� PROPOSED SANITARY LEACHING POOL (2" RAIN EVENT) W R } / � / � (R PROPOSED FUTURE EXPANSION POOL IMPERVIOUS (ROOF) = 2,600 SF 0 4 C=(2,600 X 1)= 2,600 p �I PROPOSED sm RARY PIPE 2600 X 2"/12" (RAINFALL)= 442 CF �e'1 qy \\7 n yrs / o SCC PROPOSED 2}"m HDPE VENT PIPE IMPERVIOUS PIPE (GARAGE ROOF) = 576 SF- $l. PIPE FOR MAC•R"AIR BLOWER AS PER _ rR 4 \q l t� f''�3 �I OQ• MANUFACTURER'S REQUIREMENTS ( 1) �� 6•� �i J ap _E 5765X62'/112" (RAINFALL)= 100 CF PROPOSED U.G.ELECTRIC SERVICE U �L UT� °� \ t 5� - PROPOSED DRAINAGE CALCULATIONS: - 3 L- / � O„�j\` e° •�PROPOSED U.G.WATER SERVICE \L ,j �•+' 4 \� �' —m��PROPOSED Wo LEACHING POOL ROOF _0 �// \ \ - (DEPTH AS PER CALCULATIONS) 442 CF REQUIRED - - -21 FP AS PER COMMENTS RECEIVED ON 7-23-21 VIA EMAIL CFD ..9 \ ��J PROPOSED e'm LEACHING POOL(OPEN GRATE) 8'O DRYwELL= 442 CF/25.1 CF/VF= 17.6 VF Fvlol\�\ y \ O 5 (DEPTH AS PER CALCULATIONS) �7 -26-21 MF AS PER COMMENTS RECEIVED ON 5-26-21 VIA EMAIL CFD PROVIDE: (3)80 LEACHING STRUCTURES ® 6' DEP S TET HOLE LOCATION -14-21 MF ADDED EXISTING LOT COVERAGES CF O WOOD PILES GARAGE ROOF N. 80 CF REQUIRED U LMUTY MANHOLE 8 4-12-21 MF ADDED GRAVEL-NON-NRF BUFFER CFD '0 ORYWELL= 100 CF/25.1 CF/VF= 3.98 VF !\. "f�"7 PE ,��dl,, _ ® 4' DEEP 2-23-21 MF AS PER COMMENTS FROM SCDHS DATED 2/23/27 CFD O j i PROVIDE: (3)80 LEACHING STRUCTURES _ WATER METER "� � � � DATE BY DESCRIPTION APPROV. BY WELL IMPERVIOUS LOTCOVERAGE CALCULATION REVISIONS �\'�qyL \ L- GUY WIRE EXISTING PROPOSED U \� C��: c Q 3915 STILLWATER AVENUE > \ EXISTIhr.� ATER.METER "�p FLAG PALE HOUSE = 2.480 SF HOUSE =2,600 SF �\ , L°1Yl GAS METER CONC. SLAB = 880 SF. GARAGE =576 SF CUTCHOGUE NY 11935 E a; \� - ON -fl \ -1` CONIFEROUS TREE PAVERS A 180 0 POOL = 2.3 SF O 3 BRICK WALK = 300 SF PATIO = 140 SF PROPOSED RESIDENCE, DEclouous TREE DECK = 470 SF STAIRS = 140 SF STAIRS = ,4 SF _ 7 y, ` CONIFEROUS SHRUB � TOTAL= 4.450 SF 6,426 SF UTILITY UGKT'OLE PROPOSED SANITARY PLAN i PROPERTY ='32,713.56 SF I \ \ - UTUIY.BOLE. (ENTIRE LOT IS LOCATED WITHIN THE ADJACENT AREA) _ S I T E-,P LA N (fjf ELECTRIC METER v O SCALE: V - —OH— OVERHEAD WIPES. EXISTING LOT COVERAGE = 4,450/32.713.5 = 13.60% - - L. K. MCLEAN ASSOCIATES, P.C. 7 O PROPOSED LOT COVERAGE' 6,426/32.713.56 = ¢$, _ CONSULTING ENGINEERS 437 WUTR COUNTRY.RD.,BROOKHAVEN.NEW YORK 11719 G UNDERGROUND GAS Pee, '�irrc uv ar ra nh s re+ma vw®rs Sheet No.. - 7i rn _ ROUND DRAIN INLET .. iP01141Oe NM1nm°m 1XE NW.x45 Designed By: MF/CFD, smml°: AS'NOTED NOTED . D O SV .SANITARY VENT moi¢oimllo . ERs. 00 ° �° 0.-By: MF Dote: JANUARY 2021 m N C®0 SANITARY cLE,,NaUT s 1 n/ a rre-a7. Approved By: RAS File No. 2009 2.0 00 BUILDINGS: PRJPOSED 2 SmM RESOENCE 5 BEOROOY ZONING A-VO(R DEIMA4, SITE DATA: _ scTll/: 100o-1a]m-ot.oD-w�ml - \ 2S r Gn,9 �e�� sITE MFA D.T51 ACNE (v S. FG f> - GENERAL NOTES: �U \ �<J�9. �yF�C� <mn.unw.• eOUPoinsm< 1. THERE ME NO KNOWN WELS(DEEP OR%PLLO 7 WfMW 150 OF PROPPm SMITHY SmUCNRES.THM ARE NO IOM VORY 'I uu Eonn vnvuu» IRE SW°1W'ot-�Wv�0i O�°rnloWA FN ME m BE AEYNOONFD a TRseaxxELTEo M PER s°roA REDwENExTs. '\[[llyy�resA'-� Ors w Y �/ SUFFOIIC COUNTY DEPARTNENf OF HE4LTH SERJICES %. PROPPED BYIRMY BYSip1 IS DESIGNED FOR A TOLL OF 5 E9Qh S. �� G♦\-P'' 9. SURVEY NOTES- N/F �ED',; \`�. \ rT'rQ`J P�MrcSNGFOR LEFApmLYLOF _RESNENCEONLY ON FoaA I. YFASURE)IENIS LAE W ACPRDWCE WBH US STINNJOS. YILORED DAWO L BE RIGS SNOWN ARE IN NEW'YOW(SWE PIAN COORDINATE SYSIEI,LONG I51/AID ZOAE DEVELDPEO ♦' S E]EVARONS SHOIM NME ON REFElFNCE WVD 1280. PUBI-IC 4. UNAUTNDRBED ALTEWTON OR ADODpN m A SURhY WP BEYDNO A IICOISEO UNO SURVEYORS SEAL N A VIOUDOX OF SBCION 12OB,SUBDNISiON R Di INE NEW mtaE STALE EMxARON LAW. -� \ \ \ DATE 8/302021 H .REF-NO. R-210240 0. ONLY PPE9 N THE OM IN&BF 1 SURVEY YAELNEO WRN AN OWG W4 W TN¢LMD SURVEYOR'S'tYBOATD'OR W=' SFAL SXN1 BE CONSIDERED TO BE VALID TRUE APPRWED 0. CEANOCARONS WOICARD NERON SIGNDY TWT TNS SURYEY WAS PREPARED IN ACCORRWCE WK THE EDOST NG CODE OF PRACKE A5' AP 18 —Z ♦ ) FOR LAND SURVEYORS ADOPTED BY RTE NEW mRK STATE ASSOCIQOX OF PROFESSIONAL LINO SVRVEYORS SNO LFRTEiG1mN5 LA — % i °;v FOR MAxEMUM OF 6BE RD OOMS mvERARv°wrw AYtaa'�i�w IamIrD.L�mmw la m xEaNPirm�m mE°w�cxaF mmE t'�iNWroilclmoil. ; v+ j (I ; EXPIRES THREE YEARS FROM DATE OF APPROVAL CERIIN-- ARE NOF TRANSFERABLE E RIIXAODOONALmWSRTUMNS OR SUBSEgEEM OM'ESd �^ �, \ ]. WGMB-OF-WAY NOT—N ME NOT CF . ♦ _ 3 " B. TXE SURrM CLOSES W1IQDLViMAl1Y. / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES E%STING NEDFAS SYSTFY m BE ABANDONED M PB•ITMDAROS. ♦♦\ �\ , � UNE OF DEMMSMD BURDWO B• p '< L/ -`� DIVE OF DEYOLBB ED BURDINO DFPDI GAWE PROPOSED FUJI CLEW CONTROL / ' \� �' °� I a �* (\. .,$� �✓\ '� = y,=wM1 _'-�..._ - - - ..15 W' PME1 W NEPA 4%ENCILSURE V I \ \// —No SWBMY SYSTEM m - OAKK WmWN lnA,l(41 I c A BE ABVOONEO AB POi SCDHS ,1 PROPOSED IOC'R'AW BL➢WQt YOOFL / 'Pp \ —BAFOS. ,fy `- 11ACSORII m BE NIN@MWfO ro CONTROLLER ,2 / /,, \ Sy'oO 1 a \j- Y` y~_ _=•=\- _ BROWN Sdtt BYO(SY) OOS�W0 OLL TMK TO BE REYOYEO N / �•paPLR S ILEI I / O-/�^•1 ,� � �} _= -t a - _ ,290' PROPOSED VENT W/CHARCOAL DLTEA ♦ X♦�A"YA`J)B 1 •5',N�P� I \ ////. /}�/(� - 1B' M.MOVE CRIDE. ANT ,�` ,� \\�j4U,p�,`b4 , J, ♦ Am��1o"ro m�.e.B 9e�nsrmm mmrxm C7 .:T' �' �\�.r •j7; .,� \� RN K,' 11, ♦'♦(oJ 4fq. 2 suamwaram vwNan�I.°c. � - � .. O�- rue BRONN FDz sum �'� / � h, r ® �096 � � �? ��g+j o -o.�� •i JQ..� •- �D•W—DTD°mD mWAron N/F .4. I/ JOYCE E DEWML 1lY• Id \ g/f�A1v` WAm,w PUE EROWN F1raE sum(s1 �� \�i`' � A b`Pgp'a0 �i ♦ �1A Q-,�. -`\\.e�/,� �. \I��\0�/.�fv^', p 4�o ,r -,.,' '\ i„o��cgfal r ♦,0 \ Ca' .�yq. © /�\/ - 0 T,R NoIE ar wmawn cm�ETAx-,z/w/R, d �.Aysf f i �• / \ Q \hc�+r,,, 4 ♦'ter ;'© " TEST HOLE iFcc80.Fw�NRTr Wm7 ,€'y� 1 - - _ j} LOCATION MAP 5 IE-- aN�w vA a.n sruE: asGG': ° ✓ '"' Fpm sA,e,u+c(msnv�%a STORMWATER DRAINAGE CALCULATIONS ®^" — \ \ ae OrawEmpraDylm m omm0 auoc � rn 4 W�D aA� - � '(� fol 9ammAM IF Na0. 2 ILVN EVQII) '3 \ (-r— weoW) Pon RIPDA<mU5(ROOF? 2800 SF Te mZuu u�T-as �tiS4 \ �\ � RI°Yrgn REA�,Txr ws IWCRWDUS(cwrcE RaDFI-s]e ss c ��(C�� y�7+ �JJJ� T Y� —~—RY865ID Y4 DLCIIdC 9JM[L APTj� �'�♦. v ,/ 3� �� Oro°R�� NOTEE ON 11x17N ISN ARE TO BE ED ORDER TO SCALE v �� so \/ •--�(J(mv,N.c°riN wcuLL1Ogm°ci REou,RED B� CORRECTLY tf �(� n Iww owel e••D—— cF1P,,cF/vF-n � r "l Jd N'as 0 ��° '�T PRO+IDE:<G)Be IF'.W.'MNO SIRUCTUILLS a 5'BEEF f- 1.9Y F N Q1 \♦\ O Wom FREE ,oD cFmmRwEilRm f�q` �.E� 0 u,nmuwnolE A•.o crn.,rcvc-aeevc �♦J�♦� / ® Y� RlDADE(J)S.'I£ILMNO M=M O W DEEP 2-1X21 /S PfliCO4YEM5G � GTEO BY C/L♦ ''�tM.4) ® w IMPERWOUS LOT COVERAGE CALCULATION REVISIONS E]EIrnfNLWATE MY \ ♦� / / FlIOPOL E�Sj � 3915 STILLWATER AVENUE Pool 720 sF s n `♦\ -fly ,/ /// O wIE m PROPOSED RESIDENCE tFL01m15 PROM-32.]1038 W lalOdWS rABm (ENME LLE S LOG1E0 W THE—ENT MEU SIT PLAN DTCOVER"�-a'ea(u""B-2D.)Ax y1Sf0ANEWyp PROPOSED SANITARY PLAN r sofa I L.K.McLEAN ASSOCIATES,P.C. p �)w __ W - a mWIR 4 oPYTA Y SN,1 Na MF/CFD m AS NOTED ?i sYmAa nnADIR °�'sC] .e RSSgT1t•� °n..B): MF Dnc JANUARY 2021 S`i a m.� APprenY By: RCD Fm No-20092.000 J POWER SUPPLY CONNEDTEU TO DMrA=120v AC.SINGLE PHr m mm BREAKER N THE WIN El¢CMtCAI PA18L OF THE NWSE , RAR CIFAI 00111ROLLFA AND ALARM PANEL. PROPAW = BLOWER WLAOWQ.POMFn CONPIECIKIN TO 10.BE N--KO TOOCONIROl1FR AS PEA 2f'W(2•WN.)HDPE VFNf W/CAARCOIL FlL1ER iW'WN. P1C PPE FROM WO•N• B10•NEA TOM NTAKE A9 STOPPER OR ENO PLUG REOOWEYFM9 PIARIC OO/WwiM LOX C POLILOK 20' f0•.15•OWWE SARIY ND W/NANNE PI/SIICDYFA(1].]0) D��CONCNflE N LWOSFAPE AREA POLWDK B•A6FA9 +3, -= ---_•� c-- - WL{•OLl {• 1261%. 9,WNOREIE -- ----------- ---------- SDR 13 WC R POLYLOK 20• S AB 10'PER I. ENOCAP TYPE / SNi y PVC PPE F1ICIIFD RN..1]DO DIV. 1281 NOG 1/B•PFR 1' PPOSED 1 tl5T WON {'SOR]S WASTE PPE ( ( 169 1HAN 2E GVf NO O(•PFA F90T unEIEV.11��0 EIEV.131) Div.1LN to 1•YOL A[KNE NPENA GRAVEL PPAADD aA Y_B.D ounET urvrnr �. Ev1x) NBNnmoN pISTRIBUTIGN/SAMPLING 0 BOTTOW EL 7.91 I/A OWTS FUJI CLEAN CEN7'700GPD e eorTON oP Porn :•' ;:.:,�`�.., ,,:+. �?� >..•. INN AWRGIN,STWYA Al 19QHaTR'PLT'��?liE9.ele'L1ao:-------------- -------------------------------------- ------------------- ------- TYPICAL LEACHING q SZ/wD PQQI GRAVEL. wm w2] oww B -1+d —�-�• - Q,A„,��, Y„�, SANITARY SYSTEM PROFILE Svlvmwnm Chm�ba 3YI N.T.S. __ AneweEw F�trea®Clumtc 3 —u Aaobw CaucaF IBI v m q+INIm(mIDTAL) wawv CNwea w 90 (NeR WKET PA Vo 1-6 ,�• • 1 1” JA SPPGIRGAON9 1� Z Pveaobw xlme P➢/CPE _ Bov{T Aaab¢Me4e P PP/PE �P-+ �, wEw N+vW YP/PE e1�aWR9.m mal rt+vm mxm chi m � Tmk PRP e�m m 1 P PVC/PP/PB a 2-1/S 141N.VTR2E Aeaa Cavae PWeue/Cw Bm Pl1N IKxvsn —I /2'Aw MAIQ Ovm[eaex ) —T— PLAN hlmwvTeLiaaPLAN VIEW „ 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER i +c Am.•s m. +r Ac® 21 e® c1u (PPTrtuU r A a mw xra SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ORE BY DESCWPTRN APPRP/.BY u 0 REVISIONS r 7 (D o r al ° 3915 STILLWATER AVENUE ]'-+• r_n• _ r as>. U HOGUE 11935 ?6 ® PROPOSED RESIDENCE p ABY ttoFuv SANITARY DETAILS n r � 5, ¢2 Aarryc'pf. TYPICAL+ CLEANOUT DETAIL W L_K.MCLEAN ASSOCIATES,P.C.o SECTTSECTIO ON A-A VEEW `� ^ meul2o oN.® m WNa mwm n W000ueol.•W rm++m N B-B VIEW � FUJICLEAN CENT SEPTIC TANK DETAILS „ MF/CFD smr AS NOTED g-^ °! N.Ts. "�rtK FE}SNpP� oew.Bn NF D.fa JANUARY 2021 S2 n Marta Br ROD Fa Ne.20092.000 I iaOUE N ld — T0ROUE TO 20 INAB 53-7,1 IN-LB — N 1 2 3 4 S ril lilTBI I I I I I a I I L�o-1 I I I BRANCH CIRCUIT PROTECTION,OVERLOAD PROTECTION, I " LI v a I I I MAIN DISCONNECT AND OVERCURRENi PROTECTION BmB�"`mex atARN N81T I —" — OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS ce1De Teti.NM BILMI � AND MUST BE SIZED ACCORDING TO PUMP/MOTOR I I ^�9 T I PUPBtHAT - MANUFACTURING SPECIFICATIONS I e NP I TNS108 ----------/I--_---� CIRCUIT BI&M N• I t• AHIII - 1 I T I RPP P � I Psu2 ADu a p >rua t' I uN ® 0 T81 TBS ;TUS I jaS ISN-LB FSIIS 2 e 3' -0,—n R n i FFXIERANAL D MUS BE (COMPRESSOR AND/OR UA PUMPS)FRONDED BY OTHERS AND MUSE BE U.L APPROVED THERMAllY PROffCRD PUMPS NNn RIBRT anmi I I I I I I I I CB1BD TBI I TEMPERATURE RATING OF FIELD INSTALLED CGNDUCTORS MUST BE AT LEAST 140 DEG. F. Bi t— (60 DEG. C,), TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. AV CIEREM FT CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND DASHED LINES REPRESENT FIELD MIRING — —— —— — —— FIELD MIRING SECTION •A � AAm 1 FIELD WIRING LINE DIAGRAM MT.S L• CH728 TBI TBI ' S -- F=8 — 7 ---- N RIP CIRCUIT NEWER TIN RINIT p P � PUW iELECTRIC LINE QIA(;RAM �. N.TS. DALE BY DRSCNiPTIDN ilWROl.BY REVISIONS 3915 STILLWATER AVENUE U C OGUE NY 11935 22 PROPOSED RESIDENCE ' �caFNFw�pWIRING DIAGRAMS ` L IC MoLECI AN ABBOATEB,P.C. o � ®�xmmr e.ra>anu vAs lmt m , Dma+a sr MF/CFO sm. AS NOTED 7 e7 v� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESSsION1� JANUARY 2021 S3 bcmr'ep. RGD ib xa 20092.OD0 NOTES PROPERTY 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. OF 2 BONGEARINGS ISLAND ZONE RE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, I--� r n r i �,fl ,-, IOANNI S ZOUMAS 1, is ON THE 3. ELEVAT/ONSREFERENCE NAVD 1988. ( :.T-r-� 5 SUBDIVISION MAP OF 4. LANDS UNAUTHORIZED ALTERATION EALISAORA 770MOF SECTION EY MAP BEARING ALICENSED ,` JAN 1 1 2027_ 3 << ' PROPERTY OF M.S. HAND LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDN/S/ON 2,OF THE v NEW YORK STATE EDUCATION LAW. LOTS 15 AND 16 5. ONLYCOPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF BUIL Differ'DE-PT THELANDSURVEYORSSHALL BE CONSIDERED TO BE TOWNS Or SOUTHOLD FILED SEPTEMBER 18, 1930 AS MAP NO. 730 VALID TRUE COPIES. - 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN T TSITUATE AT ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ��,J T�HO V ADOPTED BYTHE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND p15-5 SURVEYORS. SAID CER77FICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY TOWN OF SOUTHOLD GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES INSTITUTION NS ARE NOT TRANSFERABLE TOADDITIONALINSTMMO SOR - SUFFOLK COUNTY,NEW YORK 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. LOT 17 AREA OF PARCEL = 32,7-24± SO.FT. OR 0.751± ACRE e. THEsuRYEYCLosesMATHEMAncauv.. (AREA TO TIE LINE AT HIGH WATER LINE) N 44'22'28' E 34510' FENCE 0.6 N I FENCE 0.471 2'POST AND WIRE FENCE 4'P&W FE. CS = 62.5'D.A. - CONCRETE n Q I ,_ ,RET. WALL )[ �[ A 3 '�96 WA 71' \�96 LOT 16.. Z~ w I �� W 3 11W N Cy W o N y CONCRETE 1=3 U ~ u� � - -- - -- -- - -- a FOUNDATION V £ ¢ — — — — — —— — —n — — — — — — —,g9a --- — — — — — — CU pw' NW 16n,' 6644=•O.A.. ,,bg LOT 15_ Flo 9a � c - -- -- - - - - 1220= - - - -- - --` � _ I ® 011 WDODDOCK WDODFLOATER I I Y'\ FENCE 0.5 S 3'POST AND WIRECl) OD FENCE �� 1l�� 1X—�!l��x — _x w S 46°12'48' W 348.96' — a.W ` FENCE 0.9N7"----,2 �� LPT 14 SUFFOLK COUNTY REAL PROPERTY TAX MAP ' 4t�F NE6Y y DISTRICT 1000 Sjj �,p SECTION 137.00 BLOCK .01.00 LOT 005.001 LEGEND TRACK CU _ x 1597• • • • • • •TDP.FDUNDATIDN VAL / AVE ELEVATION ` �O� _ DATE BY DESCRIPTION APPROV. BY 1 D.A. •OVERALL - {. 0505 REVISIONS CSD O • ' ' ' ' • 'WOOD PILES WIDE) N/F @ ' • ' ' • ' •UrILITY MANHOLE �UN Town of Southoold ® Suffolk County, New York TOWN OF SOUTHOLD • 'WATER METER 3915 STILLWATER AVENUE ® � •VELE uTrLrrY LIGHT POLE CUTCHOGtE, NEW YORK — —— 51.4' _ _ _ MON ¢ urrLlTr POLE I hereby certify that this map was made from an actual survey FOUNDATION AS-BUIL .I —w— - - -- - -UNDERGROUND VA TER completed by me on 1213012021. —c— • -• • - •UNDERGROUND GAS L. K. MCLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK d/ Surveyed 6Y. J.P./J.P.L. scale: =I' 30' Sheet No. TAMARA L.STILLMAN,P.L.S. I< NYSPLS No.50528 D—By. D.M. note: 01/03/2022 P�\20092000 3915 StII(water Ave. Cutchogue\Survey Dept\Drawings\20092.000 Find AsB.dwg 6/29/2011 4x17 PM Tamara Stl((nan Approved By, T.L.S. t-ue N. 20092.060 Il NOTES PROPERTY 1. MEASUREMENTSAREINACCORDANCE WITH U.S.STANDARDS. OF 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM N4D83, 1 I OANNI S ZOUMA S LONG ISLAND ZONE. ONTIHE 11 JI I 3. ELEVAT70NS REFERENCE NA VD 1988. _ I n SUBDIVISION MAP OF 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED JAN 1 12092 PROPERTY OF M.S. HAND LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE I, ! LLJ NEW YORK STA TEEDUCATION LAW. 1✓ LOTS 15 AND 16 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF B U I LD I i;O DEPT. THE LAND SURVEYORS EMBOSSED'OR'INKED"SEAL SHALL BE CONSIDERED TO BE TOVVII'OF SOUT.HOLD FILED SEPTEMBER 18, 1930 AS MAP NO. 730 VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN }/�� .pM^ SITUATE AT ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LANG SURVEYORS f t ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND CUT CHO GUE��((JJ M' #15-5 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF THE TITLE COMPANY, '0 , TOWN OF S OUTHOLD GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE SUFFOLK COUNTY NEW YORK TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. L O/T 17 AREA OF PARCEL = 32,7-24± SQ.FT. OR 0.751± ACRE B. THE SURVEY CLOSES MATHEMATICALLY. (AREA TO TIE LINE AT HIGH WATER LINE) N 44°22'28' E 34510' FENCE 0.6N I FENCE 0.4'N 2'POST AND WIRE FENCE JRETWALL �L v -- �C� X� I W YO o w Z 596 62.5'DA, \y90 £ c 1 y 1 Y �[ Lail \596 LOT 16 o w A 7!, Ld CY-1 W ti o CU CONCRETE 3 3 OC U Ln - - - - - - - - - - - - - - - - - - - - - - - - - n FOUNDATION I V £ v o — — — — ` c — — — — — — — — — — — — —— — — — — — — — — 5.99 25.9' \590 1 Z z CU ,Q II CONC, n N W W H 1— sis 1 � � GAR. END. � t/� \ 6� 6" LOT 15 z 4'O.A. bg — — — — — — — — — — — — — — — — — — — — 9 9 ".99 15• W DDD DOC K c+ 122.0' I ® I WOOD FLOATER �I til �I al _ \ ® FENCE O.SS 3'POST AND WIRE FENCE `�1�11��' X ti I It��x v,W _ I S 46°12'48' _ u W 348,96' W i i FENCE 0.9 N 3 W iti W �I LOT 14 I O f v�E r SUFFOLK COUNTY REAL PROPERTY TAX MAP W DISTRICT 1000 SECTION 137.00 BLOCK 01.00 LOT 005.001 TRACK N LEGEND x 15.97• • • • • • •TDP FOUNDATION WALL DATE BY DESCRD?TION APPROV. BY AVE — — ELEVATION �� O� e D.A.• � � •OVERALL 050528 � REVISIONS (50' 0 • • • • • • 'WOOD PILES WIDE) N/F OO • • • • • • •UTILITY MANHOLE FDLANDS Town Of SOuthoOld TOWN OF SOUTHOLD ® ' ' ' ' ' ' •WATER METER Suffolk County, New York -WELL 39155 STILLWATER AVENUE Q -UTILITY LIGHT POLE CUTCHOGUE, NEW YORK 0 • •. • . • •UTILITY POLE MDN I hereby certify that this map was made from an actual survey FOUNDATION AS—BUILT —v— -UNDERGROUND WATER completed by me on 1213012021. —a— -UNDERGROUND GAS L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, HROOKHAVEN, NEASihetNo. TAMARA L.STILLMAN,P.L.S. Surveyed By. J.P✓J.P.L. Scale: 1'= 30'NYSPLS No.50528 Dr n Dy- D.M, note: 01/03/2022P\20092.000 3915 Stillwater Ave. Cutchogue\Survey Dept\Drawings\20092000 Fnd AsB.dwg 6/29/2011 4x17 PM Tamara Stillman Approved By3 T.L.S. Ede No. 20092.000 � w 1 QA 5 OG 1 QA 3 TCH 3 JV I J PLANTING REQUIREMENTS: - 1 F -CONTRACTOR WILL INCLUDE THE MARK OUT OF PUBLIC+ PRIVATE UTILITIES. 3 JV + EM. o + + -. + ,-1 g -CONTRACTOR WILL TAG ALL B+B PLANT MATERIAL AND PROVIDE MPLA STUDIO WITH + + + . , . , , , . + . +1 391 STI L AVE + o . + 67 Lo T PHOTOGRAPHS GRAPHS OR THE LOCATION OF TAGGED MATERIAL FOR INSPECTION - - + � 1 -MPLA STUDIO HAS HE AUTHORITY TO REJECT UNSATISFACTORY PLANT MATERIAL BEFORE OR Cutchogue, New York 3 MPX - - . - . . AFTER DELIVERY. 155 AP `. 13 PAH� 1 CONTRACTOR WILL REQUEST APPROVAL OF THEIR SCHEDULE TO DELIVER AND INSTALL ALL T2 AP + + + + GEN. + 22 AP c 1 AL,AND NOTIFY MPLA STUDIO OF ANY CHANGES. -_ . . . . . Ac a P CONTRACTOR IS RESPONSIBLE TO PLACE ALL PLANT MATERIAL ACCORDING TO PLAN FOR - - © + 50 AP APPROVAL BY MPLA STUDIO BEFORE INSTALLATION. 1 3 10 �' JE 4 SPECIMEN ORCHARD % + 1 IDs -MPLA STUDIO HAS THE AUTHORITY TO MAKE ADJUSTMENTS TO THE LOCATIONS OF PLANT E ( OBE TAGGED - 1 MATERIALS AND BEDLINES, WHICH HAVE BEEN LAID OUT FOR APPROVAL. _ i 1 STJ . _ � .. 4 BS O . --- 0. . . . . . . . - TRE T CONTRACTOR WILL+ ER SOIL AMENDMENTS TO THE BACKFILL �n . . . . . . . 39 AP \ ' , ' , , ' . 3 Bsxx 1 SUITABLE TO THE PLANT MATERIALS BEINGINSTALLED. I O -BEFORE BACKFILLING, THE TOP 2/3 OF ALL WIRE BASKETS AND/OR BURLAP AND SISAL WILL BE (� 9 P REMOVED FROM THE ROOT BALL+TREES WILL BE STAKED WHEN UNSTABLE OR EXPOSED TO BLUEGRASS � e 2 BSX �! �. . . . 3VRL . . . 1 O ••► 35 AP �✓ ©- . . BLEND SOD WIND. 3 A 1 SP 1 BSXXX 1 -ALL PLANT MATERIA AND 31GC 3 JV. . . - - 1 CATION . , . - . . - . . - + AND AS NEEDED UNTIL THE AUTOMATIC IRRIGATION SYSTEM S SUFFICIENTLY ENTLY AADJUSTED. -CONTRACTOR INSTALLING PLANT MATERIAL AND LAWN IS RESPONSIBLE TO SET THE DURATION r 1 marshall paletel 30 AP - 1 AND FREQUENCY F 1a APLANDSCAPE ARCHITECTURE O THE AUTOMATIC IRRIGATION N Y G O SYSTEM AND ENSURE ADE 2 Q,qX - _ 1 THE CONTRACTOR IS RESPONSIBLE TO ENSURE ALL PLANT MATERIAL UNDER WARRANTY HAS G. . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . _ . . . 1 QA ,' 3HA 1 APPROPRIATE IRRIGATION COVERAGE, DURATION AND FREQUENCY DURING THE GUARANTEE ' 1 QAX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - --- -- p PERIOD WHETHER OR NOT THEY ARE MAINTAINING THE PROPERTY AFTER COMPLETION OF PO Box 478 . . . . . . . . . . . . . . . . . S - _ 27 AP .. 6 IC _ PLANTING. 5175 Route 48 - 1 - - PERIOD THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AT NO Mattituck,NY 11952 TALL FESCUE—1 . . . . . . . . . . . . . . . . 13 AP + DURING THE GUARANTEE BLUEGRASS 18 AP ADDITIONAL FEE, ANY NECESSARY WINTER PROTECTION WITH BURLAP OR ANTI-DESICCANT . 1 phone: ( 3 ) 09 2410 1 BLEND SOD SPRAYS TO ENSURE THE SURVIVAL OF PLANT MATERIAL UNDER WARRANTY. - h 6 1 2 16 AP - ST,THE fax: 631 315-5 0 . . . ._ . . . . . . . . . . . email: i T �. . . . . . . . . . . . ROD AND AT NO ADDITIONAL CO a . s u o as u io.com /V 1 t d @ t d ❑ CONTRACTOORPWIL O REMOVE ALL TREE STAKES,I ANY DEAD OR BROKEN BRANCHES AND INSPECT 1 m - - - - _ 3HA 1 ALL PLANT MATERIAL FOR ANY PRESENT INSECTS/DISEASES+ INFORM P O MPLA STUDIO IN WRITING, + 2 QA 28 AP . . . ,� OF THEIR FINDINGS. TOR: PROP ED OS AL CONTRA 1 NDevelopmentC \� 1 GE 3 IGC -- 1 BSXXX 1 256 Route 25A G . . .. . . . . . . . . . .. . . . . . . . . . . . . 25 AP Wading iv Y 11792 . . . . . . . . . . . . . . . . . . . . . - - - FINE FESCUE SOD DRIVEWAY ;O+ W 'n River, N g 1 QA . . . . . . . - ........ . . . . . . . . (HEDGE 7 HNB 1 IRRIGATION REQUIREMENTS: Office: (631) 929-5500 rn 11 BWG(H E) �` . 1 e SURVEYOR: 34 AP _ EXISTING � 1 Z GARAGE 14 AP - AT WATER MAIN WITH DOUBLE CHECK VALVES AND BLOWOUTP.C. L 1" CO L.K.L K McLean Associates, P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 310 1 Y 11 � 1 SPIGOT AS REQUIRED BY CODE. 437 S Country Road G . . 127 AP _ - IK FOR SYSTEMS AT OR OVER 10 ZON ES, OR Office:I RESIDENCE ( 3 ) 86-8668 FINE 11 BWG(HEDGE) - PROVIDE HUNTER ICC2 CLOCK&WIRELESS RAIN C 5 GC a HUNTER PRO-C FOR SYSTEMS LESS THAN 10 ZONES L EXISTING Brookhaven, 1 5 oG + FESCUE . . . . . . . . ._ :._ ... 1 -ALL TURF AREAS SHALL BE IRRIGATED AS COMPLETELY SEPARATE ZONES FROM PLANTING --- + SOD 7. 3 tNW a . _ . . . . . . . . . . . . m _ + 39 AP ❑ _ IRRIGATED THROUGH A COMBINATION OF ROTARY AND MIST HEADS, SO O �n o - � � '� TURF AREAS MAY BE G) + � + 1 LONG AS THEY ARE SEPARATE ZONES. Itl/ -BED AREAS WITH PLANTINGS LESS THAN 3 HT. SHALL BE IRRIGATED WITH POP UP MIST HEADS. 'tl/ 5 VRL + + 1 - INSTALL ALL POP UP HEADS ON SWING JOINTS OR USING FLEX PIPE FOR ADJUSTABLE HEIGHT NOV 3 m 3MPx + ' AND POSITIONING. Q2� -- ---- -- + , % ':::. - OVER TIN HEIGHT SHALL BE IRRIGATED WITH MULTIPLE RINGS OF NETAFIM TREES AND SHRUBS O ETT R, -- - - 1 12„SP EGD + , Z 3 JV -� \. .4GPH @ SPACING . TOWNOFIS G.M. + HEDGING SHALL BE IRRIGATED WITH AN INSIDE AND OUTSIDE ROW OF NETAFIM .4GPH 12' 1 QA + + + + / + % ;; ,j i. TALL FESCUE/ 19 AP 2 BLUEGRASS7 SPACING. wM + + + BLEND SOD 54 LO 3 HES 1 -ALL IRRIGATION MAIN LINES SHALL BE 1-1/2” NSF COMPLIANT POTABLE WATER LINES. -ALL IRRIGATION ZONE VALVES AND ZONE FEED LINES SHALL BE 1". 1 -CONTRACTOR SHALL INSTALL(2) HOSE BIBS WITH NSF PIPING+ MOUNTED TO 4X4 RED CEDAR EXISTING WATER METER wM POST IN LOCATIONS DETERMINED BY LANDSCAPE ARCHITECT. EXISTING WOOD FENCE 3 MPX 8 JHC O _ - LOCATE CLOCK, VALVE BOXES, HOSE BIBS AND WATER TAP WHERE NOTED ON PLAN OR WHERE /' APPROVED BY MPLA. I 3 JV 1 QAX 5 OG 1 QA 1 10 —30G EXISTING TREE--►f ) 1 QA TO REMAIN �__/ -CONTRACTOR SHALL PROVIDE A LIST OF ALL ZONES AND THEIR LOCATION OF COVERAGE ON (TYP-) SITE. -CONTRACTOR SHALL PROVIDE A'WALK THROUGH' OF THE COMPLETED SYSTEM WITH CLIENT OR MPLA FOR FINAL APPROVAL. W I SITE DATA: S CT M#: 1000-137.00-0.100-005.001 1 Lot Area: 32,723.6 SF or 0.751 acres zl ( ) O + x� + + + + x + + + + PLANT SCHEDULE NOTES: 1 + QTY SYMBOL BOTANICAL NAME COMMO - - i COMMONNAME SIZE prepared by L.K. McLeamation n Associates,on 1 + 1 ' ; I ' ; +' + dated 2/23/2021. 5 OG = -_ AH Assorted 1 --- 5 C 4Specimen eOrchardISTree TBD 4 1 gal. M the purpose of 1754 AP n2. This drawing Is for e ur TBD '-S'SPC 9 1 Ac fww� 37 AP -- s MP - _ __-- 3 BH obtaining permits only. NOT FOR ww I 3 AM Amelanchler canadensls Shadblow 12'-14' ht. - _- _ _ CONSTRUCTION 5 CLB 78 AP 8 BH Baccharis halimifolia Groundsel Bush 3 gal. 1 I 3 JV 1 AC 1 + +_ _ so AP 4 BS Buxus sempervirens Common Boxwood 18" -24" HVY. 3. Unauthorized alteration of this plan is a 1 + 21 AP I58 AP 70 AP _- :-_ 2 BSX Buxus sempervirens Common Boxwood 2 1/2' -3' HVY. violation of NYS Education Law. 1 + = 50 AP 60 AP - -- - 3 BSXX Buxus sempervirens Common Boxwood 3' -3 1/2' HVY. 1 _ 1 2 BSXXX Buxus sempervirens Common Boxwood 4' -4 1/2' HVY. REVISIONS 1 + 3 O 63 AP 25" . ____- _- 22 BWG Buxus'WinterGem' (HEDGE) Boxwood 2' -21/2' ht. DATE DESCRIPTION 1 VEGETATED - - m 10 CLB Caryopteris 'Longwood Blue' Blue Mist Shrub 5 gal. 1 + 1 C) BUFFER - _: 5 CAH Clethra alnifolia 'Hummingbird' Sweet Pepperbush 7 gal. c6 HA Hydrangea 'Annabelle' White Hydrangea 7 gal. 1 0 3 HES Hydrangea 'Endless Summer' Endless Summer Hydrangea 10 gal. 1 EXISTING I R► 1 RAMP Z 7 HNB Hydrangea 'Nikko Blue' Blue Hydrangea 10 gal. 1 I M 17 ICS Ilex crenata 'Steeds' (HEDGE) Steeds Japanese Holly 4' -S ht. 1 N 1 IDS Ilex'Dragon Slayer' Dragon Slayer Holly 7 -8' ht. I 1 21 IGC Ilex labra 'Com acta' Inkb r EXISTING PROPOSED g p e ry 10 gal. S e a I 1 EXISTING ° ELEVATED PATIO �%",' - _ � m 1 RESIDENCE PATIO I %% = rn 8 10 Ilex opaca American Holly 9' - 10' HVY. 1 - M I 1 m 8 JHC Juniperus hetzii columnaris Green Columnar Juniper 8' - 10' ht. SCq - 1 rl TALL FESCUE/BLUEGRASS PROPOSED POOL - _ ® 18 JV Juniperus virginiana Eastern Red Cedar 10' - 12' ht. •9 1 I ENCLOSURE FENCE \ --- -- - ' A PROPOSED BLEND SOD __ _ 3 LNW Lagerstroemia 'Natchez' White Crape Myrtle 12' - 14' ht. a 1 ------------- SWIMMING G 121 LO Ligustrum ovalifolium Privet 5' -6' ht. ., Z 1 14'_ 15' ._ 1 5 CLB I p YI Bayberry 2' -2 1/2' ht. A 6 MP Morella ens vanica Northern Ba z� 15 MPX Morella pensylvanica Northern Bayberry 5' -6' ht. 1a AP I 26 OG Osmanthus heterophyllus 'Gulftide' False Holly 4' -5' HVY, s, pp 1 - T 27 y0 1 ► EXISTING + 13 PAH Pennisetum 'Hameln' Dwarf Fountain Grass 3 gal. ATF OF NES 1 COVERED - 9 QA Quercus alba White Oak 3 1/2"-4"cal. PROPOSED . 19AP PATIO GRAVELAREA. r 4 QAX Quercus alba White Oak 41/2"-5"cal. TITLE: 1 1 O 1 SP Stewartia pseudocamellia Japanese Stewartia 3'-3 1 Z'SPCM 11 ICS p / 1 + 47 AP 1 STJ Styrax japonicus Japanese Snowbell 3'-3 1/2"SPCM 1 - � 70 AP ,. a , Yr 1 P p 1 1 3 MPX 3 TCH Tsuga canandensis Canadian Hemlock 9' - 10' ht. 72 AP PROPOSED 1 AC �� :\ . 8 VRL Viburnum rhytidophyllum Leatherleaf Viburnum 4' -S ht. OUTDOOR 1 13 AP PLANTING PLAN ' KITCHEN '\ 1 5 IGC a 44 APir \, + 1 - - - _ - IAC LEGEND -_= 110 ' 5 BH 3 MPX \ O X PROPOSED 4'HT.MESH POOL FENCE -- PROPERTY LINE 1 I + + 65 AP + + + 5 IGC PROPOSED 4'HT.WOOD POOL FENCE — — SETBACK FROM BULKHEAD + SCALE 1"= 10' i + HIGH WATER LINE -- EXISTING WOOD FENCE 100'SETBACK DRAWN BY: FROM BULKHEAD 1 \ / \ D.HARKIN CHECKED BY: EXISTING TREE TO REMAIN J.PAETZEL DATE:2022.11.10 REVISED. SHEET OF 1 NOES PROPERTY 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. ON THE 2. BEARINGS SHOWNARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD63, P OF SUBDIVISION MA LONG ISLAND ZONE. A C e 3. ELEVATIONS REFERENCE NA VD 1988. PROPERTY OFA�17r7�1.S. HAND 4. UNA UTHORIZED ALTERA TION OR ADDITION TO A SURVEY MAP BEARING A LICENSED AS—BUILT SANITARY 'LOTS 15 AND 16 LAND SURVEYOR'S SE4 IS A NEW YORKSTAEEDUCATION WTIONOFSECTION 7209,SUBDIVISION 2,OFTHE DISTANCES FROM CORNERS OF BUILDING FILED SEPTEMBER 18, 1930-AS MAP NO. 730 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF SITUATE AT THE LAND SURVEYOR'S EMBOSSED"OR'INKED'SEAL SHALL BE CONSIDERED TO BE A B VALID TRUE COPIES. ST 22.6' 37' CENTER OF COVER CUTCHOGUE 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRAC77CE FOR LAND SURVEYORS DM 29.6' 40' CENTER OF COVER TOWN OF SOUTHOLD p15-5 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM LP1 34' 35' CENTER OF COVER THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, SUFFOLK COUNTY,NEW YORK ORK GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE LP2 40' 47.6' CENTER OF COVER ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. AREA OF PARCEL = 32,724± SQ.FT. OR 0.751± ACRE Z RIGHTS-OF-WAYNOTSHOWN ARE NOT CERTIFIED. LOT 17 (AREA TO TIE LINE AT HIGH WATER LINE) 8. THE SURVEY CLOSES MATHEMATICALLY. N 44°22'28' E 345,10' _�FENCE 0.6N 4 pgW FE. I FENCE 0,4'N 2'POST AND WIRE FENCE O17 EGRESNC. PAD S W 4 e}I AIC UNITS W.W. 8 I�. 2 - H W W GRATE W W .. v £ � co A 48.9" STS O DW CONCRETE No ' — DM / RET. WALL Y W 3 ;LP2��Q 13.0' LOT 16 o Ld w a B-STY, RES. I'"' Ld � cy- 3 N leo a 6WITH�1 �'2 o a° . FKVISHED �1 �O V — — — —LU �� z o o N BASEMEN - - - - - - - - - - - - - - - - - - - - - - - £ F.F. EL. 17,4' — — — — a Z I J 26.2' -------- a Z ® rB w N C32GAR, yN Ld WDW48.9' NQ LOT 15 Z £ �/J — — — — — — — - - -- - - - - - - - - - FLOOR WORD DOCK 12— PAD' STAIRS TD DRAIN I` WOOD FLOATER ni 'l BASEMENT I ® I W W \ �I FfACE 0.5 S W "�ll�Wi(T X U=N 3'POST AND WIRE FENCE )r _� S 46"12'48' W _X - _>L- aW 348,96" FENCE a9,N Ln LOT 14 r� I � ` L $ ), SUFFOLK COUNTY REAL PROPERTY TAX MAP I f� l� 1 DISTRICT 1000 �Q 9� SECTION 137.00 IMDEC 2 2 �2022 o BLOCK 01.00 a LOT 005.001 13UILDING UEK 6 TOWN OFSOMOLD `_ TRACK CU LEGEND lid, 0505213 O AVE — _ VW- •WINDOW WELL ��/S' �`\y�� DATE BY DESCRIPTION APPROV. BY v G 0 •WOOD POST LA NI D v (50' QU . . . . • . •UTILITY MANHOLE CERTIFIED TO: REVISIONS \,/IDE) • • - • • -WATER METER Town of Southoold N/F ® • •WELL Daniel Katcher&Michel Katcher Suffolk County, New York TOWN OF SOUTHOLD ® First American Title Insurance Co. 3915 STILLWATER AVENUE UTILITY LIGHT POLE POLE Metro Title&Settlement Agency,Inc. CUTCHOGUE, NEW YORK — 51,4' — _ MON —v— ' ' ' ' ' •UNDERGROUND WATER AS —c— • • . • • .UNDERGROUND GAS I hereby certify that this map was made from an actual survey completed by me on 1213012021 and 12/21122. L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK S—yed By J.P./JAL. scale: ' 30' Sheet No. TAMARA L.STILLMAN,P.L.S. Drawn By. AM. Dote: 12/22/2022 b S,\Shared With Me\Projects\20092000 3915 Stillwater Ave. Cutchogue\Survey Dept\Drawings\20092.000 Asbullt,dwg 12/22/2022 8"29 AM Tamara Stillman NYSPLS No.50528 Approved ey. T.L.S. R.No. 20092000 PROPERTY OF LEGEND: IOANNIS ZOUMAS --PROPERTY UNE \ tf2 ON THE Y 07 HYDRO-ACTION AN-500 I/A OWTS ° F f2. SS= �FG9Sj� 2ppofyp SUBDIVISION MAP OF o.O SAMPLING/DISTRIBUTION MANHOLE SANITARY LEACHING POOL tz p 9• PROPERTY OF M.S. HAND -E-U.G.ELECTRIC SERVICE ��,F� LOTS 15 AND 16 —U.G.WATER SERVICE 2 Rf"tP� 31 d'7 l (Jl DRYWELL yr O� FiFJ �� e� P p��t " ;�:� ��, FILED SEPTEMBER 18, 1930 AS MAP NO. 730 0 WOOD PILES f° r 00 QU UTILITY]MANHOLE N/F ff / \ �IFJ .Appy SITUATE AT ©1. WATER METER MILDREED DEVOPEO ID ® WELL PUBLIC WATER /00 f 20 /�22 CUTCHOGUE E- GUY WIRE + ( ) C } �) e .�D FLAG POLE TOWN OF SOUTHOLD+� r '''a�i�.' �� © GAS METER CONIFEROUS TREE SUFFOLK COUNTY,NEW YORK J 2A © DECIDUOUS TREE tryS tp JtA °9a CONIFEROUS SHRUB UTILITY LIGHT POLE Q UTILITY POLE © Qo 2 p: AS—BUILT SANITARY ELECTRIC METER •��' DISTANCES FROM CORNERS OF BUILDING —di— OVERHEAD WIRES �A —G— UNDERGROUND GAS / O 9 •y7' A B ® ROUND DRAIN INLET 0,� ,+!/ �� ST 22.6' 37' CENTER OF COVER -IV SANITARY VENT s DM 29.6' 40' CENTER OF COVER V (` „y C.0 r LPI 34' 35' CENTER OF COVER Co SANITARY cLFANDur QpSt LP2 40' 47.6' CENTER OF COVER i 0 00 NOTES 's,�• ,y C,O op tr��'f+ 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. �F,P��QV. Ire, �rS,y� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM / f O) NAD83, LONG ISLAND ZONE. + J 3. ELEVATIONS REFERENCE NAVD 1986. 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A r DMy.� 6 LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, N/F SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. pp JOYCE E DEWAAL f2ry� OT JL4 DEVELOPED 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN PUBLIC WATER ORIGINAL OF THE LAND SURVEYOR'S 'EMBOSSED" OR 'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. �b 1 O• 41/1/1 V 2 �/` C `Pl Q 6 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS 9 s/ .Q n O / 1 / \ �' PREPARED IN ACCORDANCE WITH 771E EXISTING CODE OF PRACTICE FOR Z-1 I24 \/ n, } LAND SURVEYORS ADOPTED THE NEW YORK STATE ASSOCIATION OF / a. PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY O ST o• 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 INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SU BSEOUENT OWNERS. rn / II-- 3 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ._ / DW, S 8 THE SURVEY CLOSES MATHEMATICALLY. 4 tJ2 `�/ EL Dp/ t0 4\,FD CIO rn a 0 SU-FOLK COUNTY DEPARTPAEN T OF HEALTH SERVICED �� \� 90 Z Z \ r- 9 \a APPRQVAL OF CONS T RUC'i r„ it OHCS FGR 07 � T 7Z i f �v OfS��M�,1ni T%IM,Of,H,41F1.110N W M y D \so. F,�, \� f2hti� / A SINGLE F: 1 Y i�E51�JEi+ICE 11 \\ \ ®eft SEP 2 8 1022 r \r�jF\LF\ s �A� I~<�s.Ate.B j- .24' Da C DATE BY DESCRIPTION APPROV. BY TA4C4- T0 The sE mage dispowl and water sL-piy facm es at this iocauon have been REVISIONS R AVENUE \ \ \ 4L!�E ln^ anchor Cwt ied by b',-;s Deipariment or 0"mer agencies and'Found to 3915 STI o °N be sed factoryFOR AMXlMtlM F S BEDROOM. CUTCHOGUE NY 11935 PROPOSED RESIDENCE SANITARY AS—BUILT PLAN N SITE PLAN _a SCALE: 1 �i L. K. McLEAN ASSOCIATES, P.C.'=40' � ^'' E D zD AD • ' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BRDDKHAYEN,NEW YORK 11719 N Fav, D.9Iy°m By: MF/CFD scale: AS NOTED sn..1 NG. 41 D.° BMF D.t.: SEPT. 2022 S A I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES RGD FII.N.. 20092.000 Generated by REScheck-Web Software Compliance Certificate Project Zoumas Residence Energy Code: 2018IECC Location: Cutchogue, New York Construction Type: Single-family' Project Type: New'Construction Conditioned Floor Area: 4,033 ft2 Glazing;Area 37% Climate Zone: 4, (5572 HDD) Permit Dater Permit Number. . Construction Site: Owner/Agent: Designer/Contractor: 3915 Stillwater Road James Deerkoski Cutchogue, New York 11935 Deerkoski&Arm Engineering 6317676071 Craig@DAstudioNY.com trade-off Compliance: 27.11/6 Better Than Code Maximum UA: 638 Your UA: 465 Maximum SHGC: 0.40. Your SHGC: 0.10 The%Better or worse Than code Index reflects flow doseto compliance the house Is.based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relati nQ to.a m.1himum-code home.. Envelope Assemblies. , Perimeter Ceiling: Flat Ceiling or:Scissor Truss 541 30.0 14.0 0.024 13 'Ceiling 1: Flat Ceiling or Scissor Truss 406 38.0 14.0 0.021 9 Ceiling 2: Flat Ceiling or Scissor Truss 1.648 38.0 14.0 0.021 35 Wall:Wood Frame, 16"o.c. 2,809 15.0 14.0 0.035 61 Door:Solid Door(under 50%glazing) 47 0.270 13 Window:Wood Frame 1,027 0.270 277 SHGC:0.10 Floor:All-Wood joist/Truss 2,594 30.0 14.0 0.022 57 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted wit a ication.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :RESch ly with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title * ' y„ � * Signature Date re 0725 ARo>ESSI ..o Project Title: Zoumas Residence Report date: 06/03/21 Data filename: Page 1 of 1 ` `` U�-~� ~- - 2,. l\ l\ 4"C.I.WASTE R-15 B/ BACK WATER VALVE TO BE INSTALLED INSULA, BACK WATER VALVE TO SERVE CELLAR FIXTURES ONLY 33'-0" in M PLUMBING RISER DIAGRAM N.T.S. 14'-3'/;'± 4'-7'/e"± 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS ---- --- RECRE/ --------______ MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 , CL F C� OM , UJ° ~V-: • 1/2" Glr XZ °" OR AC XC7� _j ---- w = -------- F ' -Z "J BARS,GRILLES,COVERS R310.4 X o BARS,GRILLES,GRATES OR SIMILAR L w 14'-3/<<"± DEVICES ARE PERMITTED TO BE PLACED WINDOW WELL R310.2.3 OVER EMERGENCY ESCAPE AND RESCUE HORIZONTAL AREA SHALL BE OPENINGS PROVIDED AS FOLLOWS:NET MIN 9'-0"SQ FT WITH A CLEAR OPENING SIZE COMPLYING HORIZONTAL DIMENSION WITH R310.1.1 TO R310.2.3 AND SHALL OF MIN 3'-0"TO ALLOW FOR BE RELEASABLE OR REMOVABLEEMERGENCY ESCAPE AND PAIN" FROM THE INSIDE WITHOUT THE USERESCUE. LADDER SHALL BE WRA OF A KEY,TOOL,SPECIAL KNOWLEDGEPREMITTED TO ENCROACH AND OR FORCE GREATER THAN THAT REQUIRED NOT MORE THAN 6"INTO FOR THE NORMAL OPERATION OF THE REQUIffED WINDOW WELL ' --- --- ESCAPE AND RESCUE OPENING. DEPTH. I I 50 CFM I ' ' FAN -- 2X4 FRAME AROUND ® STAIRCASE FROM FLOOR TO CEILING. TREATED SHOE +' --------- PLATE AND GYP.WALL BD co ; ; INSIDE FACE OF WALL MIN. �_° ATTACH RAILINGS.HANDRAIL t I -- ------- I 34"-38"ABOVE NOSING. UNDER-STAIR PROTE, * Q -- -------- ENCLOSED SPACE UNDER S- Existing Floor ; ihIS ACCESSED BY A DOOR OR System 9'8'/°"± 4'-0" ---'--- PANEL SHALL HAVE WALLS,L ____ SURFACE AND ANY SOFFITS co ; BATHROOM ON THE ENCLOSED SIDE WIT CL HT:9'-8" ----------- 1/2-INCH GYPSUM BOARD. C.T.FLOOR L ---. BOT FLR JST , , I 50 CFM + ' 1/2"9YP bd clg and or FAN CD °\ --- -- Ex STL G acoustical file ceiling on ® , , , , , ' ' ` b;a metal suspended grid ST IR P +i o min.ceiling height:T-0" - n4a°•Dv. M I i , I I I , .yo. o< o fire-blocking,vertically @ b ° ceiling level and horizontally Qb�;o at intervals not exceeding 10 feet SUMP PUMP iv I D•°ee°•e10 °Aaa•v � b> o concrete foundation wall EXISTII\ I nIF,^/1A/ /1-) A i`t--_0 "/ .. ",,,, frS€rias��.�, - I I - 11 11 . µ& ENMI[Nt5IQINU; P- F APPROVED AS NOTED z r_� t_% °§�&?; i ti!''A r-1 DEERKC7SKI + Alam I _i_71t N ; i DESIGN AND ENGINEERING DPC Jn / � :4 s Ami i; . "L DATE:.�L B.P.# , : -�-�r , ._$ -7 ,5._--,_:r;l " ,� �' • _ 16 LISPArRY AVE. '3tATE C WESTHAMPTON BEACH NY 119,7e FEE 0 BY: • e s •"I -.r L +„F`�, t I i i I l_-"4. `a s 631.76'7-60 71 CARMH6686_ADL.CDM - f rI -1I ' NOTIFY BUILDING DEPARTMENT AT - -' £. 5+``t _... _ 1111 . __.__._.__ _ _-___ 1__1__1______1_._ __ ____11___11__"___"_ .. _._ _.............._._ __1111.._-11_11.. _.._..__ 111.11111____.__.-_._ -;.,,�,,,,._„____ ._"_,._,._,",.»"_"... - - _ .. x ., ..s a.. <-f s »4 wd' �,! l - 11__11 . _ ___.___ _. ,___.__ _.._____. , _11_11 _ _. _ _.-_� _ _ _ w- _1111 _____-,:,�. -- __ __.. ,.,, ,_�"," . ,-_M,"_.__-,� _ __.. - B5 OR THE V __.. _._.. _.._.__ _ _1111. ___. _ .._ ._._ 1.111_. .. ' " �' '� � ��' � - -1802 8 AM TO 4 PM F ENGINEER NEER OF RECORD: ,:__ _ _ 111 1. . ............ " . - .." -".11.11." -. 1111..._ -_- ..""-- ... 1111"" ." . _ -- ::.-.,,-11 - -"". _ -- . - "" 1.111:- . 1.1.1.1... . , . .".. _. -- -- - 1111""-. - .- v _" _"..-.-"."._ ! K 1 : i ;, INSPECTIONS: F LLOWING 1111 _ 1111 ..._ - ,. 0 _ ___ __ - ...................._. _........_.._ ...-1__11.1 _._ .. I'll__ . ..___ -11 "-. ..... _ _..._ _. ._._ ..... - - : - IRED '�"� _. . _ _,.. _ .".. - " _ _"".. 1 1".".""".""""".., " _" 1111_-""- - --- 11.11"". . - ,"- _-" -. - -" 1111._ -"."-",- "-.- -__. 1111.--. 1. , I N TWO REgU i F NDAT 0 OU _ ___..__..__.____..__. ..,.�:. _._....... ___11__1.1_ .._.______._....__.._____. __ ........_..._11___11...-. __1111_ _._ ___.. - _ _:..- 1; I - _.. - - .. CONCRETE FOR POURED _..___...__-.___.._.___.__..." _................__- ___111- -" 0 _-1.111......_.__... _ --_1.111.1111 - FRAMING & PLUMBING �______........... _ _11.11.___....__........................__.___ m-111.1.._._ :_1111 _. .. 11 II H FRA _1.111._..___ .__-___________ _._-._--__ __-__."_-__________ _-""_"__".". ._-___-___."__..__.__ .___.___ .__.__.-____.."___-_. .________ _______________1.111_ _.___..__ _________1.11__1___"_ 2 ROUGH DON E N G f N E E R 1 N G . _"__, _ _____. _ ____1" "__ _ _ _.____ _ ____ __ _. _.._. 11.11. -- . _ _." _ _ _ - _ _ _ - _1111 . _. _. . __11.11 ._._.__ - - . .. .._ 3tr: ,. 111;_1 .. �.__,._. _ - �_ clura,enc,I,ecrin,�scrw,cvs ♦ consut:ng 11 I 1 . I 1. PROCEED __._ __ �_____- _. _" 1.111" --_"" _._ W 3 INSULATION H FRAMING A A..9 f N G ! UNTIL yT tL � SURVEY 1 V I MUST EY __ 11 4. FINAL CON STR ,, ON _ _ __.._ _1.1___ _______-___... .................._._ ___11__1 ____1.____ 1111_ .. _1111 1_111 1111_ - _ -.__..__._.. _1111_. _.__ ... _1111 ._. __..__ ...._.__.___.___.._._.__ ..__1.1____11 11.11.____._.__. _.._._ _._ _1111_... _1.111. --.1-: _.__.____. --_1___________ _ _1111111.1... I _ . . _ __ -.__1111-__---_.__._____: p ,_._ ...,µ"�,. .-.m_-"-_,._.___111M. _ __ " _"_„__„ _ ..___ _,_ M, 1111. __ __..,_ ,,_, _._,._.�. __� _- „___-,___ _, ._____ .�"-__.__.___, _ n_ _ _.�.,,.--11.11_,_" m".___„V_,,,"_„_:,,._"�__, �__..•�..,�_,_ _r_,._. __ _._�_..., __, COMPLETE Fop C.O. ON LOCATION -""_ ". - . . S BEEN APPR JAMISS J.DEERKOSKI RE B E COMP N .. A OV .. _- . _1111 ._ __,. __1111...-.._. __1__11.1.1111.___._._.-----_.1___1 11-..______________________. -______.. _..__._ -- .-,__..__.__,___---._-1111.__1111-_._.__ __1.1____11.1.111._. -____..-__.__. _._-_............. . ........_.----___,__. ____ ____ _ _11.11 .-___ .___.._.,._..___. ._..-____.,. -1111_,. .. _ ED _._ __. _ . _.__.___ 1.111__ __ ...__ .__ _._ ._1111_. _. _..____. -..__.____..._ __.__1____111..____. __. ................................... __111.1.___ __...__ ._..__ ,__._____ ___11__1.1._:_. ____11___1.1_._. NY 11978 _ -_ _ a" _"__ "_„ --_,""__,-_-__"_mm,_.T_,""_ 1-11.1 "".""""" „ " """ _"" - . " """ l- ." „""""", _ _", .1.1_1__1___ _.__, ,"," . , _""" , " " , ",," --I'll-__ _ ... . , 11111111. �, ti„_;_,. OF THE COO S OF NEW jamesde rkoskt moo com�A sso774-7 55't _ _. _ � Y 1111 ..;;1111.. ,. .. 1111 -- „ , -. _"" " - 1-111.. 11 - - " .._" ,"1.11,1"" - ",1 - - _ 1 11 , -. "."_ .. . " 1111.. _., _" _"".. " "", � _," _. . - - '. - .. RETAIN r t COF OWNERSHIP&USE OF DOCUMENTS: _1:111. _ " � RE�U REMEN �,'," ' - ,� YORK STATE NOT RESPONSIBLE FOR I - -: - " "" : _ - __- _ DESIGN OR CONSTRUCTION ERRORS. STORM WATER RJB.,,» F _1111 ^::<:<:.:._:.v:_..:-::_:_.__.._v... -. 1 1 �,;:,,,. ".. 1111 ,.._,_.::..:..-........::.:..: ....::<.,;,:--- _,...,....... _ _ _....._._ _........._. ._. .- ...._. .. __-_.,_..,.,,_... 11:11.-. m -.1111_. . _.1111 1111_ ... .., _. ___...__,_.__. _. __1111.., __. . __..___._.. 1111._ _ __._____,_ r : ' o ' he ideas design ... _.. _ - 1111. I DT :1:111._.. _....... ............_.... _ _ -1111 .. . , . __ including t i CHAPTER ER 23� These d. .vtngs and sp ctt cations me ud g r ! - THE T rl�sentr d therein,are the property of _ _-. ....__,.____-_,.__._. , �..._._.__.__,_,.._.__ ,_..__.,...,_„__..__..__.__._____.._...._____..._._....._-.._.___._.._.__..__.-1111__..___.____ _, - __ _______ ,.___,.,_., ._.._......,_._.___-___...._. 1111.__ 1111_, ___ 1111,. - ___.___.,,,.. -1111_1111. Q C arrangements Engineering. i p 9 P Y PURSUANT TO OF Dee koski+ArmDesignE ng.ne rinq. GPC � -�_�-," _, _ . . �'` WN CQDE _.,,.... _ -, # shall copied,(ai taSed to others or Used in; =..- :1111. __ _ . , 1111__ __ r __- - 1111_ C`,1`v OY' - _ = �� rI H ASL -, . ; a. ... ._ _ - I" 'i; 1111.. 1111 _ _ -1 } .';v, L! �Y. �dtih hprthar.fortahiLht;e ,.";, j ;i s ti connection with a work or project of ,f I- / l 4 ;I' p ! si j ii - _ RSTATE QI �O tl3VE'l'eEri cit without:^.'f,.E n fr15eP.. !, - 1111 l . . Y / „ „ . 1C G AND CONDITIONS OF t f rofe5sianal t , ;. #; f` I` . . .. l�S {=v.UIR>= Hers. spec tiara specifications,as t { Ft , , / i r � l� /.,. _ \, _' :; I # i' i` - SerCe.8r@ 3 Ed Shc31l rC'iTIR fhb Pf0 orf oftt'=e ert ? ^.r. I - 4; » X f3 "1111, f / _. __u, ,""__."_" 1111 THOLDTCIYt`I�EA ,. F _,1 1 . Y I I . ! I; -1111 ,. , " { t `' /' I i! � `' ; _ ;; !! `I -( `i. �s.. :... I i` i° ! ;l3 n ter .� HOLD HARPOLESS: - ; _ r HOLD TOA»N PLA, »1NG BOARD , I ;` __, 1 T "� SOU ► /'f` I ; , JAN TRl!S EES Deerkoskr+Artt -sign Er€gi renfir g,DPS"ar,d h !e ' NOLD Tv f ' SCUT , _ ._ J is ! I. /� - --v_5--- Associated EE,gneer, 3r? tOt Cw�rgE P;i? tt?P.CC 1Strtlt t+ren C t tr7Y I iI 1 ,F -11,1_ . _.." . . _.._ """ _ ........ ._ � ,1 `. A , q __ I";- § _. - ,. „ _- - , -, „ , - ,., . , __s„ _ - building. - ,� 1111-, _,M ,.�___-__,� , . �" D �0114�� - ,� n SS Y r / -. ' : . . ... . * /"" " J.1.J.DEC he use of these drawings by any contraCthr,sut,cn�.frO'tor, /• /' - - - ... -1111 f� ,' `. - '.* � 3 `-.. `- 1111 -_1111 .. _ . - .. .., aCI'�S(n r's'p�=a`�s'?r'fr''ICI rr.,je,.. ... ,. .. -. 1: 111 111:1... :.:.. ........". .�" I _ _ _ fr a , 1111_1111_.1111.._ 1111_.. _. __._._ _...__..___.___.____._.._._____.___ _.________..1111.__________. 1111 . . __.1111____ .. . . "__.. _ f A n c rt; sk?+ rn builder, or worker shall I , . . , .. �"•'.±"'t°';'" v'ZaNE' U '{, Agreement between the draWi tt}user and C?e L .- i -. .-. " " : _ . �':?Sirt i=n irtP.;?rfnt�f.'. . .. :11 1 1., a user shall fact agrr o hof t Dvie +Ar,,:Des�is 4 . �.. The i in e t ,�,.,1111„>-:,,. .__ >g,�. .� ...�,m_. . �� ( TRUSS PLACAR01l�lG REQUIRED D t infer rlg C�Pu harmless for�r:Y respo`,s =1it;:r r r._;'r< t:, E �' _ _ �.- 1 -_ __1111_. . ._ __ .. ,, c'� /`"` �`'" r f1 �_ - - r r`: means, I' t ds t t _ :_:,-_111111_ .._._.."_.- _ 1111.. . ..:_.,-____r_. �, __m -110 ( r _._ 1111 _ - - _. r. t i, I - 1;111- I - - -1111. ., .1111.- =3"' eCfur£?S ^ilfrrI1�S $t �fe.,3t_,C'Snf?d +Ic+ - 't _. . r," " _ _,.-_ 1 . 11.1"." _", . ___---__"_..__,." _, ._.__..- -,.,- _.__-,-_,__- - p Y a , , ;: h. : FT T. 1111 , �� _�,,.��.r>.� _.;W_wss__ 1111_ __r_, �__ _ � e r3C t1 n any 1. - r.: ;, I,: ' �� - 1111 --- - - -" --1111-- - -- "- --- -- - 1111 1111-- - ,,�nc.Ycr.tv,.h.,,e Lark ,.cj,r.rt t!ali`c.1w_.. I. I i �n;taSt„d,rePlced or �' s .xI , I :•. ;, ' " S .. __ ._. __.... _ __ _. _. 1111_._ 1111_ __-_. Cin P` 1 , .i.'�_ t, cli (li � - - - De.. n ng.net3ring C�. C h,.rmi€sy. • ,:t. r i c.' .... . .,. t , I i �}1 1 r� 4 r . I d e �eC1�*F Y i conform » O r.- rr;l,- �r rrn i r 1' , !i i _. > r I lOriaruals rCr .. li C+r ,. rr"e 4"C s;: ; st ravide 3 �- i I - - - - - - -- - - - 1111-- -- -- - 1111 - --- 1111-- . ! - a , , a , g �, r ...1111 1111 1111,.__ 1111_. ! 1111_ 1111_. _._„_ ,_- 1111.." _ - •, A f "c - .+ y !; Chi t�r 1 .'€a i .i ! .r rn I 12 , aia er .:, n ' sm or' ;ii I :, ' ,, , I :I ii T'he uSe of ft;F_ e dr"uin-s also'I,`n~'l;es t,at :kcski # i i' �O P 72 . - r--,F-4 ' ¢ +`-'"§ 1111..-111__1_.__E .-____ ,_1 _1_. ,__._ ___._�.1 1111_. --___I s-1111., 11-11. .--.._.______ �� ® I responsibility for the JandS p ! i , f j; 1I Town Cod Desig Engtneering shall take no resf o s _._,.._.... 1 _1 _",,1-- _--"__.--"--, ___ 1111._._ t ; , ,,' l ;- ! NYS Ener Cade j n DPG Y ;' i -" I ; s t : I• i ! i pian user's faific,re to car out the work In actor i ince rrifh tt N S i ,;:, !?!i ,. ,. i I ., , r , i l i i { ;'s q r {,; _. i I ". k i i ..._. € �, 1 i ; s carry = tr 'ti�snr ,{ i Ii r ! ;I i, .it I ; I I [[ i I i"i ({ drawing contract documents or any and all app.rca5t 1 iI .I I" ! L% s' h: I bI I{ a,fI z r " I I 1 { [ Y " i I jj Y '.!' i';(_ E 'g # g! ,,, -t : , ; ! J GC5(�PS a[ll't rT}c1n!7rc3Ctf/rEr$SeCI?ICclilaii5. -1 1__"_ ""1 1111---1111-' s ,. , i 1111 -- if' _,:....__...__�_..__...____._.; .J - i _ -- - _ _.,1111 Y .. :; _ _ -- % 1111___ - _ _--_ er door 1111 1111 - "__ ""- _ _,_ �___._ "_. ___.._._.._ :n _ ry „,. I Bl _ -- 1 ___ -___ ___ 1111_ __.._______ .1111 r ( i i 1 6 f 1 I ! I 1 i ... ._ _ , ... _. _ .. _ "" r r. _. , -' F` i �: fi" Y"" I 1 i a ", ., .. . " 1 ,_i 1111 .. ._ , yr , I ` n d uet� o t _ _ „ . _ -_ 11, I , I I � � I i I3 C3i�K NOTES: 4. ! 1 • , 1:111.. i ,., ,. - ." - __ 4 .. , .. -"-111 1-.-1111-. -, 1111, .. .. I l � § I � ! I; I � vY ! est'<n required. d. _ _ q U,vreER cE i Y .. '" , PL RTIFI CAT .,_ 1111, . . . I I IOrV _ _ . ., 1111 , _ _-, -- 11 : 1: 1 I'll . 11: 11 ;, ' : L ' l:' `"�; § ! I________________ ' ON LEAD CONTENT BEFORE I __ - - J CERTIFICATE OF OCCUPANCY SOLDER USED IN VIA TER PLUMBING SUPPLYSYSTEM CANNOT ALL PLUMBING W^ EXCEED 2110 OF 1% LEAD, - ' TESTI%NG EEFO,: Cv':=:, . ft\kjf" A - -(0 U _ " � 1 D I C 39'15 TI LLWATE R ROAD C UTC H U E, S EW Y RIIA FV °� ' 935 1000-137.00-01 .00-005.001 --_____,____-_,_,._____-__-___-_,_____._,__ 1111 -_ - ___. --___a _,__.______.,____,_"___._______,__�._-.__,__,-__,__------._____._-_,__ __ ___-,_.- -. _ _ ___- _____.,_._--__ _.__n____._.___, -""--_ ___..�_-___-_- _--,1111_ -�__-_ __ 1 i� I i O I j i f Cf) fl? : tt7 j ! I 'm ` I i I i (n ! 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I '`_" � ` ARCHITECTURAL INDEX COD_ NCE � � EMS I .-___.._._.__._____.._,-.__.,...- {1111_._ 1111..__.___.,,._. __.._._ ._..__._...__. _,_.____,_..1111__ _._._. _-__-.___..______.._._,.._____.____..._.- -1111.-_--_____ ..___. 1111__.___... .__ 1111.. 1111.-_______._.._._.____.__.__ . _."._._-_- _-. _,----'_____ _-_.._.____. _ .,_, -_- _._.__ ____1 i ._ _-____.._ -.� .______...�.,�.__ �.-__ .1111.. �_ �_1111- _ _�. _,-- _ -. _ ` _ _ _ __ A-1_Q1 FOUNDATION PLAN - STRUCTURAL / OVERALL DIMENSIONS 11__7____________,__ T-OBJ 1 TITLE & INDEX C # _ i ____� »�. _ I__. __ r ___. 1111.1111_. -TM._... ___,_____1111 ___- ___ _. 1111.__�__ __ __ _. _-_ ,.�__ __ _ _ _____.._____ ___._____,- ,-. ___ _ __,___ __ " 1111__1111._ 1111._ 1111_ ___- _ _.4 1111_ . _ : _ C-1 GrNEI?t�L NOTES cC�I =E-CCIVIPL IA .t� t # t t _ _ I I _.___.___�..______ _.. .,_._______,____n._.__.__._1111 I I 1111 ,-_.____._.,_ ..___,._.....__, ._,m_ __- ...._.�___,.-,_____...,..__. 1111 1111. _ _ . , 1111. . 1111____.___.. ,__.________.p..�...__. ._.-., .__,.____._.___._._,_..__..____1111 1111,, 1111 1111__ ,�.,. 1111_ ,. _, ,.________,._. _____,__._,_ __.___,_._.___..,_,-_.______._________„___,_._-,__._,..�.,�..__.____ 1111,�,,.____.___,_,�„__._._.._,�....._--_.____._.___.___,_.,__ 1111 __ _.._..___, 1111. __,_,_--1111._ ._....__�n._. .__. ._.,e 1111_- .-_ 1111-__ 1111 , 1111 -__,�, _„_ _,- _ G-2 :GENERAL I�►C'T ES - PLUI!!!BI °�iu RISER - -- __ _. _ 1111___1111, _,_____._ _ -;._ _ A-111 FIRST FLOOR PLAN - DIMENSIONS i_ + { !" 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II i i _ 1111 ______ __ "____w____1____1 1111-- ___ -_ 1111___ ---;_._. .____ .__________-. _ _ _ _,_.- __,__-__,___.______,__._.__,�--..----,.- � -___.-_-__--__-.. - ___-_.- 1111_,_-_4�_ _;_._ - I _ ,�� ___ . : - - - 14 NERI D TADS - iNSULATI - V T I - I 1___.,-___ __,.-_--___-_ _ _� G E N EN LLAT ON AIR DRQ-,I-T D., � I x�:��,»_ING � ' � _ DRAWING TITLE: _,__,___„_,._.,_.___-1__..., _,__._,_. .-1111 ,._ 1111 .__ 1111_, _ _, .______,.____..___ _ 1111___ 1111_ ___,_____,_..____. __,._.,_. __".____ , ___-_ _. _ _�_ __ _._ _ � - I _ _ 1111-__ 1111 __ 1111_ 1111 __ ___,.___ _ ___._______.___.________ __....__.-____ _____ .__,___ . _- 1111 _ __ _, __ ____,_1111_. _ 1111 I I G-15 !GENERIC DETAILS - INSULATION - VENTILATION - AIR DRAFT - DUC1- SEAL! IO 1 A-301 BUILDING SECTION i 1: __ _n___�.--_-----,--_-_.---_---- --------------_--.----..------_--_-_ �__._--__-"_-.-_- ______-__--_______-----_------------ __ __T_ _ _ ___�__ _---.1.111__1__111__ _ -___.__ _ �__ _ I 1111.-- _ 1111. _ _-. - �__ I G-16 'GENERIC DEI AILS INSULATION VENTILATION - AIR DRAFT - DUC' &EALING I � � A-302 BUILDING SECTION I ! 1 ' 1111- - - _ - -- TITLE & INDEX - 1111-- --1111-- ! � ' A-303 !BUILDING SECTION - -- - 1111 - ' -+ I -__--__ -___--___."_-"__----",--",-,_,-_._._._._---_ -___-_.__ •-,--__.--_-_-_-_-1111.-"--"_._ _. �_.- 1111- 1111_-1111-."-1111_1111-. -_ I - -_ __1111.___ 1111. 1111______ _ _____ _1111 , I----- � A-304 BUILDING SECTION ,__-�,,-.,�._A..,-___.._--- ,�,...--�,.-__�.______,�...._.�___,__- _,__T_„� -- - _-__,1-111. _, r.__ . _, _ _ ___,_,_,-1__1 __-_, ,_,____,�-____t __ � I 11 :111 - >� �� A �� V "` � I � ; _ __ _ _ - - _ _- ___ _ _ _ ( # I SET: ISSUED FOR: DA FF: __1111 _ _- _ __ _ __ ; - - - I A-401 FOUNDATION DETAILS I i � , ALL EXISTING STRUCTURES ARE TO BE REMOVED FIRST FLOOR PLAN A-402 FOUNDATION DETAILS - -- --1111-- ------1111__ -11111111__ _ �_1111-_____,.___--1------1 ----------I _ 2594 sq It LIVING SPACE _-_--_----.- _ -_ ! �w_ __r ___ , 67 sq ft OPEN BREEZEWAY(ROOF I NO WALLS) A-403 FOUNDATION DETAILS I 576 sq ft GARAGE - ��.,- __ __ -_ ,.__._..___._� .. � _ _. ,_. .-„ ._ �_ _, _ _._ _ _-_ .,_ _,_ __ _�_..___._, 1111_ , . _ _, _. - 1111_. .._ 1111,_ __..,_,_-------,--,.,._,".a_.__..,. _._ # ____ _._�.�._.,.__._ �M_�., __ � _;,_.�_,� ..�.,1111_,-1111_! f 1 151 sq ENTRY PORCH A-404 1EXTERIOR DETAILS § I -_. _ i_ 389 sq ft REAR PORCH A-405 EXTERIOR RETAILS � � --mm- ---1111 ___=�__, ^,_,._m_____-� .., _ ..- } _ _ _� ______ 474'sq It PATIO(UNCOVERED) f - _ _ __--�_ �_- -,------1111-_ � _ - I_ ��__!_ A-406 !EXTERIOR DETAILS I 0 SECOND FLOOR PLAN A-501 sEXTERIOR WINDOW $� DOOR SCHEDULES u �- ! I k 1439 sq ft LIVING SPACE 2a6 sq ft OPEN SPACE AND STAIRS A-502 ;INTERIOR DOOR SCHEDULES - _� ___________ - ,,1111"__..__.__1111.__ ._.r.- . 1111-,- 1 -.'_ _ -_! I ! 565 EXTERIOR BALCONY A-503 !WINDOW & GLAZING REQUIREMENTS A--�- I -_.-__.{1111__ SEAQ_: DATE: LOWER FLOOR PLAN - May I 1tn, 2021 . I 0 sq ft LIVING SPACE I PROJECT NO: 2(}29-24 POOL HOUSE I DRAWN BY: 1 NIA STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS. BUILDING SHELL INSULATION: of NE W yo CMA I i TO BE DESIGNED TO MEET 130mph WIND LOADS. otER CEILING-FLAT: NA �P�_, ?,J�, Ao��* CHECKED er,J,TI3 SEALED ATTIC: R-38 CLOSED CELL INSULATION (ASSEMBLY) * -'^ I:' �._ •; w SCALE: L---------------------.--------.--.-----.--------. ---------___.____ __.--1111-_ -1111--�. ._ _ -- _ -_- ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDED,BUT NOT LIMITED CEILING-VAULTED{HOT ROOF: R-38 CLOSED CELL INSULATION .. TO THE FOLLOWING: EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R-15 BATT m2 � _�' HEET NUMBER: .. EXPOSED FLOOR: R-38 Z' "' '- SED CELL INSULATION+R-10 BATT sFp ��. n 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) FOUNDATION WALLS: NA do S\O P - - - 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE T-001 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE ALL INTERIOR WALLS AND CEILINGS SHALL ISE i'�1SULATED WITH ROXUL 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION SOUND DEADENING INSULATION. 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) Doo NUMBER: of 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN P OVISIONS FOR WIND AND SEISMIC(SDPWS) REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS AMERICAN SOGfTY OF CIVIL ENGINEERS ASCE 7-1 JAMES J DEEFRKOSKI,PE HOME ENERGY RATING SYSTEM(HERS INDEX RAT!, G) Q DEERK©SKI f ARM DESIGN AND EN13INEEPIN13 DPI: { L� � . I , - - . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA fi"""�"",'-,�l,,,,�",Ir-!,"'"', - - ''' , - _,__,_`_,______,_,____ - I I 7', .; ,,," I � ,_�11 ,�_ I 1, "" r ,,,,,,F_--,_,,i r','o -, 11 I GROUND WIND SEISMIC 1, p--1?11i�,,�", 7, 11 s,�v,i + ARm ,I' ,I -17'� ,;� D E"!��i fs,;T"j, C', E N IF13 1 N r r Irl 4 1,4 in, D F-1 C - - n I , 11 SNOW DESIGN , F I I��,_ - I ill 1�`1111A,::�, , k""', , , :, * LOAD �, I 11, - GENERAL NOTES. 45 Ibs/sqft 130 (mph) C I CONTRACTOR NOTES CONCRETE GENERAL CONSTRUCTION NOTES- ENERGY NOTES: I DEERKOSKI +'ARM SUBJECT TO DAMAGE FROM DESIGN AND ENGINEERING DPC FROST LINE I I 1, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK,BUILDING 1, All concrete work shall conform to the ACI'Building Code Requirements for Reinforced Concrete'(ACI 31 8),latest edition. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 INTERNATIONAL RESIDENTIAL CODE WITH AMENDMENTS BY NEWYORK STATE. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL ENERGY CONSERVATION CODE.THE AUTHORITY HAVING JURISDICTION WEATHERING 1 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH MY 11978 CODE,FIRE DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. 2� Slab work shall conform to applicable portions of ACI 302.1R Guide for concrete floor and stab construction,latest edition, CODE BOOKS INCLUDE,BUT NOT LIMITED TO: SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY OF THIS CODE. DEPTH TERMITE DECAY 631-767-6071 CARMS8819CRIACIL,COM - 3. All concrete for footings,waf!s and piers shelf be normal weight with a minimum urtimale compressive strength of 3.000 psi at 28 days With a SEVER .51-0. 1, ODERATE TO HEAVY SLIGHT TO MODERATE 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT maximum stump of to 5'. 2020 INTERNATIONAL-RESIDENTIAL CODE;DUILDING CODE;2021 ENERGY CONSERVATION CODE;PLJMBING CODE;FIRE CODE; - OF BUILDINGS,OBTAIN ALL REOUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDING,S,OBTAIN ALL REQUIRED MECHANICAL CODE,FUEL GAS CODE;EXISTING BUILDING CODE;PROPERTY MAINITENANCE CODE 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE 15 WINTER ICE SHIELD 11 I 11 - ENGINEER OF RECORD: PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD,NEW YORK,AGENCIES 4� Concrete for interior stabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.55.mavirrurn stump of 5',and a minimum ALL CODES SHALL SUPERCEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE DRAWINGS,WHETHER THEY ARE INDICATED ON LOCATED.THE CERTIFICATE SHALL COMPLY WITH IRC N1101.14 DESIGN FLOOD WI r� �; I : � ! " I : ultimate strength of 3.500 psi at 28 days.Concrete shall be moist cured and covered for 7 days. � ;: I , r , I I I � I ii i , if I � i i I I r 10"'-7- 3� MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK THE PLANS OR NOT. 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERMIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE TEMP. MENT REQUIRED CATEGORY 11 -��L-1 I— 1__"__.1[_%,_._K" S :K, .1-:1- 5� Except at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag(GGBFS)OR 11 degrees YES 1984/1998 C ___D--_'E-"1"` , ,_0 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. SURROUNDING SURFACES. :; I : I I I staff contain 20%fy ash.GGBFS shall conform to ASTM C989 Grade 1 00 or Grade 120. Fly ash shall conform to ASTM C618 2� ADDITIONAL REFERENCE STANDARDS UTILIZED: � � !, I 11 � I � I ; I 11 ! if 1 j � ' 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER, 6. Concrete design mix shall be submitted for each type of concrete to the design professional for roview,,The design mix shall be amorripanied by AMERICAN FOREST&PAPER ASSOCIATION 4. INSTALLATION-THE COMPONENT OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED DESIGN CRITERIA E N G I N E E R I N G , WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS st,uctu,fi urignf,&rc�services v C0115i.litf)0 test reports conforming to the ACI method for field experience or the ACI method for trial mixtures,including a graph of wic ratio versus strength,in IN TABLE 402,41.1 WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY 5� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED accordance with ACI 301�The desion mix shaft be scaled and signed by a professional englncor� 140 MPH 2018 EDITION.PRESCRIPTIVE&ENGINEERING METHODS, COMPLIANCE, CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTI-i OR 11 I PRESCRIPTIVE DESIGN JAMES J,DEERKOSKI P.E. REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY IDAMAGE OR INJURIES CAUSED BY T Rninforcing sleet sh.a!l tie deformed birsconforming to ASTM A615,Grade 60.Reinforcing steel shift be c4r,,tailed ricco,ding to the ACI Manual of 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OR DURING THE EXECUTION OF THE WORK. Standard Practice(ACI 315),latest edition, , 3. WRITTEN DIM ENSACINS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5. TESTING-BUILDING OR DWELLING UNITSHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A. jamesdo?.PrkoF.Y,i@yahoo.com 631-774-7355 TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. USES(s) AND OCCUPANCY CLASSIFICATION(s) 8 Comply with the recommondalioos of ACI 5Q6 for cold weather concreting and ACI 305 for hot weather concreting, 4. THE CONTRACTOR PRIOR,TO START OF CONSTRUCTION SHALL VERIFY ALL DIMENSIONS,EXISTING,OR NEW AND BE RESPONSIBLE C� THE CONTRACTOR SHALL LAY OUT HIS OWN WORK.AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REOUtREDFORDTHER , _ OWNERSHIP& USE OF DOCUMENTS: TRADES PLUMBING,ELECTRICAL$,ETC, FOR BRINGING ANY DISCREPANCIES TO THE ATTENTION OF DEERKOSKI 9-ARM,OR FOR FIELD FIT IF D!RECTED. 6. DUCTS-SUPPLY AND RETURN DUCTS IS ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3"OR GREATER IN DIAMETER,AND R-6 @ USE 9, Wefded wire fabric(OPPIF)shall conform to ASTM A185,with a minimum ulflma*e tensJe strength of 70,000 psi, DUCTS LESS THAN 3"IN DIAMETER. These drawings and specifications including the ideas,design 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL. ARRANGE FOR AND OBTAIN 10, Support and securely tie reinforcing to prevent displacement d��ririg corcmAp placement operatic,rs,'Nirc mesh must lap one,full mesh at ench side, 5� THE MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS,PLUMBING SYSTEMS AND SOLAR SYSTEMS,SHALL 6--INSTALLED IN ACCORDANCE 6a� DUCT SEALING-DUCTS,AIR HANDLERS ANO FILTER BOYES SHALL BE SFALED� ,and arrangemi-nts represented therein,are the property of THROUGH THE DEPARTMENT OF BUILDINGS ALL REOUIRED PERMITS.INSPECTIONS AND REOUIRED SIGN OFFS. and end I;ips,P!,ir.,ii,mesh on rhairs to maintrwin it�,POS'tirin during tt,,,n,- I RESIDENTIAL R-3 Deerkosid+Ann Design& Engineering.DPC. I , ,)our.Rocks.rriptonry,or other materiz,Fa rnay not be substituted for chairs, UNDER THE LATEST STATE APPROVED BUILDING CODES.ALL SYSTEMS ARE TO BE DESIGNED,INSTALLED,SPECIFIED BY THE GENERAL No part thereof shall be copied,disclosedto others or used in CONTRACTORS;HVAC,ELECTRICAL,OR PLUMBING SLIFICONTRACTOR".ELECTRICAL CERTIFICATES ARE TO BE PROVIDED BY THE 7, DUCTTESTING- DUCTS SHALL PE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. connection with any work or proje'r, � 8, ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TPADFS,WHO SHAI I.ARRANGE FOR AND CBTAN 11, I'sibrfirate reinforcement to the required,hipns,and d!minnskins within the tolriranre.��F!aferl in ff,eCnrcrcl�, Rpinfor-ing Steel Instit(gle(CP!��,I) TYPE OF CONSTRUCTION (CHAPTER 6) ,,o,,ber than for which they ' I ELECTRICAL CONTRACTOR,ALL WORK SHALL BE DONE IN ACCORDANCE W1 rH THE HERS REQUIRFIVIFNIFS. havp been prepared wiftt.lt writlen consent. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS- tAlnual of Siandard Practiros S. BUILDING CAVATIES SHALL NOT BE USED AS PLENUMS Drawing-,F.specifications,as instrucments of professional 9, THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAPING AS REQUIRED TO PERFORM ALL OF THE WORIK INDICATED ON 12, Provide 6earanct.,s frorn faf�e of concrete to the cloFost surfoce of rc inforcornent as follows,tw,;ess noted ofhpr�M,;cy nr'he strorAorat(Irawings: 6. ALL NEW FOO1tNGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WIT H AN ASSUMED 13EARING CAPACFIY OF 2000 POUNDS PER SQUARE T'f?E GROUP service,am and slrllail remain the Property of the erigineer. THE DW,WINGS.AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE.THr,JOP, Sfahs�,114" FOOT.ALL FOOTINGS SHALL BE 36"BELOW GRADE MINIMUM.IT SHALL BE THE RESPONSIFILITY OF TFE GENERAL CONTRACTOR TO VERIFY 9. MECHAINCAL SYSTEM PIPING INSULATION CARRYING FLUIDS 5 105F DEGREES or<55F DEGREES SHALL BE INSULATED WITH R-3 MINIMUM, Beams,Colurnns�1 112' THE DEPTH OF ALL EXISTING FOOTINGS DIS I URBED DURING CONSTRUCTION. 10� ALL PIPING AND 11,11IRNG SH;,11 RF REMOVED TO A POINT OF CONCF.A.1 MENT AND SHALL BF PROPERLY CAPPEDC�QPLUGGFI) Footir,Ci�:3" 10� MECHANICAL VENTILATIC)IN-SHALL MEET THE REQUIREMENTS OF THE IPC/Ir,1C, V B HOLD HARNILESS: ExIorior Face of Walls:2 kv 46 or tarpt�r I - 1-1,7'for 95 or qm0er 7. CAST IN PLACE CONCRETE SHALL BE AIR ENTRAINED;5",'�<7%TOTAL Air,CONTENT BY VOLUrvIE AND HA,/E AN ULTIMATE COMPRESSIVE Deerlkoski+A�ri-i Design & Erigineerijiq,DPC,and there I I ALL DIII.IENSIOITS ARE ESTABI-ISHED FIRMA,THE FINISH LEVEL OF THE FIRST FLOOR VAROTIONS TO THE HEIGHT OF TW FINISH It-terior Face of Walls� 1, STRENGTH AT 28 DAYS OF 3500 PSL EXCEPT EXPOSED SLABS,GARAGE�LAPS,AND STEPS SHALL BE 4090 PSI,ALL WORK SHALL BE ll," 11. EQUIPMENT SIZING-PER ACCA I`AANUAL S,BASED CINLOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS HEIGHT AND FIRE AREA Associated Engineer,aro not overseeIng the construction of fts L.FVFL OF THE FIRST FLOOR ARE TO aE PINIEIASD FOR APPROVAL BY THE OWNER AND DEERKOSKI&ARfA DEC.NO CONSTRt,CTION ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE AND NYS AMENDMENTS RAT C R. building, WILL BU ALLOWED TO COM10rNCE UNTIL THIS HEIGHT IS APPROVED 13, Cooreiriato Fizrl.and looation of all openings and pipe sletwos witl,,,;4rc�,,iter,tt�r,,il;,ir.d mechanical drawings Minin"Lirn coric�rete hotwoe,sicevos shall ALL CONCRETE SHALL CONFORM TO THE LATEST ACT STANDARDS. HEICHT FIRE AREA The usr�of thoso drawings by any contractor,subcontractor, I,e 6,� builder,tradesman or worker shall insligntp a Hold Harmless 12. 'THE CONTRACTOR IN COORDINATING THE WORK WILL PFPORT ANY DISCREPANCIES TO THE P,IGNEERS ATTENTION FOP 12� LIGHTING-A MINIMUM OF 75"XI OF PERMANENTLY INSTALLED LIGHT FIYTURES MUST HAVE HIGH-EFFICIENCY LAMPS. Agreement between the drw.M-ig use,and Deprkoski+Arm 14, Conduits sort pipe!r,sh,ill be pinci�d ahrn/p boltorn b;vs and hefry,q top bar-,and 0af!rcIf exc.eed V*3 thr-i-or��-Of,thk-*nr�,�af.nny r1rr�ss--_eCtt,-,r1, REINFORCEMENT: STEEL REINFORCENV7NT SHALL COMPLY WITH THE REOI.Jff_1,F%4FNTS 01'ASTIIIA A 615,A 706 ORA 996.MINLMIIM YIELD HEIGHT, StYL ING+ Design& Engineerin, IW,.Ir-,DIA'1E RE-SOLU',!0N .j. DR(',, Pirafl��f runs shw�be Placed a minimuni of 3 df,amotars on crinter.Nk'aiuminirr,or rmItnvi ror-Aull:Ap��sr-i!'h-usno, STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI(GRADE 40),REQUIRED PEINFORCEMENT SHALL BE IN ACCORr.)AI�!CE WITH THE IRC 13. ALL HVAC,PLUMBING,ELECTPICAL SYS FENAS SHALL MEET THE iRC CHAPTER 11 ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE, THE VERTICAL DISTANCE The user shall ii fact agree to hold D,eork asH+Arm Design& 13 THF CONTRACTOR INILI, COOROjINAT E THE ROUTING AND PLA�'ENIENT CIE ALL UTILITY LINES W1 Ell THIS AND RELATED SITE WORK, 15 Ir,,;ta!1srr,f)curing mp,w�urois irrirr,id;Ately aft,�,r fini!�hm(r on lt,�l farne dcly a"cnl�crote pl,�3rrinlnnf C�;,�',r,!.7,,)!;uz,inq ctirifir, P ,�v;ifll t'�lpl,td TABLE R404,1�2(3),R404�1,2(g) INTERNATIONAL ENERGY CONISERVATION CODE. FROM GRADE PLANE TO UNLIMITED AREA Engineering DPG harmle.s�,for any res'porisibility in regard'o ttle AND i*-AqLL P,F P:FSPONSIBILE FOR ALL DISCONNECTIONS,RECONNECIFIONS.AND S'TARTUPS. ,, - ,p.1pr,,,r�,� ln�!i I IT SHALL Br THE RESPONSIBILITY OF rH[G[W:RAI.CONT RACTON I 0 SU�i%`[Ef IN DETAIL 11 iF DESIGN,CALCULAI IONS,DRAWINGS,WRITTEN' THE AVERACE HEIGHT 3 STORY consttucticn m,e-,),Is, methods,lechriiq,k..1e,,,s�,quences or jnints.Covc�r the weltedilp.orface is sorin,-,�It carl 1je placed,mthout mor;ing the��.Ljrfp,p.K"_p 5��;rf-.jrf--Ir;moist r1kirfrf I y providinq ad-livonal . 4E HIGHEST ROOF , 3 the cur(�pri,rioc h _ � -IN'G,OR UPGRADED)5T IPED CY OF TI . procedures. andfor any s,jf I , n ra n rnoislure,wind barri;s,sun prot,�ction and othr-.:m�,Ithod,,to prorno!e,a slow cure Il of a curing,cornpounc,��,,,prr:�hibved.Lo,;,,-,of sw,!;�ce mr_4F;ture, LOCATION OF REINFORCEMENT� THE CFNTF R OF THE VERTICAL REINFORC.FNIF N1 IN BASI'ME NT WALLS SHALL BE LOCATED AT THE S1 ATENIF N1 S OF I HE MFCHANICAL,AIR CON Df T!ONING,VENT ItAl ION,HTA rING SYS[EMS(NFW,EXIST AM .ely pr,!(,,,ql,j!�c,,n, ,nd prog -r sin 1111 Tf iE C,0NTP.,'A(,TQR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAII.,PILLqA13j",IG,MECHANICAL HVAC EDUIPMEN-f- shall be inhihi!od for a*least 7 days Ily rvcwnmr.�ndpc AC;rrinthods A PROFESSIONAL FNGNEEP IF REQUIRED FY THIF OWNER OR THE PUILDING DEPARTMENT. SURFACE = 32�-C" conflectior with the wort, and furthc,r shalt hold Deerkoski+Arm �,NO A,N� SP�Cl/%L[Y EQUIPMENT WHH ARCHITECTURAL FEATURES AND STRUCTURE.ANY CONFLICTS W!LL BE BROUGHTTO THE CENTERLINE OF THE WALL DETERMINED FROM THE TABLES R40,11.2f2l)THROUGH P401.1.2(7) VERTICAL REINFOPCEMENT IN BASEMENT Design& Ef-fainepring DPC harriless for the ccsts and problems -1 MANUFACTURER'S SPECIFICATIONS AND FRAMING LUMBER AND TIMBERS WALLS DETERMINED FROMI TABLE R404.1.2(g)SHALL BE LOCATED TO PROVIDE A NIAXINPIUM COVER OF 1-114"INCHES FROM THE INSIDE �A THE BUILDING CODE OF orising from'he n(,clligence of the contractor,subcontractor, FNGNEEP'S ATTENTION FOR IMMEDIATE RESOI UTION ALL WORK MUST BE INSTALLED AS PER, 14. ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COt TLY WITH THE I[CC 2021 - NYC CODE FACE. UNALTERED PORTIONS OF THE EXISTING BUILDING APE NOT REQt IIRED TO COMPLY WITH THIS CODE. tradesman orworkman. 1. All worid frnming sha!;tio,instali,-,�,n ac-,or0ance witti tho American FcroFt and Papc,.r Asr;,�icia!:ar"Al000 Frame Consifun.tion t'jan;oE.1;,Itr�,t � The use of these drawings a!Go impl;es that Doerkoski+Arm SAFETY NOTES-RESIDENTIAL CONSTRUCTION ediflor, CONCRETE BASEMENT FOUNDATIONS SHALL HAVE HORIZONTAL REINFORCEMENT AS FOLLOWS: TOTAL HEIGHT FROM RIDGE TO GRADE 29'-6" Design&Engineering DPC.,shall take no responsibility for tt-4 BASED 0114 R-101.1.3.2(INCLUDES BASEMENT ENTRANCES AND WINDOW kIVELLS) 15. MINIMUM OF ONE PROGRAMMABLE THERMOSTAT SHALL ST PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN . plan user's failure to carry out the vvor�in accordance with the GENERAL: 2. All fasterfers shaft be installed in accordance with Amencin Forest and Paper Association'National Design Specification for Wood Construction". < 8'WALL HEIGHT: ONE#4 BAR WITHIN 12"OF THE TOP OF 141ALL AND ONE tM BAR NEAR MID14FIGPIT OF WALL. ACCORDANCE WITH THE SECTION N1103 CONTROL SYSTEIVIS. REFER TO BUILDING ELEVATIONS FOR HFIGHT BASED ON FEMA FLOOD drawing contract documents or any and all applicable building latest c0ition. ' 70HE Lei, 40,0' ABOVE SE6 LEVEL) codes and manufacturer's spe-cifications. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF BROOKHAVEN,NEW YORK,,BUILDING CODE,AND REGULATIONS OF 3, All framing lurnber shall conform to the following governing standards� > 8'WALL HEIGHT: ONE H4 BAR WITHIN 12"OF THE TOP OF WALLAND ONE IM BAR NEAR THIRD POINTS IN THE WALL STORY 16. ALL EXTERIOR WALL/FLOOR I CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE 11402.41.1. LU ALL OTHER AGENCIES HAVING JURISDICTION. A, American Institute of Timber Construction,'Timber Construction Manuel,"latest edition. B. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATLY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. WORK NOI ES: 11 FIRE SAFETY: 8. American Forest and Paper Association"National Design Specification for Wood Construction,'latest edition, DOUG-FIR#2 OR BETTER,E=1.6 X10,MINIMUM Fb FOR DIMENSIONAL LUMBER=850 PSI. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BUILD=SHELL IN$ULATION: * ALL PUILDNG MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARF TO BE STORED INA LOCKED AREA, 4, All lumber shall bri grade-stamped by a recogni/M grading agency and shaft be Surfaced-Dry. ALL EXTERIOR LUMBER SHALL BE ACQ or REQUIRING THE FOLLOWING- CEIUNG-FLAT- NA * ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 5, Fra ming Lumber shall be from a Su,qainahe Forestry Imitative(SF 0 cerlified sustainable forest.The contran.tor Is responsible to submit certification ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSWSLY) . * AL.L.FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS to the design professional for revicw prior to constTuction. A.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED ASTIVI A 153 CLASS D or STAINLESS STEEL.STAINLESS STEEL SHALL ONLY BE PLYWOOD STORM, PANEL DETAILS CEILING-VAULTED I HOT ROOF: R-38 CLOSED CELL INSULATION USED WITHIN ONE MILE OF THE WATER. EXTERIORWALLS: R-27 2*CLOSED CELL INSULA11ON+R-15 BATT APE TO BE KEPT AWAY FROM HEAT. 6, Sawn framing lumber shall be of th,-�tc!lr)wir.r EXPOSED FLOOR: R.3$ 2'CLOSED CELL INSULATION+R-119 BATT * ALL FLANINIABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. g minirritim gride and specie for the spriciffied use, B,) USE COPPER FLASHING ONLY AGAINST ACCL LUMBER SILL PLATES WINDOW HURRICANE WIND LOAD REQUIREMENTS I FOUNDATION WALLS: NA - ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Rafters�Douglas Fir Larch#2,Fbr9r;C psi.E=1.600,000 psi.Surfaned Dry C.) ALL STRUCTURAL CONNECTORS i.e.SIMPSON STRONG-TIE OR USP,ETC.SHALL BE HOT DIPPED 3ALVANIZED OR STEEL. * ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHLYT OFF AFTER WORKING HOURS, Joists:Douglas Fir Larch 42,Fb=900 psi,E=1,600,00ri psi Surfaced Dry MINIMUM UNIFORM DISTRIBUTED LIVE LOADS are foot) ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATEO WITH ROXUL Stucls�Douglas Fir Larch Stud Grade,Fc=850 psi,E=1,400,001)psi Kiln dried 15%moisturo�content ALL WINDOWS&DOORS SHALL BE INSTALLED IN ACCORDANCE WITH SOUND DEADENING INSULATION. o CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE GAS TO BE Plates:Douglas Fir Larch Stud Gr.w'_�.Surfaced Dry, ALL EXTERIOR LUMBER SHALL BE UNTREATED GREEN HEART IF A REQUIREMENT OF LOCAL ENVIRONIVENTAL AGENCIES MANUFACTURER'S SPECIFICATIONS.VERIFY ALL DIMENSIONS AND USED DURING CONSTRUCTION. Beams Douglas Fir Larch#1,Fen1000 psi.,E=1,700,000 psi,Surfaced Dry INSTALLATION SPECIFICATIONS. USE LIVE LOAD REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDMONAL REOUIREMENTS Posts Douglas Fir Larch#11,FC�1 0,10 psi.,E=1.60�0,000 psi.Surfaced Dry 9. ALL ENGINEERED WOOD PRODUCTS SUCH AS'TRUS JOISTS,MICRO-LAM,ETC."SHALL BE INSTALLED IN ACCORDANCE WITH THE DUST CONTROL: 7- Sills in contact with concrete or inasonry shaft be 2y Southern Yelove Pine#1 Pressure Treated or 1-1(2'thick preservative treated TimberStrand MANUFACTURERS LATEST INSTALLATION DETAILS,FRAMING CONNECTORS,ALLOWABLE HOLE DIAGRAMS,SPECIFICATIONS,ETC. ALL GLAZING TO BE LOW E;INSULATED:AND IMPACT RESISTANT EXTERIOR BALCONIES 60 10 * DEBRIS,DIRT AND DUST TO BE KEPT TO A N41NIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. LSL treated sl!ls� `MICRO-LAM`DESIGN STRESS: E=1�9,fb=2,600 psi,Fv--285 psi SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O.w/WINDOW ORDER) - CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TI-IMPORARY PARTITIONS OR HEAVY "PARALLAM-PSL"DESIGN STRESS: E=2.0,Fb=2,900 psi,Fv=290 psi DROP CLOTHS, 8, Nailing shalt conform to Table 23114��,I in the International BuMing Code 2012,Nails specified on plans are common nails. "ANTHONY POWER BEAMS"DESIGN STRESS! E=2.1,Fb=3,000 psi,Fv=300 psi WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS DECKS (f) 40 10 * DEBRIS,DIRT,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 9- Where sawn framing lumber is flush frimed to engineered lumber(LVL,PSL,LSQ,g?ued-laminated,or steel beams,set the girders 1/4"clear SHALL HAVE WINDBORNE DEBRIS PROTECTION: ACCUNIIJILATION below top of framing lumber to allow for�raminq lumber shrinkagp, 10. BASEMENTS: EACH SLEEPING ROOMS IN BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY PASSENGER VEHICLE GARAGES (a) � ESCAPE AS FOLLOWS: PROVIDE 518"PLYWOOD SHEETS,CUT TO SIZE,LABELED&NUMBERED FOR 50 (a) 10 � NOISE AFTER HOURS: 10, All rafters and joists sha!]align direc.Fy with stud's helmv;wl-icre rrqui,pd install additional studs, SILL FEIGHT NOT MORE THAN 44 INCHES ABOVE THI FLOOR. EACH WINDOW FRAME,w/PREDRILLED SCREW HOLES @ PRESCRIBED SPACING * CONS TRUCTION OP ERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS ESTABLISHED AND NOTED IN THE TOWN'S CODE, 11, Lap af plates at corners and-A irfen�e,ction of partitions, A. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. FOR EACH SHEET. ATTICS WITHOUT STORAGE (b,e) 10 10 EXCEPT LEGAL.HOLIDAYS. I EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUAREFEET. THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. ATTICS WITH STORAGE (b,e) * CONTRIACTOP MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 12� The ends of beams shall be brice,l qgaing'rotation with blocking,hangers,bridging,boiling,or other means,approved by the design professional. B. MINIMUM NET CLEAR OPENING HEIGHT SHALL Or 24 INCHES 20 10 , PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE, C. MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES SPECIAL SAFETY NOTES: 13, Bufil columns sl-,.a!l be fabri,�rited is foltows� D. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT KEYS OR TOOLS� ROOMS OTHER THAN SLEEPING ROOMS Column from 2x4 members: 40 10 - ALL CONTRACTORS AND THEIR R17PRESENTATIVES WORKING ON THIS PROJECT SHALL ATALL TIMES PRIOR AND DURING T14E COURSE (2) Laminations,(1)row of 8d nails on each side of column,8'0.C.staggered. -. OF THEIR ACTIVITY BE RESPON131BLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE (3) Laminations:(1)row of 30d nai;s on e.ich side of column,8"0 C.staggered. 11. STAIR HANDRAIU PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE SLEEPING ROOMS PROPERTY. EACH A$REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL Column from 2x6 members: RISERS, 30 10 BE REQUIRED TO ACCOMPLISH THCIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS (2) Laminations:(2)rows of 8d nail�-c;i each side of column,8'O.C.staggered OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS, THE SEG INNING OF WORK BY A ('I) Laminations:(2)rows of 30d najlcz c!,,each side of column.8'0,C.staggered, 12� GUARDS:PRCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL STAIRS 40 (c) 10 CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF 14. Where posts are specified on thedFawings as 44,46,etc,they shall be solid,rot built up from studs, HAVE A RAILING NOT LESS THAN 36"INCHES IN HEIGHT.RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE UNSATISFIED.THE CONTRACTOR SHALL INDIC,ATE WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR LIFE AND NO MORE THAN 4"INCHES APART.EXCEPT;THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREACAND BOTTOM RAIL OF THE GUARD 4" 5'-1 5/4" 4" PROPERTY AS ARE RELATED TO HIS ACTIVITY,IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION 15. Where wood posts are sperifio,labove and below a level of floor fraTning,maintain the same cross sectional area through tho thickness of the floor RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A 6"SPHERE,CANNOT PASS THROUGH. �11 ":nl G,UARDRAIL AND HANDRAILS (d) 200 (c) 10 FOUND AT ANY TITAE TO HE UNSAFE.HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,DEERKOSKI& -4 v EACH WINDOW TO RECEIVE (1) 7/16" ARM OPC,OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE either by continuing the post,ac!,ilric:CJL�,lr,Lking underneath,or adding a beam of the same width as the largest post. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE THE FLOOR OR GRADE BEI-OW SHALL HAVE GUARDS NOT LESS � a 1/2" structural plywood It . . . . . . - . . REQUIREMENTS. THAN 34"INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, � Panel,Attached to . 'I THICK x SIZE OF WINDOW PLUS 4" ROOF Where wood posts are sp,�,�:,i*Ivl r,ri thp drawings,the su- � . EA. SIDE CDX PLYWOOD 30 10 116� 1 pported bearrits)shall bear on the fuff cross section of the post, I Frame in accordance I 11 , I I I * PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CA"ON MONOXIDE DETECTORS 17, Provide,crosi bridging at mnxjr;%1.�rn F-f)"ri.c,for all ioists;, 13, WINDOW FALL PROTECTION:WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOC%TED LESS THAN 24"INCHES ABOVE with Table R301.2.1.2 . _ I . 'BELOW ON THE EXTERIOR OF THE -_/ International Residential � . a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- # SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE.FEDERAL,AND LOCAL CODES. THE FINISHED FLOOR AND GREATER THAN 72"INCHES ABOVE THE FINISHED GRADE OR OTHER SURFAC- I . 18, No joists shall be cut,notched,r��,'�,wo holes added without approval, BUILDING,THE WINDOW MUST BE PROVIDED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH IRC R312.2.2.WINDOW ....... code of N __j - D OVER A 20-SQUARE-INCH AREA. OPENING CONTROL DEVICES. YS ;_ - - PROVIDE #8 WOOD SCREWS - CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION or HEATING,WATER,OR ELrCTRI,',At.SERVICES TO THE OWNER. -1 � . 19, Exterior wall studs shall bu to�:"n;-our-.botweAn pofnts a',vvt�ich they ran be braced by a foor or roof,unloss noted ofherwise. It . li'll, 4,Yi��] ti I C( O.C.AROUND PERIMETER # CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST,DIPT,OR OTHER SUCH .. . I - �) 1Z' b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. INCONVENIENCES TO THE OTHER NEIGHHBORS, 20 Where the bottom ply of tho top pl_,,to is interrupted by a mised header beam,no splice in the top ply shall be located over the header or within.T-0' 14. NO BACKFI LL SHALL BE PLACED AGAINST THE FOUNDATION WALLS UNTIL THE Fl RST FLOOR FRAMING 15 I N PLACE OR BRACE THE 7'' . I I I- OF WINDOW ''. -_ I of each end of the header or the sp!ir��sh,ifl:I-e!ocated-it midspan of the header wi*h 12 1 Id nail-,each side of splice. FOUNDATION '��WINDOW UNIT . I I : c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DEERKOSKI&ARM DPC: 211� : - . DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING Do not install non-foad bearing p,,.,�rtitions below load bearing beams until all load bearing framing is completely installed,including roof framing 15. DOUBLE JOISTS UNDER PARALLEL PARTITIONS AND UNDER TUB AND APPLIANCES.DOIJBILE AROUND OPENINGS IN FLOOR AND ROOF VE UARE INCHES, WHICHEVER PRODUCES THE GREATER DEERKOSKI&ARM DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF FRAMING. It I, I I * I I .- STRESSES. THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS 2Z All bolt holes in load bearino,.Airlod framing components shift bo no more than VIG'larger than the bolt diameter. AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI&ARM DPC. 16. METAL FLASHING SHALL BE INSTALLED WHERE CONCRETE ABUTS WOOD,AND WHERE DECKS ABUT HOUSE FRAMING. 9 d) A SINGLE CONCENTRATION NTH WOOD TRUSSES SHALL BE DESIGNED IN THE USER SHALL 4.FACT AGREE TO HOLD DEERKOSKI&ARM DPC.HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MANUFACTURED WOOD PRODUCTS PLYWOOD STORM PANEL ACCORDANCE WITH SEC-1ON R802.10.1. MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION 17. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. SHUTTER DETAIL e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI&ARM DPC HARMLESS FOR COSTS AND PROBLEMS ARISING FROM T-IE 1 1 LVL(Micro Lam)Beams:Manufactured fly!Level by Wpyefhauser.Fb=2600 psi.Eirl,900.0DO PSI, NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN.OR WORKMAN, THE USE OF THESE DRAWINGS ALSO IMPLIES THAT 18. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PEICENT OF THE FLOOR AREA OF THAT Refer to General Notes for Panel DEERKOSKI&ARM OPC.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE 2. PSL(Parallam)Beams:Mi,oifw,tI�red by iLevel by Weyerhauser.Fb=2900 psi,E=2,000,000 psi ROOM,AND THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED,REFER TO WITH THE DRAWINGS,CONTRACT DOCUMENTS,MANUFACTURER'S SPECIFICAInONS,AND ANY CODE HAVING JURSI[DICTION, 3, PSL(Paralfam)CofurrinslPo,sis�Manufactured by il-evel by Weyerhauser.Fc=2500 psi,11=11,800,000 psi IRC RESIDENTIAL CODE SECTION R303. fastener requirements. I TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE - DOCUMENT NOTES: 4. TJI members:Manufactured by il-evol by Wpyerhauser. 19. ALL WINDOW AND DOOR H EADERS SHALL BE 2-1-3/4"x 9-1/2"MICROLAM LVL UNLESS NOTED OTHERWISE. - - THE CLIENT AGREES,TO THE FULLEST EXTENT OF THE LAW,TO INDEMNIFY AND HOLD DEERKOSKI 9 AiRM DPC,HARMLESS FROM ANY MINIMUM SPECIFIED PROJECT. CLAIM,LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE,FOR THE INJURY OR ECON0141C LOSS 5. LSL members:Manufactured by it-evel by Weyerhauser. 20, VENT DRYERS TO EXTERIOR AS PER IRC SECTION M1502 GENERAL CONDITIONS: ARISING OR ALLEGE,DLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 61 Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent VENT RANGE HOODS AS PER IRC SECTION MlSO3 (a) (fc) evaluating the proposed substitution. BATHROOMS It MECHANICAL VENTILATION AS PER IRC SECTION 1507 TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTEN11AL _ 7, The plys of built up manufactured wood produrts shall be fastened together in conformance with the manufacturer's specifiers guide,unless noted 21. SMOKE ALARMS.SHALL BE LISTED IN ACCORDANCE WITH UL 217,INSTALLED AS PER THE IRC SECTION 314 AND NFPA 72.SMOKE ALARMS . SEVERE (b) GENERAL NOTES otherwise. SHALL BE PROVIDED IN EACH SLEEPING ROOM AND OUTSIDE OF EACH SEPARATE SLEEPING ARDt'.W1 THE IMMEDIATE VICINITY OF THE BASEMENT WALLS, FOUNDATIONS AND OTHER PLYWOOD BEDROOM AND ON EACH STORY OF THE DWELLING,INCLUDING BASEMENT AND CELLARS AND NOT LE!S THAN 3-FEET FROM THE 1. DESCRIPTION: NEW CONSTRUCTION R-3 CONCRETE NOT EXPOSED TO THE WEATHER Z 0 U M A S Ali work shall be roordinalpri with architectural and mechanical drawings and shall conform to the project spmificaflons,including the 2020 Residrimbef BATHROOM DOOR CONTAINING A BATHTUB OR SHOWER.ALARMS SHALL BE INTERCONNECTED AND HAROWtRED TO A COMMERCIAL (OCCUPANCY) (SINGLE FAMILY IDWELLLING) 2,500 (c) Building Code of New York State,the 2020 Energy Conservation Code of Now York State,American Society of Civil Engineers ASCE 7-16. 1, Plywood sheathing shalt be-ARA RATED SHEATHING.APA grade stamped for the specified span and use,with an Index stamp visible on all SOURCE. R...-B STRUCTURAL DESIGN SHALL CONFORM TO'CLIMATIC&GEOGRAPHIC DESIGN DATA'PER R301.2 RCNYE. sheets,and made with exterior glue,Sheathing shall be of the following thickness:Roof 5f8'or 314',Floors 3/4'tongtie and grooved.Walls 112" WHENEVER AN ALTERATION,ADDITION OR CONVERSION IS MADE TO AN EXISTING RESIDENCE,THE SMOKE DETECTION SYSTEM OF THE 11. CONSTRUCTION: WOOD;COMBUSTABLE TYPE Ill N ww'k ES I D E N C E TO BE DESIGNED TO MEET 130mph WIND LOAD$. ENTIRE RESIDENCE MUST BE BROUGHT UPTO CODE,HARD-WIRED AND INTERCONNECTED. (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) D INTERIOR SLAB ON 2,500 (c) FX 2� All plywood shall be glue nai!ed to floor joists using APA approved construction adhesive(PL400 or approved equaL)Use ply clips or other edge GRADE, EXCEPT GARAGE FLOOR SLABS 3915 STILLWATER ROAD ALL STRUCTURAL A14D MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE support as required for plywood sheathing. 22. CARBON MONOXIDE ALARMS.,SHALL COMPLY WITH IRC R315,IFC SECTION 915 AS AMENDED BY THE WS SUPPLEMENT. 111. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 3. Leave 1116'space at all ptVtood panel end joints.Leave 118'spsce at all panel edgejoints it not tongue and grooved. ALLCO ALARMS SHALL BE CONNECTED TO THE LIGHTING CIRCUIT WITH NO INTERVENING SWITCH. MINMUM REOUIREMENTS OF THE LASTEST EDITION OF THE CUTCHOGUE, NEWYORK 11935 BATTERY POWERED ALARMS ARE NOT ALLOWED.COALARMS ARE REQUIRED WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING UNIFORM BUILDING CODES(U.B.C.)OR AS SPECIFICALLY NOTED BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 1000-1 37.00-01.00-005-001 2018 INTERNATIONAL RESIDENTIAL CODE(IRC) METAL WOOD CONNECTORS A SLEEPING AREA,WITHIN 15'FEET OF EACH AND EVERY SUEEPI NG AREAS. ON THESE PLANS(S-1, D-11, D-1 a,A-1 -A-1 1)AND CALCULATIONS, OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) 2020 RESIDENTIAL BUILDING CODE OF NEW YORK 5 I A I E WITH THE MOST STRINGENT CONDITION GOVERNING. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE I. Simpson products Installed per Wood Construction Connectors 2011-2012(C-201 1)by Simpson Strong-tie. 23. WALL BRACING:BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH IRC SECTION R602.10,OR WHEN APPLICABLE,SECTION R602.12 OR BUILDING IS DESIGNED IN ACCORDANCE WITH 130 mph(3 SECONDS GUST) 2018 AMERICAN WOOD COUNCIL-201 8 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2. Use common rails at at metal wood connectors, SECTION R602,10.4.2 CONTINUOUS SHEATHIN METHODS, HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; DRAWING TITLE: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 TECHNICAL FACT SHEET NO. 10. 3,500 (d) HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 3. 10d 1-112"nails may notbe sutstituted for 10d or 16dnaits specified by manufacturer for that connector,unless notedon plans 24� A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SEC71ON R802 11.1 FROM THE ROOF 1� The Contractor is responsible for all temporary shoeing,bracing.and sheeting and shall malke safe all fioor�,roofs,Walls and adjacent property as 4. Install Simpson fan mount hangers at all flush framing conditions.Use face mount hangers specified in[Level Joist specifiers guide TJ 4000 and ASSEMBLY TO THE FOUNDATION. BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf), - GENERAL NOTES project conditions require. 11-evel Beam,Header,and Column specifier's guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan. 25. ASPHALT SHINGLES:SHALL COMPLY WITH ASTM 0 3462.WIND RESISTANCE OF ASPHALT SHINGLES SHALL BE TESTED IN ACCORDANCE WITH SQUARE INCH + 6.895 kpo k.7 2, The Contractor is responsible for means,methods,to-chniques,sequences or procedures of construction;for coordination of the we*of all trades, S. Provide metal hurricane anchom it each ra-fter,Unless noted,use Simpson H2.5A or as required by the local governing building code. ASTM D 7158 AND CLASSIFIED AS PER TABLE R905.2.4.1 OF THE IRC RESIDENTIAL CODE, (a) AT 28 DAYS PSI AND CODE COMPLIANCE and for site saroty. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED OR STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 IV. CONNECTIONS ALL HARDWARE(i.e.COLUMN CAPS AND BASES, BEAMS AND (b) SEE TABLE R301.2(l) FOR WEATHERING POTENTIAL 6. Rafters Penned flush to structural ridoe beams shall have Simpson LSSU hangers, GAUGE SHANK WITH A MINIMUM OF 3/8"INCH DIAMETER HEAD.THE FASTENERS SHALL PENETRATE THROUGH THE ROOF SHEATHING JOIST HANGERS,STRAPS, ETC.) SHALL BE tCBO APPROVED - (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING SET: ISSUED FOR: - DATE: 1 The ContrpGtor Is responsible to coordinate a pre-construction meeting to review structural plans,Meeting attendees shalt include,b0 not be limited AND COMPLY WITH ASTM F 1667.MINIMUM NUMBER OF FASTENERS AS PER MANUFACTURER BUT NOT LESS THAN 4 PER STRIP. (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY DURING CONSTRUCTION SHALL BE AlR-ENTRAINED CONCRETE IN ACCORDANCE WITH to,the 7. Where AGO or CuAz wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel,Alternate, AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL FOOTNOTE (d) contractor,project architect,project structural engineer,framing subcontractor,ano concrete subcontractor. methods for-protection against corrosion of connectors and fasteners must be approved by the design professional. 26� SWIMMING POOLS,SHALL COMPLY TO IRC 2015 SECTION R326 AND AS AMENDED BY THE NYS BUILDIN3 STANDARDS CODE SUPPLEMENT. BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT 4. Upon execution of the contract,the contractor agrees to indemnify and saves harmless the owner and engiieor of record forever from and against STRUCTURAL STEEL BY THE MANUFACTURER OR AS NOTED ON THE PLANS. (PERCENT BY VOLUME OF CONCRETE) � losses and claims,demands,payments,suits,actions,recoveries,and judgment of every nature and description,including attorney's fees,brought 27. SOLAR READY DWELLINGS:SHALL CONFORM TO IRC 2020 SECTION 324 AND AS AMMENDED BY THE NYi BUILDING STANDARDS CODE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, against the owner or the engineer of record by reason of act or emission of the contractor,or a subcontractor to the contractor,or of an individual,group,or 1. All structural steel work shall conform to the following governing standards: SUPPLEMENT. ALL NAILS SHALL BE COMMON OR SINKERS, UNLESS NOTED OTHERWISE. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. entity,directly or indirectly employed by the contractor or such subcontractor,in the performance, of work for,or the rendering of services to the & AISC'Specification for the Design,Fabrication and Erection of Structural Steel for Buildings,'latest edition. ALL BOLTS SHALL COMPLY WITH ASTM A-36 owner, B, The American Welding Society(AWS D1,1)"Code for Welding in Build"Construction,"latest edition. 28� EXTERIOR DECKS:EXTERIOR WOOD DECKS SHALL CONFORM TO tRC SECTION R507 OR ASTM A-307 STANDARD OR BETTER. 5. Doerkoski 9 Arm DPC is not retained for the construction phase to review the structural drawings and specfications,with all trades invdved in the 2, All structural steel shall conform to the following ASTM specffications� NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX E completion of the proposed work or to make periodic observations of the progress of construction.Doorkoski&Arm DPC is not retained to provide A.Pfales�ASTM A36 TABLE 2306.1 -FASTENING SCHEDULE. construction administration services.the client assumes all responsibility for interpretation of the structural documents and for construction observation and B,Rolled W-Sectlons�ASTM A992 Grade 50 ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES, INCLUDED BELOW waives any claims against Deerk,osk!&Arm DPC that may be In anyway connected thereto. C.All other rolled sections:ASTM A36 [_ 9��1)-11 6. Structural drawings shall not be used for construction unless noted"Issued For Construction',Drawings used for bidding purposes shall not be.usnd Li. Tube Golurrins:AS-1 PA A50U,Urace B. for constructiom E, All bolted connections are to be made with 3WA307 bolts with ASTM F436 washers,unless noted otherwise Connections are to be standard AISC R401.4.1 Geotechnical Evaluation SHEATHING IS TO BE NAILED WITH Eld COMMON AT A MINIMUM OF 6"O.C. FINISHED LIVING SPACE- 0 connections. V. SHEATHING AT BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"0.1l AT ALL UNFINISHED STORAGE, WALLS, ETC: 2594 FOUNDATIONS F. Anchor bolts:ASTM F1554 Grade 36,314'diametpr unless noted otherwise on clrafwirigs� In lieu of a complete geotechnical evaluation,the load-bearing values in Tabie R401.4.1 shall be assumed, INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS. FIRST FLOOR 215 9.11 I, Building foundations shalt bear driven timber piles as specified on the drawings, 3, Welding electrodes shall be ASTM A233,Class EMXX�Use low hydrogen electrodes for A572,Grade 50 steel, TABLE R401.4.1 VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE 1439 SEAL: DATE: 4, Shop paint interior steel members with primer,Verify that the finish coat is compatible with the primer before applying and notify design professional COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE OPEN FLOOR SPACE 206 May I 1 th, 2021 2. Submit for,approval the sequence of pile driving for all piles, If it is not,Reid paint as per Architectural drawings and Specifir-ations, PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa COVERED WITH MINIMUM 314'THICK CDX OR OTHER STRUCTUREAL SHEATHING, CLASS OF MATERIAL LOAD-BEARING PRES5URE(pounds per square bot) NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"0,C. THIRD FLOOR IN A 3. Pit(-,driving equipment shall be of the rigid frame or flexible lead type,The driving shaft be done in such a w3y as to hotd the,pile firmly in the 5, Shop and erection drawings shalt be submitted to the design professional for review and approval.No fabrication of stinel shall commence without Crystallitre bedrock 12,000 AT ALL INTERMEDIATED SUPPORTS(STUDS)UNLESS NOTED OTHERINISE, BALCONY r,f i.5 .1 . --I-1 specified position, approved shop drawings Shop dravvings shall conform to customary AISC detailing standards. Sedimentary and foliated rock 4,000 ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) GARAGE I I -5 11 7 1 F,.11,11.111, PROJECT NO: 4. Piles hall be of sufficient length to reach refusal.Splices are not permitted. Sandy gravel and/or gravel(GW and GP) 3,000 CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. NA 2021-24 1 1 6. All beams except cantilever beams shall be fabricated with natural camber up.Cantilever beams shall be fabricated so that natural camber raises Sand,silty sand,clayey sand,silty gravel PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING, AT11C (HOUSE)(a) - DRAWN BY: 5� Piles shall be driven with a hammer which produces not less than 10,000 foot pounds ofenergy per Now cantilevered end. and clayey gravel(SW,SP,SIVI,SC,ISM ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED,NON-ORGANIC SOIL, ATTIC (HOUSE)(b) NA , 0� N E�1(�_ CMA and GC) 2,000 . NA I X, �DEE,�� 0 6. At!piles shall be driven to a resistance determined by a recoginized pile-driving formula approved by a licensed Geotechnicat Engineer The pile Clay,sandy,silty clay,clayey silt,silt and OR ON FILL COMPACTED TO 95%OF MAXIMUM DENSITY BASED ON ASTM D 1557. AT71C (GARAGE)(c) NA A�? .1-1 - 0 CHECKED BY: shall bear in compact sand.The minimum driving resistance shaft be maintained for at least the last 12 inches of driving, " I kp sandy siltday(CL,IVIL, MH and CH) VI_ FOUNDATION .T 4�11, . -,�- W AD UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BF-ARING NA ", 1. LT_ T A licensed Professional Engineer shall be retained by the Owner for purposed of ascertaining that the work is installed in accordance rith the plans 1,500b PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR 151 at uJ SCALE: and specifications,The Contractor shall cooperate fully with the inspecting Engineer and shall give a minim of 24 hours notice before perforrning any pile INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. --- . -, . I.- W 1/4"= 1ii-O" .._ - , �, driving operations. ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY -- 38`5 0) -1 07-2 7�-'. SHEET NUMBER: 8. Anypiles which exceed the tolerance specified herein orare in anyway damaged so that they are no tongcr serviceable shall be considered For SI:I pound per square foot=0,0479 kPa. NOTED OTHERWISE. f,? unsatisfactory and shall be removed and replaced. BREEZEWAY (COVERED) I S. \ - 9, Ali exterior foundations shall be placed below the local frost fine. A. Where soil tests are required by Section R401.4,the allowable bearing u3pacities of the soil shali be part of the ALL PiERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE TRELLIS NA OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 36"BELOW PATIOS 474 G- 1 10, Do not excavate lower than the bottom of any existing foundation.Consult JS if this condition may exist. recommendations. NATURAL GRADE,OR AT A DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER REAR / POOL PATIO: INCLUDED %1A - 11. Preservathfe treated sills shall be anchored to the foundation wall with 112"anchor bolts with a 2%'90 degfee hook at the end.The bolts shal!be B. Where the building official determinesthat in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to UNLESS OTHERWISE NOTED ON THE PLANS. - N 41� L)OU NUMBER: OF embedded 7"into concrete or solid grouted CMU block,Locate bolts not more than 12'from corners,at sides of openings,and at 4'-O"o�c_ be present at the site,the allowable bearing capacity shall be determined by a soils investigation. POOL HOUSE/ CABANA NA Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement. ICOVERED PORCHES - POOL HOUSE Ni A JAMES J DEERKOSKI,PE I I IDECKS / PATIOS - POOL HOUSE I N A @ DEERKOSKI + ARt-4 DESIGN AND ENGINCERtl OPC I I - I I I - 714 4$ :;.- 1c7,N & cNimiNcr,-Ritirs 011=0 %� .... :. DEERKQSKI +'ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C wEs-rHAkPTDH 6EACH NY 111978 631-767-6071 CAf2Ma8eS@o'A0L.CDM ENGINEER OF RECORD: t � * E N G I N E E R I N G sista�ruraen�l:r7ecr�n�lservices • consutt;n;� JAMES J.DEERKOSKI P.F. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 jarnesdeerkoski�yahoo com 631-771-7355 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design& Engineering.OPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design& Engineering.DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these dravaings by any contractor,subcontractor, builder,tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering,DPC. The user shall in fact agree to hold Deerkoski+Arm Design E Engineering DPC harmless for any responsibility in regard to the construction means, methods,techniques.sequences or procedures, and for any safety precauticns and programs in connectior with the work and further shall holt]Deerkoski+Arm Des-gn& Engineering DPC harmless for the costs and problems arising from the negligence of the contractor,subcontractor, tradesman or workman. The use of these drawings al:.o implies that Deerkoski+Arm Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and aft applicable building codes and manufacturer's specifications. WORK NOTES: 3" THROUGH ROOF � � - 3'} THROUGH ROOF 3" THROUGH ROOF 3" THROUGH ROCDFTHROUGH ROOF ROOF 311 31} 2/f Tf 311 rt 3" 31} ( +^j rF r3 �r« 21t Fr 3e} 211 3" 211 211 3" 2" 11 2" 211 w7 WAS ER 2" 1 7� 1 2" 21t SECOND FLOOR PROJECT: 2tf 21t +SMI °�1# 21 0 2Ft 3t1 21} 211 y} �,;j 3" 1} " 31# 3" 3" Z 0 U M A GUEST BATHROOM 1 311 GUEST BATHROOM 2 GUEST BATHROOM 3 rt '�r+ 3t1 3t« +?tt NE C E �y G R E S I D E i tr +J J .7 2Ft 2't 2" LAUNDRY 2/« 2" 3915 STIL.LWATER ROAD CLITCHOGUE, NEW YORK 11935 tt 1000-137.00-01.00-005-001 211 2" 21t 3" 2" 3" 2117 F 2f 31' AS JF � Lr 211 211 7 FIRST FLOOR DRAWING TITLE: 211 2tF 211 3tt 211 311 Tf 2r} 2F} 2}F PLUMBING RISER „ 3tr 3" 311 MASTER BATHROOM LAUNDRY KITCHEN POOL BATHROOM 3tr BAR(tbd) SET: ISSUED FOR: DATE: 3 rr 3t1 POWDER ROOM art 3tF 3rr *�it a� 4" F.A. VENT 6" ABOVE GRADE 11 C.O.C.O.i1------ 1I �`.O r C.U. C.O. C.O,t C.O.1 C.41« 4}1 411 4 Ott Ott Orr t 411 TO SCDHS APPROVED 4 YSTEM MINIMUM 114" PER 1'-0" PITCH Ott CI HOUSE TRAP MINIMUM 114" PER V-0" PITCH SEAL: DATE: May 11th, 2021 PROJECT NO- 2021-24 �U NEVV yO DRAWN BY: ECR `�os � CMA BASEMENT FLOOR I SLAB CHECKED BY: W JJD ALL L t`EfiNT ARE TO 0C 1 C; ATf ON TI FLAT ROOF PORTION 0 T�fE l :-11JS[. OR SCALE; s ;` _2 ALL VENT FI 'tc ARE TO HAVE LEAD 'OPTLCCOPPER,' SLEEVES f COVERS 114"= 1 -et C: 13 '` E, BENT PtPES IN ATTIC AS ALLOWFD BY COO TO REDUCE R01n7 I-1w_f`yETRAT1 NS v �SS\O SHEET NUMBER: FE NOTE: G-2 HE I-'ROV S,�O S OF CH/,-J--'T[-RS 30', 31 AND 32 OF TI It.. RESIDENTIAL- CODE OF THE ST"DTE C,^ YORK ALOiNC. LA/17H THE P .lf�iIEJG CODE OF ,.1F::' ' YFr ; 1�;Tr" °�J IE; DOB NUMBER: OF C, OLID COUNTY DEPARTMENT ()F I-�rEA-1_T€-' SERVICES V IL.L EERKOSKI,PE G0VIL N THE MATERIALS, DESI"'3N, CONSTRUCTION AND @DEEEERKCI$KI i ARM DESIGN Alva ENGINEERING DPC D INS` ALLA T iON Off" SANITARY DRA,I;vAGE YSTEIMS, Q Ll ;°�,'�"'`'�` , �`�;;Y Ez ra Esc �N G i".J l:f•:t";t r Y.B �"' y. ... a ,,1,,; +✓.,-R �r.�' of ; -r,a s ! CJ `'°f iG ' ice' T� DEERKOSKI f ARM BP Bearing Plate k- 4r ,, i"st., with LSTA18 c :.._.'r" ' d,C ter ,~?r7v. t r 1' ,"?� rrlx t � I }rfr �" " ° '`t •�� L.C��t.J I,Drr C;.7')`d�' Doubt,� tn;`r+ ,-.-,rT•.; L?iw1i3N AND ENGINEERING DPC and Nut i"'' �.k�u,_, : , e .. , ;" ' , _I l,, 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH WV 1 1478 e - n-V..^ia;�r:r, b�`tit;.1�i 531.757-6071 CARMSSSBt@AOL.CDM ENGINEER OF RECORD: MTS16 ' ` j Threaded Rod {miniHDUSE:R::X � j , /A� +` r'�3zr •(.,, rt"nl�r�-f`,tn,^_k rfi' Ii`' '}r ;ry ro r' • z' , ° double Stud) f `" 1 1C`C!C ,d TC /�J'° •.y:;'f"I �( ( �� [� f�� q `5./ f:,; ?w ,a«y, -i t!; '.{1..�+'aSJ:;'- t r •`".. •E IV G I N E E R I ••N �.,•', ' ~4 W'' f;H i� �`+ ,' structura;C' p ai(JCr,r Q if G 5 3 JAMES J.DEERKOSKI P.E. „d 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 :0 a 0., rTM ,. . _ - � !� 31-774-7355 ` r� „ lard sdeerkoskl vyahoo.eon"i G LTA"° e rf.'" `.,j:;':,,. ,... .; r; '.r,:Mr t?'knJNERSt•#iP& USE OFDOCUMENTS: c� '000 a ° P4 BP (Tt a Thew drawings and specifications including the ideas,design ?' 0: ° ',�' C 0 °° a 'r✓ _ ` .. and arrangements represented therein,are.the property of .C7r:rj°. OC3°c a LTP4 Deerkoski+Arm tJesrgn& Engineering.DPC. a. ,. :t No part thereof shat!be copied,disclosed to others ar Used in connection with ny rk r proiect other than ° o.° '� � ' � ,� I i / have beer a prepared without rut written conserit. far which they Drawings&specifications,as instrucments of prcfess rol M service,are and shall remain the Property of the engineer. a 'S�� OQ� �a hreaded Rod a ° Qa a r, jr HOLD HARMLESS: I NW Coupler Nut -s: Deerkoski+Arm Design h Engineering, DPC,and there Titers HO Rod Coupter .•-. 4, I Associated Engineer,are not overseeing the construction of this building. 'f� ::..';".' � t � The use of these dra'rfings t,y any rontraclnr,sl;b^ontr,�rtnr, o , builder,tradesman or worker shall instigate a H !d Harmless f,:4 ^� Agreement behveen the drawing user and Deerko:ski+Arm } Minimum edge distance ; mm Design& Er1 4nei:ring,DPC. k1 : The user shall in fact agree to hold Deerkosk's+Arm Design & ' q Engineering DPC harmless for any responsibility in regar;;to the �- 44 a SP t �* Construction means, E !ethods, fiechniques.se'.aue:lcas c;r H2.� Minimum 'e a' a •rSP � :'• � .} procedtrres, anr.4 for any safety precar�tic.'ns and t}rc,g�rarns irI * ° effd distance ,'o a ��, connection with the work and fu ther.hall hod[Jeer.oski+Arm ' Design&Engineering DPC harmless for the costs red probirms a o O e *a *e° SSFP 7,,,,c, j arising from the negligence of the contractor,subcontractor, ' • a »»©e» o H4 tradesman or workman. SSP.a The use of these drawings also implies that Deerkoski+Arm Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building • ' r? r':r^ codes and manufacturer's specifications. Post size by t'„. x nailis Bearing pl to f,-?`r'r, ,;i,in r.,,,r ; WORK NO fES: as require, art-' '; vi ) 44 ..I;-,n, E AT Ga t.�GI_ JI�tI3'ti 4✓l.J�'`,�±��`il_„TE k�V��,{.-t.,. a C3 + IG HDUS fi;'•�i;a r,.`%if£'.r';N- I: /`, '.1;4 , .. - .. .. SAn MDU , �ao CP 0 as O 0. o s Preservative4reated barrier ' Q D C7 t [Y may be required for r a' a connectors In contact with ,° ,s C`- rt ,f,.� , o o p4 ,5rosorvsttive-treated wood w ":; ti :' rt t,°. d_ :,i.,`C s`r,, .r .'i1 "t'i 4 i °a°a,® Qs4/r++a. y'Irr.:'`"'i( 'oQ 4 aha' *'ao ' •+"A �•;}`. eJ. r( rr`i 3" f ,,.r *G C1L�ra a Ti#en Hid '„ .d• �..1 th � �: t�,�,, f U-5-1 � L lost=f,t t'i%�t:it� tri,?'Y, ✓` •J BEAM A YI ;/ 3 E :_;� ° { (� -' f�,Ft' � FOR DOOR ��+ t('h LJ 4_��I 1 '+✓ _._L",I�f� � Ya., .✓..._. lir. S.J .'..J' .. '!`,.lr Y'��1,- f f�� D 64;.2 p� ph WALL p T { �� ,: n t �''� �j -A ,4.- .,. .;�� .,, �''{e:z `..tIaA.I#kI"��a r �T V'�t",I..I.� COI,dt�3,,..,lo I� i`�d' � `.;I:,. •.ra t','' `Pd :�,'1 f,',,'.,,W i^ k:z �i v"v/';i'� l.,dtd�V ',- )`.e. Iden*;, o' I Ii_ADER `fircc n s`„T ,r.... .,-. s -*sa:;^.;s^%"t ,-,ri „+' =Jii4W i: :, t,...z'.,+€ ,.sj:,, :.; _'r`:{• L,I , f 5r 1-.;-r .. �7:' t.•:f..„ i,t . 1r' € r::air ao': C;'rjt Vir;4 "I'r7! :}` ,., ..r..., ! r Ff r•,r•,y ,-ai n 3r.;:..,�� ;,-,c SS .....: Ali".:.;C-" over he - er //4: I r+,n I r,,,,n;nL TSF' + ,'C� }> H10A " r';.,t�r#:, Sr-=E: c,_ r i.. A ; ,Y-r�;s k ` SHEAF, B!O KIN(','1 and �f E rlL ATION, 1 .4, '"Y(,r•a i f r t,-; Roof (, � j �•' v ^yr arx (' 31__. ." .., 1?t2�J1 li}/?Iyr' i LSTA21 COMMON RAFTER STRAP MTS12 AT CRIPPLE STUDS TO TOP PROJECT: PLATES AND HEADER CS16 MACK RAFTER STRAP Z 0 U M ES IDE DE 39'15 STILLWATER ROAD CUTCHOGUE, NEW YORK '11935 . 1000-137.00-01.00-005»001 (1) RBC PER (1) RBC PER • EAY ' BAY DRAWING TITLE: GENERIC DETAILS, NOTES AND CODE COMPLIANCE HEADER A23 ANGLE ttC SET: ISSUED FOR: DATE: 2-CS16 PER 7/16" SHEATHING TILS EAc+° � -7/16” SHEATHING PG 21 OF 0 0 WITH 8D SIDE OF a a O a 14EADER See WITH 80 T—HWFCG06 o D COMMON NAILS WINDOW UPLIFT COMMON NAILS SSW 18X7 STEEL AT 6:12 STRONG-WALL PANEL LSTA9 EACH SIDE OF HEADER SEE WINDOW UPU a a a 116 6. A. "A * / MINIMUM NUMBER HTT22 TYP AT GARAGE OF KING AND JACK MINIMUM NUMBER A23 ANGLE EACH SIDE � HDU8 EAE: DATE: May 99th, 202'1 „ HOEDOWN PER 22'* O.C. STUDS SHOWN FOR 22 O.C. OF KING AND JACK OF WINDOW SILL LATERAL STEP 7 UPLIFT RESISTANCE AT SHEARWALLS STUDS SHOWN FOR SEE WINDOW UPLIFT ANCHOR BOLTS PER ADDITIONAL MEMBERS MAY BE UPLIFT RESISTANCE AT 5HEARWALLS REQUIRED R WFCM ADDITIONAL MEMBERS MAY BE PROJECT NO: Q ED P E 2021-24 REQUIRED PER WFCM UV- NEIN DRAWN BY. TABLES 3.230 AND 3.22E TABLES 3.230 AND 3.22F STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER 8301.2 RCNYS. ,.ECR y0 CMA I TO BE DESIGNED TO MEET 130mph WIND LOADS, � k ip HECKED BY: STRUCTURAL DESIGN SHALL CONFORM TO CLIMATIC GEOGRAPHIC DESIGN DATA" PER 8301 . 2 RCNYS. TO BE DESIGNED TO MEET 130mLOADS. � � . :�� * CALE: '�° ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2018 IRC CODE WITH ANY ADDITIONAL CODESUPPLEMENTS TO 21INTE NATIO A �a �� SHEET NUMBER: i SSS N 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) G-3 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION a�rt�NurviBER: ©F 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) JAMES J DEERKOSKI,PE AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 @ DEERKOSKI + ARM DESIGN AND ENGINEERING RPC HOME ENERGY RATING SYSTEM(HERS INDEX RATING) RiD6E BEAM A5 SPI:GIFII 4" 5. -1 5/4" 411 EACH WINDOW 'fit! RECEIVE t t� f'll f W4F YIl�YY TO i1IJ3Y �I ��IUII 41` THICK X SIZE OF WIDOW PLUS 4 .. .'; ; , " ',-„ ,�.�"r,~�:��•� ENCiri7F':ErP � I�� EA, SIDE CDX PLYWOOD SIMPSON COIL STRAP G520'6(20 --ALL ARCHITECTURAL. AND ID E E R K t7 S K I -i- A R M THREE TAB ROOF SHINGLES DESIGN AND ENGINEERING D P C WITH IOD NAILS,AS PER TABLE Ng Schedule TO RECEIVE (s) FASTENERSGAUGE)INSTALLER AT EVERY ROOF RAFTER, ATTAGHE2 �ROVIDE #8 YUJU SCREWS PER SHINGLE 16 Llr•3w$ARY AVE. SUITE C: wlEFaTMAMPTCIN 9EACM NY 11978 n G , , ( ) @ 12" O.C. AROUND PERIMETER �-----t � HEADER 631-767-6Q?, CARMS888@A0L.CDM PdnitltJ�r SCHEDULE yrFGM TABLE 31 "$• P,#:->rx S,=sa i USP--RT20 HURRICANE ANCHOR Maar°�AS SCIF THIS SCf IFDL{';.E MF[TS THE CRITERIA FORA AT EACH RAFTER �I WINDOW VY RAFTER 8 NAILS it•TO RAFTERM#X. ENGINEER FZ CIF RECORD: THPEF SECOND WIND GUST SPEED OF 130 KIRA. a 8d NAILS INTO PLATES 9) 8d NAILS INTO STUDS ROOF FRAMING ` A • ” , '•." UPS RS25O COILED STRAP - i..- (1} LISP PBE544 POST CAP OR APPROVED EQUAL FROM - 7,— ATTIC �.-- .-- .- --- -' TO MEET A MIN. UPLIFT OF AT ALL HEAD RL MIN. 24' LAG Nurr`3ER OF [ Required COn11eCtI0l1 Detail dOIiJTDESGR;PTIOIt cOMrtO°J NAILS NJA,IL,PA,cr•tG HURRICANE SHUTTER DETAIL 14oQ sH WOOD BEARING FASTEN W/ (te) 8d NAILS ENG ( i�l E E R � N G CARA ITY- NAIL SIZE AT ROOF LEVEL AND QUANTITY sis�.°,.:'�*c�k Gr,-r re�r.r�Q 3"sr�.lces • ccxisu;t;ny FAFTERTOTCP P;,ATE JOE-NAILED) 3-8D PER RAFTER SGALEt 114" . V-a" AS PER MODEL NUMBER {TY!'IGAL AT ALL NIINI?Ow3) (1) USP STRAP TIE REFER TO MANUFACTURER "I' ` N YS' ) TO MEET A MINIMUM UPLIFT -�� CEILING JOIST TO TOP PLATE{'OE-,N�.A.ILET) 3-flD PER JOIST T ?x STUDS JAMES J.DEERtt©5K1 P.E. SEE PLANS FOR SIRE CEILING JO€ST TO PA..Ia UFL R°i T£R(FACE-NAII FD) 7-1GD EACH t Af OF 1400 Psi WOOD BEARING 16 LIBRARY AVENUE,SUiTE C,WESTHAMPTON BEACH,NY 11978 7355 CEILING JOI,T'TAF'SOVER PAR!1`10'iS(~AC'E-NAJI`V) 7-16D £AfliLAP AS PER NAILING PATTERN C;O;.±-{�.t?;( T(}"A€TFn(TOE r.J°.I':_ED) 2?';` PEI#Tl1" TSP PLATE SPLICE REQUIREMENTS AS PER MQDEL NUMBER COLUMN COVER AS SPECIFIED lamesdeerkaski(cz`wyahrso.cam 531-774- REFER TO MANUFACTURER EXTERIOR OWNERSHIP& USE OF DOC=UMENTS: i tOr K r.1G r 0 ROOF RAFT E"(TO",NAIt_EI)i 2 8D EACH Et1D 0y'FC`v"TABLE 3.21! VIEW ?x PRESSURE TREATED LEDGER 4x4 PRESSURE TREATED POST RII,4 BOAFO TO isAFTEI'tFrd N3A.'LEC! 2-16D EACH P'D LAGGED To BUILDING These drawings and specifications including the ideas,design ATT�Ir, tot FRAMING `I R A A t(' FIUTI)ING3; N,�I`?:JNOA1 SPI i E USE 3/8" LAGS (2) USP LFTAS CONNECTOPS and arrangements represented therein,are the property of WALL i CIAIVI I i VU D!'>[NSIO' J ITT): i Fr;':TEi tfT€ STAGGERED 12" O.C. JOIST SPACING 16" O.C. MAX. UeE rk ski+Arm Design& Enc Engineering,DEC. {ONE EACH SIDE) PS RS250 COILED STRAP gi g• 2 14) 8d NAILS EA, CONNECTOR OR APPROVED EQUAL FROM No part thereof shall be copied,disclosed to Others or used in STUD TO HEADER MIN. 24" LONG NUMB"t OF AT ALL HEADER LOCATIONS connection with ar�y work or project other than for which they ,T J t r,' fa,tr•," , NLS c f"1, 1F FASTEN W/ (18) Sd NAI?..5 have,been p "fired without written Consent, ',.D..,CF.'`'`.)'-f C,f)C� �J.pa�L.� J.:..L (',`;I, . pr, p, CEILING JOISTS AS SPECIFIED 21) d \'� CARRIAGE MOLT TO P1.�•TL'O T%'ry i`'J,> f .("t; i. J,A,!:,EF.', 2 ?%,IO PEE,F=:3 tT (2) PER CONNECT0N RIM JOIST Drawings&specifications,as instrucments of professional 5P FACE MOUNT TO:-Pt.�'TES AT if17P--,CTIOIiS(FA.CF-I:>s'I ED) a-160 J0!tJ"S-FA^HSI.F 21 HANGER TO MEET A service,are and shall remain the Property of the engineer. 2 i MINIMUM UPLIFT OF � PRESSURE TREATED POST .l a 2-161) 2•f"O.C. 600 psi WOOD BEARING I t" ) . "x6" TOP PLATE r{e'�`,r1:"3 rr t,�i t�,`�:i'I:� s,,^S:.I,.i 31£"(`r} 1r;r? 1r,"GC' t+'.�:'dt�i-r! I'i ?i'r7 I'� CAPACITY- iJAIUNG PATTERN (1) USP POST BASE HOLD HAfR;aILESS: r �. C' AS PER MODEL NUMBER T=) MEET A MIN. UPLIFT OF CONCRETE ;,n,r.TO,.ilii ir'!;;-: ',,.-.i(F,.; 2 ,6R, F'FR,;"it) 3r 7 REFER TO MANUFACTURER 1400 psi WOO„ BEARING FOUNDATION DFerkoski+Arn;Desi;n& E=ngineering.DPC,and there CAPFi :.'Tri"v":f i1Ti T:J F!nnn J Ilii P"6fIAJf';ST, 2-161) PFrP,,rF()T AND O Tr- NAIL SIZE 4fT a AND CIT(-INA Associated Engineer,are not a�ierSPetnp the ConStraCtifJn of tN11S Ftp =,DaiSTt:''I.,'. iGI<iJG(FACF.NAI`:FD) AS PER MODEL NUMBER TYPICAL EXTERIOR FRAMED building. 50 "; REFER TO MAN!IFACTUREP The use cf these dr,-Nings by any Contractor,subcontractor, SIMPSON HIO OR Ha HURRICANE CLIP' FLOOR FRAMING i10 r2 FOUNDATION builder,tradesman or worker shall instigate a Hold Harmiess INSTALLED AT EVERY STUD, ATTACHED 2"x6" STUDS l6" O.C. WITH IDD NAILS, AS PER MANUFACTURERS _I IP."'ER,,IF 7lr 14 OPENING FAST E ISI E R SCHEDULE Ar reemen4 between the drawing user and Deerkoski+Arm _.._.__._......__.__.....________.__... Des=cJn R 1=rttflnP.ering,DF�C, SCALE: NOT T"Q SCALE Ther user stall in fact agree to hold Deerkoski+Arra Design& SI'EGS SECOND FLOOR � :r,F;h;IrJ, L'Cr,°r:,tn#a lrµ.Ii I n 1fi � g ir;crr � , c r;,,; :" :;.a Fra r;r + Tr,u;"}TETT iIGI FNITHS>^,c,r,€,; ', n� A; �Tri t'fiJJ r-oast uctict DPC harmless far any responsibility in regard to the Tt,;',,.,1_,'';:' .,..,U,,,I;!fi(I.Cs t,Cl, ;,.,.I ED, L E Jam. i �' I, P ( FII T4 1U E USS' LUMr1FR FASTENERS OR APPROVED EQUAL. con4;triictic:n rnethnds.techniques,sequences or F:ii ;'i.`:i f. ,'.1 r.€ .I•ti,'. ,7' 7_ {; F si`.i'.„:} T': PYTE t tiPlrvE r I.Ni*„q ,". C LS r !' r, c Cnr U procedures, ) r t r i:,:Irt,PCr15 and program.. in 1 tJ`,INti 2 1 G°'`,il.: Yc, T. 2TH.S SCHEDULE T rti 'T EDUL_ MEETS 130 M.P.H.. 1YIND LOAD CRITERIA, R L E _ ; `€f pro ce re': arrr f, r,Ty safe e� t r.~; .,.FTE. )PET:r .E i :} r..:_�'"Ll Jl' TYPICAL FASTENER SCHEDULE y p +`'ti 1 } Q.ifi G TET 018 T„r>Ki;t (- `- C F, r,;`1 t Ff? AA! connection with tl e work,and further shall hold Deerkoski+Arm �} P_fi:..t',NG i"O"5_L 0 J r',AYE '__ `::711._L'; ,s-16L; E {,H k,I F;,. E,:.t'aA;Lt.NI i;Jrl EF1'JF rd'!IL;. _-- Design& E.ncineering DDC harmless for the costs and problems Re Ulr d Connection Detail AT 'r " ` ;r ti,,""E,'J.I:_Li'l ;516t' F rJ T STA""�TEtI » ` tE" F,,,,, r. (� J_r-_Er R�Tril'' i,;i i C,1,,,"i rr '?.nI AT COLUMNS /J (4 G'of the contractor,SilbCantrlCtaF, `� AC i; +i3rH„ I. ," 4tfi.I.:Ca {,� lVI V arising from the nt..rJlinenc :.f 3 xi) PFT?J"i ST LOC^:TED .E 8 )R C t..ILL•tt'� E ` tradesman or work°+.an. A �I ScALe: N.T.S. J r r I c 3 n T r„ " sa r SCALE: t`-0" The use of these drawings also Implies that Deerkoski+Arm -4 r '' ,IOI}':M.J,� T t'.;L r° F;>; 3•,fit PER,4 >i TO Pi ATES S,1,-, .. I A r.1:NAW�OF S"UD.,RFI)£ �" Design& Engineering DPC,shat!lake no responsibility for the c;,ra=;.t I;c-TO SILL;?r TU i'LP,TE(TC E NJAtaLED? 2-16D PER F.)OT N.`ATER'.AL plan guser's faifure to carry out the work in accordance with the p(�('� SHEATHING NSE USP LUMBER FASTENERS OR APPROVER EQUAL. t2L1LtF SHEATHING THIS SCHEDULE MEETS 130 M.P.H. WIND LOAD CRITERIA, drawing contract documents or any and all applicable building codes and manufacturer's specifications. N,UtvC TR OF SECOND FLOOR Jolt IT DESCPJP110% COMMON NAILS NAIL SPACING WORK NJOTES: STfiJCTLTRtnL PANELS UF[PIOR ZONE LO;ATION 80 f'EDCFr12”FIELD PERi'-.AETER ZONiE LOCATION 8D 6,EDGE/C''F`E'O R-21 INSULATION CARL[ENEWAk_L RAKE OR t;YT T.,USS 191 ` r' °' 8D 4"EDGFra°FiELi SIMPSON COIL ST"P G52030*20 2"x6"STUDS 16" O.C. LOOKOUT BLOCK 6AUGE)INSTAt.LLED AT �✓I=RY STW, 2"xb"BOTTOt�t PLATE GA FiLC EN;�WA,I.i.RAKE OR RAKE TRUSS WV 8D C�ED('F 6'FIELD 7 EXISTII''>�& NEN ATTACHED WITH IDD NAILS, 3/4" TR6 PLYWOOD SUBFLOOR O`MHANJG 0 W7if:i 6` 77 6' 7-6 TOP OF FOUDATION AS PER TABLE 3,1 Nalitng Schedule UAG'ON 1 BOARD SHEATHING /� 1';x'6"OR 1'Xrv�° 2-80 PER SUPPORT ��o� Joist/Notching 1"X101 OR WIOI R 3-8D PER SUPPORT At Center Suns 6RAr7E CEILING SHEATHINGCk NEN CONCRETE PJi1N�""ER Oi` g FOUNDATION WALL jolt DESCRT T l0:''i COt�'t.fON NAILS r:;€L sP.r..SIN G ) Xl5TIN6 CONCRETE tL Q u 0 FOUNDATION WALL (2) 2"x6" TOP PLATE G I'yUr,^.t�s'nLLB(1ARp D COOLERS LEf4S ? EDGEJI€t"Flt i.D �� T I9'-1 C}�" tL WALL SHEATHING 4 hl.lrkr?ER OF JOINT DESCRIPTIO!: COt YON NAILS NAIL SPACRIC Lu 2"x6"STUDS a 16" D.G. STRUCTUR,11PAN�IELS * I• D lNdTi.RJGI7DNFt-Ot-A+TTN 8D tP EDGF/12'FIELD F IFZ5T FLOOR PERIMETER ZONE LOGATiONI 8D 6' EDGE-112"FIELD 7 � NEW #5 STEEL REINFOR'�CiNG RODS 012" FIBFRBOARD PANIFLS 71 6'-7 " f'-710 O.C. VERTICALLY 60 3"EDGF,'6"RRO ' 25 32 80 3"EDGE/6"FIELD hoor J o I s l Notching At End Conditions G'✓P.SUP.1 WALLBOARD 5D CCu^I FRS 7"FOGFf1II"FIRE D p r I HARDBOAM 8D 61"EDGE/12"FIELD B 11equir d Connection Detail AT FLOOR LEVEL FARTICLEL;OARD PANELS eD (AS PER MANUF CTU111R) A-4 DIAGONAL BOARD SHFATH IG BGALi�= NTS, I"X6"OR 1 X8'" 2,8D PEI?S'.IPPOIT T COMPACTED POURUS PILI-`� T'X10"OR'Y'z'IF�CR 3 8D P£f'SUPPORT v FLOOR SHEATHING FOUNDATION CONNECTION DETAIL SIMPSON COIL STRAP G52C�'Wx20 R-21 INSULATION $ GAU6E)INSTALLED AT EVERY STUD, 5Rm on PHD5 Shear Wall Holddawn a all I� N N n r I Pipe or Conduit ATTACHED WITH IDD NAILS, JOINT DIS R,l T10Na CON i;10,.,TAILS NAIL S,A lN, AS PER TABLE 3.1 Nailing Schedule building corners (For ttype II She=ar` ST , w C g Walls) installed as per monuf. specs. RUCTUF-,L PANELS 2"xb" STUDS I6" O.G. 1"OR LESS' 8D 6"E)GE/12"FIELD t~1 EXTERIOR SIDING 2"x6" BOTTOM PLATE GREATER THAN 1' 14'1 6' FP.GE,rf°FIELD Q Upper tap plate laps continuous Iawer SEE ELEVATIONS " ; D`AGON AL BOA 0 SI EATH'tiG � FOR DESIGNATION —5/4 T36 PL"T'"WOOD SUBFLOOR o p p 1''X(:11 OR 1 X8, 2-8D PER SUPPORT to late 1 Cutting , Drilling Floor Joists SIJ ` �� p t"r,1f�°I�R'�rtLtER s rn PEP,SJ!PPOA;T NAX;NG PFOUI TEWTNTS ARE BASED ON WALL SHFATHIN G NAILED 6 INCHES ONt"CENTER AT Pm,!EL EDGE. .. 1/2" CDX PLYWOOD SHIEATHING IF WALL SHEATFI NG IS NAILED 3"ON.CENTER AT THE PANEL EDGE TO OBTAIN)H:VER SHEAR CAPASCIPES. BAND / RIM JOIST R-25 INSULATION NA.]UNG REfOU REMENITS FOR STRUGTU=',AL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SPEAR PLATES:SHALL BE USED TO MAIN:TAINJ THE LOAD PATH. (2) 2"x6" AGGt TREATED Coupling to anchor Dolts SILL PLATES 2 WHEN WALL SHEATHING IS CONTINUOUS O'dER GONJIEGTED Ne?ENtBEiIS,TFC"TA,F3UTATEO P;UMRi R OF NAILS Note: These details aPPIY t0 Convential IURTIber only. Not Simpson LPT4 a 16" o.c, 5'"x5" Anchor Butt Washers SHALL 81 PEF.r,9 T1'ED TO FE PEDUC:D TO 1-16D MAIL PEE FOOT, to be used with engineered lumber products, refer to Between Top 5111 Plate d Rim.foist r80nUfrOCtUrer for StOeC1tIC details COPPER TERMITE SHIELD _ 3 CORROS€ON RESISTANT II GAUGEROOIIN,GNA�LSANO16GAUGESTAPLESAREPERMITTED,CHECK Interior Stud Detail Top Plate 1�1tCrSCCtipn Detail WITH PRE-SENT DRIP EDGE • " ,„ RESIDCNTIAL CODE O€`N€EYi YORK STATE FOR ADDITIONAL REOUIREMENTS" SILL SEAL GRADE ;-_ PROJE=CT: x " DIA. ANCHOR BOLTS 0 23" O.G. NO MORE THAN 12" FROM ANY CORNER Of ! / ' ° ;- 2015 IRC CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT' DISCONTINUOS ED6E MINIMUM IMBEDMEN�.```ti ,`�_ CELLAR TABLE 11301.20) OF 5" INTO POURW CONCRETE ` CLINA,ATIC AND CLOGWTHIC DESIGN CRITERIA V2" Spacing allows holddawn Blocking a 24" o.c, allows for Y, FOUNDATION WALL with 5"x5" SCWARE " `. '' GROUND WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM YAIr. E Installatip holddown installation ` 0 U M AS TER ICE SHIELD FLO00 "^-•�°'' WASHM g "i ` SNOW LOAD CATEGORY DESIGN UN;DERLAYrti1ENT WIARDS Lit SPEED vuEATHERINiG FROST L1N;E TERNnITE DECAY € r(PSFI (mPi-?) DEPTH TEN,P.{� FEQLIPEPIEPJ; EndwailEI D E N C EHol�swr,on SDS 5hearwall � Corner Stud �+p«� � FOUNDATION WALL DETAIL,THIS ' 45 130 C SEVERE 36 INCH MODERATE SLIGHT TO 11 YES " , Connected to SSEE te , TO HEAVY MODERATE Transfer sear 3.�9 5 STILLWATER ROAD (2) I6d Common (2) ]rod Common UTC N Q G U E " 1. AN APPROVED SET OF PLA`•;S WILL BE ON SITE,AND AVAILABLE FON INSPECTOR TO REVIEW AT ALL T'MES. " Fust Anchor Soft � a Nails � b p.c. • Nails � 6" a.c. = 2. DEvIC'i iS IN AGCDF:DAN<CE t�4'IT'AP/ERICANt 1-0;"TEST ANJ(7 PAPER A5SOCLATIOtd 6°JOOD FPAPhE COIdsTRUGTIOtd ° 1000-137.00-01.00-005.001 MANUAL FOR ONE AND TWO FAMILY DWELLINGS. Foundation Wall First Anchor Bolt aGomer =�+� connected 3. DFS1GN LOAD CALCULATIONS:(AS PER 2015(RC CODE WITH THE 20ts UNIFORM CODE SUPPLE}1£N'7} Faundatian Wall to transfer shear t. LIVE LOAD-=AD RS.F.(ROOMS OTHER THAN SLEEPING ROOMS) • *` ;' • 30 P.&F,(SLEEPING ROOMS') DRAWING TITLE: aflP_S,F.(DEG1fS) Corner Stud Holddown Corner Stud HoIddown DUD LOAF}=10 P.S F.(ACTUAL VNIGHT OF MATER°ALS) Detail - 4 Studs Detail - 3 Studs W/blocking \ SNOW,�"T,11)2"SEISMIC LOADING=REFER TO CHART ABOtfE. A Required Connection Detail ATFOUN€OATIONLEVEL GENERIC DETAIL, NOTE A-4 84ALZ= N.TS, AND CODE COMPLIANCE SET: ISSUED FOR: DATE: STRUCTURAL DESIGNSHALL CONFORM TO "CLIMATIC GEOGRAPHIC DESIGN DATA" PER R301 . 2 RCNYS. To BE DESIGNED TO MEET 130mph WIND LOADS._ ALL PLANSANDSTRUCTURAL DETAiL TO CONFORM TO THE 2018 IRC CODE WITH ANY ADDITIONAL CODESUPPLEMENTS °1'ABLf: 1t,01."7.�LLONVA�BLI: -. 11111,11-LECTION, til:" S°��UCTURAL N't�::�l<Tt1JIS TA81-E R301 ,2'.2.2.�1 AI,1LON8AR1,t'. WAL=L BRACING G ADJU TMENT FACTORS BY ROOF COVERING DEAD LOAD" IaT'FUCTURALMEMBER t�IFFLIF(T`ION ROOF'ICEILING DEAD LOAD ROOFICEILING DEAD LOAD 1 ;TrtO r- lT �°iTT $110 Cl; Ti'flWr 11MI) .1/12 kVitl; Tina 1,�r 0 SEAL: DATE: finished ceiliry ;vfnche tO$":T k'TS WALL SUPPORTING � 15�psf car less 25 sf May 11th, 2021 rtnNbANn"xw�»�,,,w*�4rowm,.v,sw*,«.+ ✓e+•s,.wpsl KWwm.n'�.m..enrv" a ,xz✓ Interior walls wid(partitions, I1 1 S.f1 Roof i�rr�1 • . Flrrs rttl Iam red ceilings 111360 Roof plus one story or two stories a ,' PR{IJECTNC): �� F NEwY 2021-24 All I1tlucr stni tilt`fil rile Ttbcf-S L/214 For I: I poen per SIgLI re foot = 0.049 Wa a � ��;D�fiR� �-p DRAWN BY: STRUCTURAL DESIGN SHALL CONFORM To"CLIMATIC&GEOGRAPHIC DESIGN DATA°PER 8301.2 RCNYS. a. Linear interpolation shall "3 permitted, * '�."' 'd� °� * CMA TO BE DESIGNED TO MEET 930m 1h WIND LOADS. l :�t ritor walls with plaster r stuc o fittislt 1 I'1#60 � CHECKED gr. n t w Exterior inr ,-ttlk----winrtil l �tc1,��;li brittle"~finmhes 1,12 0 AD 2502 � SCALE: ALL STRUCTURAL AND MECHANICAL DRAWINGS SMALL CONFORM TO THE PROJECT SPECIFICATIONS,114CLUDED,BUT NOT LIMITED Ext rivr t�cells-`--wirl(l Ina(Is"vv,1h. "rxi,*, rinisfles 1..�I 20 oA�°mss � : TO THE FOLLOWING: SHEET NUMBER: 2021 INTERNATIONAL RESIDENTIAL CODE IRC _,,..., ,_,_»_».»,_.,.....»._»_,...»..., „_»,.,»„,.» ,,.,_....,._,.,_.-----._». 2029 RESIDENTIAL BUILDING CODE OF NEW YORK STATE ; x�r,lry ,r xlsn. yp1 G-4 P Tne,*girl I:�nft II tf4 r. rr&rn4 to bg,,1�von it' 0.7 t v=n,,tf-,.r C";c's ”-JP res!and 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE I�rrc :,e ttz rt dry d"f� :� ti P t •e€m., t,ff"e,.Vb o I€-vjI,17 fs ttt,,t �`�•.`",}szR." ?`, 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION r..For alw"mpi;rtMt Optir urn!mfv�nt,,r-%or row;"s ur= f Tri roof=:`or wn!',or wtnron/p addf!,;)ns,nr Mt,v DOB NUMBER: of 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS} � mss,P-v suppf,rtir�; efi�r�of g?ass Sane,,,.'4t;�ri r� r-!S.t;_:tot>ht Ind alar:-rte"_.shay exc.-ed L AGO». 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC SDPWS Far egprCS>°�r�'t111 rt# '''err)in rrad<rr ;' "; I�r'>�'or aC9`1;t="�r`;` p;st'¢ ,> "sfa€'t''t`ft .+f I :1 sra11 n exc d Lf a 2U. r JAMES J DEERKOSKI.PE AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 _ _ ....... __.....-. ..... p CDEERKCISKI •f- ARM OESIGN AND ENGINEERING DIPC HOME ENERGY RATING SYSTEM(HERS INDEX RATING) _ FASTENING SCHEDULE ,- 0 E,35 I ! BASED ON TABLE R602,3 (1) IRC 2015 NAILING SCHEDULE ........_......-_...._ . . -_....._..._._......_._.................1111.1..............111--... .., C3EEr2iCO9K1 -F ARM TABLE 8302.6 DESIGN AND ENGINEERiNG DPC DWELLING - GARAGE SEPARATION MIN. UNIFORMLY DISTRIBUTED L.L. NUMBER AND TYP SPACING AND TABLEDESCRIPTION OF FASTENER LOCATION 631-767-6071 LIBRARY Ave. wire c WEsrrtAaaPrDw BEACH NY 11978 SEPARATION MATERIAL USE LIVE 631-767-6071 eARMSaBsQ—AOL.CDM ROOF SHEATHING "!'T NIN SCHE ULEG, , s � LOAD NOT LESS THAN 1t2"-INCH GYPSUM OR 10 ROOF FRAMING ENGINEER OF RECORD; FROM THE RESIDENCE AND ATTICS Uninhabitable attics without storage ,. EQUIVALENT TO THE GARAGE SIDE 4-8d BOX (2-1/2-)OR ## I I Common (0.131 x 2-1/2 inches) or Ring-Shank (0.135 x 2-1/2 'Inches) Elaainlaabitable atfics with limited storage 20 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) EACH RAFTER,TOE NAIL (Except Where Noted for Exposure ,. Enclosed Buildings� Roo ramal SpacedK 0 S 'K FROM HABITABLE ROOMS ABOVE THE GARAGE BN�ARLDESS THAN S18"-INCH TYPE X GYPSUM 4-8d BOX (2-112")OR Habitable attics& attics served with fixed stair 30 CEILING JOISTS TO TOP PLATE EACH JOIST,TOE NAIL '� I , 1 l 4 inches 'O.c" r Less STRUCTURES SUPPORTING FLOOR/CEILING ASSEMBLIES 3-8d COMMON E N G I N E E R I N G - NOT LESS THAN 112"-INCH GYPSUM BOARD CEILING JOISTS NOT TO PARALLEL ,,, USED FOR SEPARATION REQUIRED BY IRC-R302.6 Balconies (exterior)and decks 40 � TABLE R802,5.1{9} EACH LAP sty_ cnuE,rer«�,., r �Es • �ars� Roof � Zone RAFTER, LAPS OVER PARTITION Fire escapes CEILING JOISTS ATTACHED TO PARALLEL NOT LESS THAN 112"#NCH GYPSUM BOARD 40 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP JAMES J.DEERKOSKI P.E. GARAGE LOCATED LESS THAN 3 FEET FROM A 16 LIBRARY AVENUE,SUITE C.WESTHAMPTON BEACH,NY 11978 CI1IrtSheathing-to � � � DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 COLLAR TIES 4-10d BOX (3") OR Wind jamesdaerkoski!rz yahoo coni 631-774-7355 End-Wall �,a #n ,� ewe EXTERIOR WALLS THAT ARE WITHIN THIS AREA OR 1-114"x 20 na RIDGE STRAP 3-?0d COMMON (3-) FACE NAIL TO EACH RAFTER ' M.,, ..�.,,,.,.,,,.,.,._.,,- Gerard in-fill components 50 OWNERSHIP& USE OF CaOCUM NT"S: Velocity , , ....,1.1 1 ,1 , 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND OPENINGS !N GARAGE WALLS SHALL COMPLY WITH SECTION 830215 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY . *� �"! Panel � � � WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE passenger vehicle garages 50 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE These drawings and specifications including the ideas,design .,-.,,.....,,, ,:.:...1,11,1..„.....: ...... .1:111., .„,.:,...,,.,., >,, :.< .. ......x:.,,.:.,,,>,.,.FwH ,11,1,1. ,��.9,.,,��,�,,:,,,;,<...,,:,,.,, H PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL OF EACH RAFTER OR TRUSS and arrangements represented therein,are the property of Gust) Location csfening Schedule inches on centers . Rooms other than sleeping rCrUnls 4G Deerkoski+Arm Design& Engineering. 4-16d OR No part thereof shall be copied,disclosed to others or used in Slee int roams 30 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TUE NAIL connection with any work or project other than for which they Supported a > I � � t have been prepared without written consent, � �, end and edges ")lI 2-15d GQMCOMMONStairs 40 3-16d BOX Ufa END NAIL Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. Panel field b 4 3 A WALL FRAMING HOLD HARMLESS: Supported panel l TABLE 8301 ,2.1 .2 NYS IRC V Vindhorne� Debris protecti Niz1Ns F r,=I DEERKOSK1 -I- ARM DESIGN SIMPSON STRONG-TIE CONNECTORS -- SPECIFIED FOR CONSTRUCTION RYAVE. S ITE ENGINEERING DRQ - USE A MINIMt.D1 OF �� T S 2 0 L T 2 0 t5 LIBRARY AVE. SUITE C NJEEaTMAMpTCiN F7EAC1•! NV 1 14778 C UPLIFT SDE OF TRUSS,THIS ..1.2 Od NAILS 631-78?-FsD71 CARM8$99 AC7 L,COM DOUG LOA FASTENERS - O AB OADS LATERAL WITH TOTAL FOUR �s � o o ENGINEER OF RECORD: MODEL GA UPLIFT UPLIFTCODE (133/160) 8dx1j" 8d NAILS N0. TO AVG REF. NAILS INTO TRUSS TO TOI I I IA()N RAFTERS/ PLATES STUDS ULT.. (133) (160) F 2 ( I ,- o i TRUSS F 133dc / STU .... ,. - 5 SIMPSON PROVIDE (1) HGA10KT ON } NOTE: REFER TO SIMPSON WOOD CONSTRUCTION =~ TAKE-UP WASHER i H7 16 4-8d 2-8d 8-8d 2991 930 985 400 - 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = AIDE OF CEILING JOIST AND ON SIDE OF RAFTER E N G I N E E R I N G PROPER INSTALLATION PROCEDURES st!VCtJ,c, errgnecringseruaces • cor,su ng H6 16 8-8d 8-8d 3983 915 950 650 5. 44 ��.---�" '- s ' JAMES J.OEERKOSKI P.E. FASTENERS ART "x12 96 LIBRARY AVENUE,SUITEC,VVESTHAMPTON BEACH,NY 11978 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) . ...-..,._.,._ •, amesdeerkost<.ir�; shoo com 631-77d•-7355 DIMENSIONS TWO ° ,� (TOTAL) LENGTH OF BOLT IN WOOD ME BER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL MODEL GA AVG � CODE INTO •. Q'JVREERSH€P& USE of DOCUMENTS: NO. MAX. LEA ULT. LFTA LFTA REF. PLATES o 4 q• o WIDTHPAN L OTY DIA 1 " 2" 2r 3" 34- 1 j" 2" 24" 3" 31" 0° e",• These drawings and specifications including the ideas, design EIGHT Bd NAIL �` (� ,/� and arrangements rc�prescl�ted therein,are the propi::rty of INTO ,�3 t �I b r Deerkoski+Arm Design& Engineering,DPC, LFTA 16 2 j" 17" 38 "16-10d — 4200 --- 1205 1400 5, 44, 85 STUD I,'; No part thereof shall be copied,disclosed to others or used in DOUG-FIR LARCH / 'SO. PINE o° ;� Connection with any work or project other than for which they LFASTENERS ALLOWABLE UPLIFT LOADS ~ ""�--._„� have been prepared without vrritten consent. MODEL L AVG AB 10d x S CODE ° � Drawings&specifications,as instrucrrents of professional NO. ULT, REF. ° 1� service,are and shall remain the Property of the engineer, 10d 10d x 1}" L_ S T A 21 ` ° (133 / 160) (13,) (160) I� °° �;�1; HOLD HARMLESS: MTS16 t6 14-10d 14-10d x 1}" 3116 1000 8461 1000 3, 41, 128 Deerkoski+Area Qt:,;c}!�& En!}ireeri`g,DPC,and there °° ° Associated Engineer,are not overseeing the construction of this � tailding. MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3. 41, 128 ? I ° ° b'o ° The use of theso drawings by any contractor,subcontractor, Ibuilder. tradesman or worker shall instigate a Hold Harmless ° Simpson Strong-Tie Agreement between the dratwrig user and Deerkoski 4 Arm LST20 20 12-10d 12-10d x 11" 2383 775 7211 720 3, 41 i° HCA10 Design& Frmineering.DPC. .. I°° The user Sha??in fact agree to hold Deerknski+Asn Design& DOUG-FIR-LARCH/ (�T E uo l number of SO. PINE CODE LFTA�t f Engineering GPC harmless fora^y rc�soon_,ibifiity in rees:�rd to the TYPE OF DIRECTION �� i' �onstructir_n means, I'nyttfc}`dytlechr.irlues,sr�rlr.��nces or MODEL TYPE OF OF LOAD ALLOWABLE LOADS REF. s p c i f i e d n C�I i.s i t ( °° procedures,and for ar s+`�t arecautians arl%# re�grarns in FLOOR ROOF S f each end Connection,N!'h the wo;k and furl.",er shall hold Deerkoski+Arse NO, TION {100 (125} #60 Simpson S Strong-Tie Design&Engineering DPC harrrInss for the costs and problems G 10 645 670 arising from the negligence of the contractor, strlhcontractor, C S 16 tradesman or workman. LTP4 5 J 515 645 670 6, 39, 97 tt f f The use of thesC drawings also implies that Deerkoski+Arm ART `x12 DETAIL DETAIL ITAIL It T r it T1 C� T A 1 T t�Lr�� Design& Engineering DPC,shall take no responsibility for the H 515 645 670 / �7 DETAIL 1-3 t L 1�'�. 'r.p f j plan user's failure to carry out the work in accordance with the MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS' (DF/SP) (133) HOEDOWN drawing contract documents or any and all applicable building HOEDOWN DEFLECTION codes and manufacturer's specifications. TJD DEFLECTION CGDE MODEL AVG LENGTH OF BOLT AT HIGHEST REF. CNW- Jtp.CHIN AT HIGHEST NO. BASE BODY ► ANCHOR CLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE. ALLOWABLE COUPLER NUT GA GA HB SB W H B SCI CL DIAD DESIGN LOAD DESIGN WORK No"1 ES: QTY DIA 1j" 2" 21" 3" 31" 5r LOAD WHEN RAISED OFF S�-U 8„— .THE-SILL PLATE • HD2A 16 12 4 ” 21" 2j" 8" 2A" J" 1�" Ir 2 tT 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 i `. SIMPSON TAKE-UP WASHER MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. WL STUt7 PLATE ULT. OF /AVG SP CODE (133) (160) REF. ART "x1 2 SP4 3A- 71" -10d x 11- 917 735 885 7, 40, t27 ° ART x12 . MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. LSTA21 20 11- 1 21 905 1 1205 1 1295 7, 40, 90 Doo MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE •• U NO, GA W L NAILS 100 R (133) (160) REF. o 0 MSTA24 18 1 " 24 1025 1370 l 1640 7. 40, 90 O o TOTAL ALLOWABLE TENSION LOADS NAiL CODE MODEL FASTENERS NO, (LENGTH L L END CA CUT LENGTH (TOTAL) (1 00)x (133 / 160) SPACING REF, �. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 1 CLEAR SPAN x-31- 28-8d 1235 1650 2j�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS I FASTEENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON, DOUG—Z LkRCH./SO. P14E ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION Simpson Strong-Tie NO. GA W H E3 HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW (115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES ,,,,,,_,,,.,,,,,.,,.,,,, 10d 16d ULT. (133)1(1 iO) 10d 16d 100 16d 10d 16d REF, ALL LIABILITIES ON THE CONTRACTOR. °O LUS46 LUS46 18 3 " 4j" 2 4-16d 4-16d 6076 1140 11+50 1000 1150 1250 7, 40, 127 coo HUS210-2 14 3 " 9a" 2 8-16d 8-16d 6076 1755 2105 1650 1904 2065 11, 36, 84, 122 1 MODEL FASTENERS UPLIFT UPJFT LATERAL STU NO, GA ULT. SIMPSON TO RAFTERS I TO PLATES TO STUDS (133) (160) It F2 160 TAKE-UP WASHER HGA10KT 14 4-SDSj"x1 j" 4-SDS}"x3" 1523 435 435 1165 940 H6 Simpson Strong-Tie DETAIL frlfr DETAIL 7.1.f F'f HD2A CN W- uSE MINIMUM OF COUPLER N U T SIDE[IF TRU STHIS STU p— TOTAL FOUR m • + O ° SE A MINIMUM OF SIMPSON d NAILS TWO 8a NATES THIS MTS 16 TAKE-UP WASHER ° INTO TRUSS SIDE OF TRUSS, MTS 16 / f TOTAL FOUR , HD2A �! INTO ATRUSS ART `x12 TWO o FI 8 AIL ° PLATES ° ° I ft PROJECT: 4 SP 4 ANCHOR BOLTS co EIGM" 8d /�, 8d NAIL IN NAIL o t� INTO INTO c DETAIL° tttf STUD Simpson Strong-Tie PLATES p � COW- COUPLER NUT S n 4 H7 FIGHT / F" STU INTO 8d NAIL Simpson Strang-Tie � ° _ L S T A 21 SIMPSON STUD SOZ U M A S H7 "°,b TAKE-UP WASHER L S T A 21 Strong-Tie HUS210-2 ® S LFTA L1=TA � I D CE LFTA °° � 3915 STCLLWATER ROAD CUTCHOGUE, NEW YORK 11935 ° BP 1000-137.00-01.00-095.001 m DRAWING TITLE: .• ff ff fr fr rr "rt • DETAIL D DETAIL G DETAIL J GENERIC DETAILS } LTP4 Simpson Strong--Tie � • RDD SYSTEM 7 ° LTP4 DETAIL frL1f SET: ISSUED FOR: DATE: LTP4 DETAIL ff,("'+rt , o 0 •' Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY NO SUBSTITUTIONS Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. •r ` SHEATHING NOTES. All framing hardware shown on these plans, ALL SHE, THIr��G TO BI= r,NnILED VInCr-nr�n,r NCE� 17H, THE WILING �rI -'EG'ULE nF THE �,A.�EI?I�'.�,I`J I-nQEST unless Otherwise indicated . is Simpson Strong--Tie. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO No substitutions are approved or authorized. �� rr rr LTP4 DETAIL B FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LTP4 Due to the relationships of framing hardware to SEAL: DATE: Simpson Strong--Tie (1 ) SHEATHING TO BE NAILED TO CCA SILL the other components of the structure, any framing May 11th, 2021 Floor-to--Floor Connections (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM hardware substitutions will render these plans (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES null and void, and will result in the installer/contractor PROJECT NO: (4) SHEATHING TO BE NAILED TO TOP PLATE assuming responsibility for the design and 2021-24 performance of the entire s stem. DRAWN BY: F NE CMA Q D E Erb �Q CHECKED BY: AD r T u.i SCALE: 1/4" - 1'4' SHEET NUMBER: ARoFESS( �P Gab DOB NUMBER: flF JAMES J DEERKOSKI,PE ()C DEERKCSKI + ARM DEStGN AND ENGINEERING DPC 1 ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND E)r fr�t,,t E, EN13V`4r_FRINr3 DPC: 6" M NUT NOTE- NO SPLICE IN TOP PLATE IS PERMITTED 1 DEGREE MAX. TAKE-UP DEVICE END STUD SEE RUN,INTERIOR STUDS NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS PLATE THREADED ROD WITHIN 8" OF ATS ROD PER FLOOR SEE TABLE DETAIL JV ASSEMBLY SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE _k I I N I I BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION WASHER _.It_N I 1 11 DEERKSKI + ARM --\, i. BELOW OL FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER TAKE-UP DEVICE DESIGN AND ENGINEERING DPC SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, ETC) BEARING TAKE-UP DEVICE 1/4" RECOMMENDEDASSEMBLY 16 LISIR,�RY AVE. SUITE C WESTHA#�PTON 13EACH NY 1,197e TO THE STUDS AND POSTS. ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO: DF-L PLATE ( ) TAKE-UP DEVICE ASSEMBLY AT PLUMB OF ANCHOR BRIDGE BLOCK 631-767-6071 CARM89SSQA0L.r_0M 2X4: DF-L FLUSH MIN, TAKE-UP DEVICE--/ BELOW 2X6: DF-L SOLID BLOCKING ASSEMBLY ENGINEER OF RECORD: CRIPPLE STUDS4, ROD 3X4: DF-L 3XIS: DF-L fill 4X: OF-L TOP PLATES ROD TOP LEVEL WZ BRIDGE BLOCK TOP PLATE DETAIL 6X: DF-L ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: DF-L E N G I N E E R I N G BOLT HOLE OVERSIZED 1/4" MAX COUPLER--III WITH F'cperp = 625 PSI END STUDS SEE RUNJNTERIOR STUDS MAXIMUM I DEGREE MAX. 2. SIMPSON STRONG-TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE ATS MODEL SPECIFICATION OR MODEL THREADED ROD W (IN) L (IN) COMPENSATION ROD TAKE-UP DEVICE PER FLOOR SEE TABLE JAMES J.DEERKCISKI P.E NO, (IN) 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 DESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS SIZE (IN) ASSEMBLY N ROD jarriP*dP_e0oskiCqyahoo com 631-774-7355 NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES `-4 BELOW COUPLER ATUD5 5/8 1 3/8 1 7/8 3/4 RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND COMPRESSION MEMBERS OWNERSHIP&USE OF DOCUMENTS: OBIT TAKE-UP DEVICE These drawings and specifications including the ideas,design VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OR ITS PERFORMANCE IN ATS-ATUD9 1 1/8 2 1/8 2 1/4 1 ASYMMETRICAL STUD CONVERSION and arrangements represented therein,are the property of ATS ELONGATION ON SHEARWALL DRIFT, SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ATS-ATUD6-2 3/4 1 3/4 3 1/8 2 ASSEMBLY CONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T Deerkoski+Arm Design& Engineering,OPC. SYMMETRICAL ASYMMETRICAL CONFIGURATION APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS, ATS-TUD9 1 1/8 2 1/8 2 1/4 1 ROD RIM, J0137 SYMME No part thereof shall be copied.disclosed to others or used in AT PLUMB OF ANCHOR LAYOUT END ) WALL INTERIOR SIDE connection with any work or project other than for which they 3. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT ATS-ATI UD9-2 1 1/8 2 1/8 3 7/8 2 COU PLER COMPRESSION MEMBERS BELOW SOLID BLOCKING TO (1) 2x4 (2) 2x4 (1) 2x4 have been prepinred without written consent, IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF ATS-ATUD9-3 1 1/8 2 1/8 5 3 NUT LO ROD EXTEND TO OUTERMOST Drawings&specifica I ions,as instrucrrents of professional THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. NOTE: BOTTOM LEVEL STUDS; (2) 2x4 (2) 2x4 (2) 2Y4 service,are and shall remain the property of the engineer. 4. THE TAKE-UP DEVICE CONFIGURATIONS SHOWN ON THIS SHEET' ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO THE ATS-TUD10 1 1/4 2 3/8 2 1/4 1 TAKE-UP DEVICE ASSEMBLY A I DEGREE MAXIMUM OFFSET OF SEE DETAIL 7 (3) 20 (2) 2x4 (4) 2x4 HOLD HARMLESS: ELEVATIONS ON THE SUBSEQUENT PAGES FOR TAKE-UP DEVICE' CONFIGURATIONS BASED ON FRAMING CONDITIONS ATS-ATUD14 1 3/4 2 7/8 2 1/4 3/4 THE ROD IS PERMITTED AT EACH Deerkoski+Ariii Design& Engineering.DPC,and there PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONS PTUD3 3/8 1 7/8 15/16 NO LIMIT LEVEL COUPLER (4) 2x4 (2) 2x4, (6) 2x4 Associated Engineer,are not overseeing the construction of this buildino, 5. CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED. (5) 2x4 (2) 2x4 (8) 2x4 RTUD4 1/2 1 7/8 15/16 NO LIMIT ALLOWABLE HORIZONTAL OFFSET ANCHOR BOLT AS COUPLER -- The use of those drawings by any contra,or,subcontractor, 4 builder, tradesman or worker shall instigate a Hold Harmless 6. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR RTUD48 1/2 2 1/4 1 1 NO LIMIT .--SOLID BLOCKING CONTINUOUS PLATE HEIGHT OFFSET SPECIFIED RGD SILL PLATE (6) 2x4 (2) 2x4 (10) 2x4 WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY SIMPSON STRONG-TIE OR ENGINEER or RTUD5 5/8 3 1/2 1 7/16 NO LIMIT BETWEEN OUTSIDE EDGES OF 4'-4" (BRIDGE BLOCK) 7/8" (7) 2x4 (2) 2x4 (12) 2x4 no-sign& Enoineering,DPC, RECORD. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL WIDEST POSTS ABOVE OR BELOW 81-01t - The us shall in fact agrec,to hold DeerkosM+Arm,Design& NOT CARRY LOAD AND MUST BE REPLACED. RTUDIS 1 3/4 3 112 1 7/16 NO LIMIT 1 5/8" 4 (8) 24 (2) 2x4 (14) 2x4 Engineering DPG harmless for any responsibility in regard to the I - - - t- � - .1 •-4 •A END STUDS construction means, methods,techniques,sequences or 7. FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE NTES IYP) 9 0 1 7/8 SEE [ABLE NTCRIMt STUD: SEE TABLE (16) 2x4 (9) 2x4 (2) 2x4 procedures, and for any safety precautions and programs in kND GRE 2" SEE RUN, 6 STUDS MAX DIFFERENCE BETWEEN LEVELS connection with the work and further shall hold Deerkoski+Ann C-AE WITNESS HOLES OR POSITIVE STOP HAS BEEN ACHIEVED. 1, CODE APPROVALS: K"'C-ES ESR 2320; LA RR25643; FL 10007 1 1 iA D NtE[)r �)r the costs and problems NOTE: ALTERNATE BLOCKING STU S T LEVE r_ (10) 2x4 (2) 2x4 18) 2x4 DF-;sign&Engineering DPC harmless 8, INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN. nrising from the negligence of the contractor,subcontractor, C ALLOWED W/ SOLID BLOCKING (2) 2x4 (20) 20 (11) 2x4 tradesmo n or workman. 9. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE ,ACTIVATION EQUALING FULL WIDTH OF WIDEST \---ROD The use of these drawings also implies that Deerkoski+Arm STRUCTURAL DRAWINGS ALWAYS GOVERN. L PIN POSTS ABOVE OR BELOW PLACED 10 ALLOWABLE ROD OFFSET (12) 2x4 (2) 2x4 (92) 2x4 Design& Engineering DPC,shall take no responsibility for the plan user's failure to carry Cut the work in accordance with the 10. SIMPSON STRONG-TIE HIGHLY RECOMMENDS THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OF ON EA SIDE OF ROD W/ 3" MAX 4 NOTES: drawing contract documents or any and all applicable building W SPACING BETWEEEN BLOCKING COMPRESSION 1, SYMMETRICAL LAYOUT CONFIGURATIONS ARE THE codes and manufacturers specifications. CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CALL �HEARWALL NUMBER OF COMPRESSION MEMBERS REQUIRED ON -999-5099. EACH SIDE OF ROD, SIMPSON SALES AT 800 RTUD W MEMBERS ON 2. 2x6 MEMBERS SIMILAR (A)TU EITHER SIDE OF WORK NOTES: INSTALLATION (TUD OR STRONG ROD 1. PLACE TAKE-UP DEVICE OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE 'BOLT HOLE: OVERSIZED 1/4- PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY BEARING PLATE. MAX THE RESPONSIBLE DESIGNER AND THE GOVERNING BUILDING JURISDICTION. NAIL TO EA STUD W/ 2. INSTALL PLATE WASHER ON TOP OF TUD OR RTUD, AND SECURE THE NUT AMM RIC T AL COMPRESSION MEMBER. RULE ON TOP By FINGER TIGHTENING PLUS AN ADDITIONAL 1/2 TO 113 TURN SEE RUN DESIGNER SPECIFIED EDGE 1 MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED IN WITH WRENCH, DETAILS NAILING SPACING X TOTAL JOB SPECIFIC RUN DETAILS I+. �', /A 3. REMOVE ACTIVATION PIN. NUMBER OF STUDS BUT v 2. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6" WHERE A FLOOR GENERAL NOTES AND CONDITIONS OF USE INSTALLATION (RTUD) FLOOR LEVEL NOT TO EXCEED 12" O.C. SYSTEM WITH A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSS 1. RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE AND _g-COMPRESSION MEMBERS NAILING 12" 0,C. CONDITION) FASTENED THROUGH THE BEARING PLATE TO WOOD PLATES WITH (2)8dX1 Y2 3. TOP PLATE AND STRAP TERMINATIONS SHALL USE TWO END STUDS ALL LEVELS SYMMETRICAL STUDS ASYMMETRICAL STUDS 4. BRIDGE BLOCK TERMINATIONS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLE THREADED COMPENSATION MIN NAILS OR (2)#9X1 J/2 STRONG-DRIVE SD SCREWS FOR RTUD3 & MODEL NO. ROD SIZE (IN) W (IN) L (IN) (IN) @ W RTUD4 AND (2)8DX2 Y2 MIN NAILS OR (2)#9X2 )/2 STRONG-DRIVE SD CRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOB ATS-CTUD55 5/8-5/8 1 7/8 5 SCREWS FOR RTUD5 & RTUD6 ROD 11 SHEARWALL EDGE NAILING SPECIFIC RUN DETAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS C) ATS-CTUD65 3/4-5/8 2 5 1/2 COUPLER 5. ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMING ATS-CTUD66 3/4-3/4 2 5 1/2 4 TAKE UP DEVICE (TUD) 6. A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS ATS-CTUD75 7/8-5/8 2 5 1/2 7. AT ANY FLOOR LEVEL, A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS AS WITNESS ATS-CTUD76 7/8-3/4 2 5 1/2 1 ANCHOR FOR TENSION ONLY 2x STUD COMPARED TO THE INTERIOR STUD PACK ABOVE HOLES MODEL NO. ROD DIA. WASHER O.D. OVERSIZE SILL HOLE TO AVOID & SEE DETAIL 11 FOR SHEAR WALL EDGE NAILING EA SIDE ATS-CTUD77 7/8-7/8 2 5 1/2 (IN) (IN) 6't CONTACT WITH SILL x OF CTUD ATS-CTUD87 1-7/8 2 1/2 6 1/8 ATS-INS-KT 5/8 MIN CONNEIC SONSSPIFOSITIVEATS-CTUD88 1-1 2 1/2 6 1/8 SILL PLATETION OF POST TO SOLE 15 ASY'MiMETRICAL COMPRESSION MEMBER DESIGN ACTIVATION ATS-CTUD97 1 1/8-7/8 2 1/2 6 1/8 ATS-IN6-KT 3/4 1 1 1 PLATE IS NOT AVAILABLE PIN ATS-CTUD98 1 1/8-1 2 1/2 6 1/8 ATS-IN7-KT 7/8 3 1/8 FOUNDATION AND REINFORCING BY ATS-CTUD99 -- ERRING PLATE PER RUN DETAILS INSTALLATION 1 1T8-1 1/8 -2 -172- -6-178- ISOLATOR NUT ATS-IN8-KT 1 A 4 4 DESIGNER 4 COMPRESSION 1, THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATION ATS-IN9-KT 1 1/8 /Z/ZIA 4 MEMBERS PIN FACING OUT. 11 4 OLE ANCHOR BOLT AS SPECIFIED PLATE ti 2. THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHEN ISOLATOR NUT AT VISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THE //-ANY LEVEL ABOVE FOUNDATION AVL KB-P SHEATHING- CTUD ISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE, CTUD NOTES AND NAILING COUPLER 3. SECURE ROD AT LEVEL A13OVE WITH BEARING PLATE AND ISOLATOR NUT. ATTACH ISOLATOR NUT TO SOLE PLATE WITH PROVIDED SCREW. 114STALL #8x3" 1. SIMPSON STRONG-TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TO ROD 4. REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH ISOLATOR NUT. SCREW (PROVIDED) DETERMINE ROD LENGTHS ABOVE CONCRETE SURFACE UNLESS NOTED PTIONAL SSP WHEN STUD IS OVER PLATE 5. THE CTUD MAY BE INSTALLED IN EITHER DIRECTION, BEARING PLATE OTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSON 12 0 THROUGH ISOLATOR N, I NUT AND BEARING PER DETAIL 6 STRONG-TIE PRIOR TO SHIPMENT OF RODS MINIMUM OF 2 Y2" CLEARANCE REQUIRED PLATE INTO WOOD ATS PLATE DIMENSIONS COMPATIBLESDS SCREW 0 BETWEEN TOP OF ROD AND BOTTOM OF ROOF W L t D hole ROD DIA LENGTH PLATE _!f7 MODEL (IN) (IN) 2 UPLING TAKE UP DEVICE l(CTUD) 7 INSTALLATION DETAIL DECK AT TIME OF INSTALLATION. WHERE ROD -1/4- RECOMMENDED (IN) (IN) (IN) (IN WOOD BEAM IS REQUIRED TO BE CUT, RECOMMENDED (FLUSH MIN.) WBP4-3X3.5 3 3 1/2 1/2 1/2 1/2 3 SEE PLAN WBP PLATE L 1/4- ABOVE THE RTUD OR HEX NUT WBP5-3X3,5 3 3 1/2 1/2 5/8 5/8 3 5 ISOLATOR NUT DETAIL TAKE-UP DEVICE WBP6-3X5,5 3 5 1/2 1/2 3/4 3/4 3 SMOOTH SHANK ASSEMBLY SDS SCREW ROD DIA. FULL THREAD STRONG-ROD WBP7-3X8.5 3 81/2 7/8 7/8 7/8 41/2 1/4" RECOMMENDED (IN) MODEL NO. MODEL NO. 12"r L1 STRAPS ws (TYP) 1/2 R4 ATS PLATE DIMENSIONS (FLUSH MIN.) NUT 8-3X 15 3 is 1 5/8 1 1 4 i/2 W8P8_5x5.5 5 5 1/2 1/2 1 1 4 1/2 MODEL NVMB'R STRONG-ROD ;2�- 123456 5/8 R5 MODEL W L t D hole R6 _1 (I 7N) (IN) (IN) (IN) CUT LENGTH WBP9-5X8.5 5 8 1/2 7/8 1 1/8 1 1/8 4 1/2 3/4 L UNC THREADS ATS-BP5-3x3.5 3 3 1/2 3/8 11/16 PER RUN DETAILS ROD PER WBP9-5X12 5 12 1 1/4 1 1/8 1 1 1/84 1/2 PROJECT: 7/8 R7 STRONG-ROD L (ft) Ll (ft) ATS-SP5-3x5.5 3 5 1/2 5/8 11/16 SEE DETAIL 4 FOR FASTENING WBP10-5X12 5 12 1 1/4 1 1/4 1 1 1/4 _H INFORMATION OF RTUD TO PLATES SCHEDULE 1 1 R8 3 to 5 1 ATS-BP5-5x5.5 5 5 1/2 3/4 11/16 NOTES: I- THREAD ROD THROUGH WBP PLATE 1 1/8 R9 6 to 121 4 13 TAKE- UP DEVICE INSTALLATION AT TOP LEVEL 1 1/4 R10 - ATS-BP6-3x5.5 3 5 1/2 5/8 13/16 2. THREAD HEX NUT ONTO ROD AND TIGHTEN AGAINST WBP PLATE ATS-BP6-5x5.5 5 5 1/2 5/8 13/16 3. FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD BEAM WITH (2) SOS SCREWS (PROVIDED AS A KIT); 1 3/8 R11 - L ATS-BP7-3x5.5 3 5 1/2 5/8 15/16 BRIDGE BLOCK PER SEE TABLE FOR SOS SCREW LENGTH 1 1/2 R12 - RUN DETAILS A 01`ZS ATS-BP7-5x5.5 5 5 1/2 5/8 15/16 FULL HEIGHT _,-,-DO NOT NAIL 16 WOOD BEAM BEARING PLATE 1 3/4 R14 - Zf 1. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. STUDS EA SIDE BRIDGE BLOCK RE S I D E N C E 2 R16 - .sir ATS-BP8-3x5.5 3 5 1/2 1/2 1 1/16 2. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS AND W/ EDGE NAILING EXCEPT TOE NAIL ATS PLATE DIMENSIONS COMPATIBLE ATS PLATE DIMENSIONS COMPATIBLE 3915 STILLWATER ROAD ATS-13P$-5x5,5 5 5 1/2 1/2 1 1/16 ATS INSTALLATION DETAILS. TO CRIPPLE STUDS TAKE-Up TAKE-UP K 11935 3. REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END SPECIFIED BY MODEL _w T L i D hole DEVICE MODEL w L t ©hale DEVICE CUTCHOGUE, NEW YOR HERS SR5H R (IN) (IN) (IN) (IN) SERIES ( ) I (I ) -005.001 5/8 L 1 1/8-7 ;e 123456 2" TYP ATS-BP9-3x5.5 3 5 1/2 5/8 1 3/16 DISTANCES. 1/4- MIN 1 4" MIN DESIGNER NAILS PER RUN (IN) IN N (IN) SERIES 1000-137.00-01.00 3/4 SR6H UNC THREADS ATS-BP9-5x5.5 5 - 5 1/2 5/8 1 3/16 52" MIN HEIGHT DETAILS PL5-3X15 3 3 1/2 3/8 11/16 BPRTUD3-4 3 -3 1/4 5/8 7/8 HSR7 SR7H STRONG-ROD XL 8 ALT. STRAP TRANSITION PL5-3X5.5 3 5 1/2 1/2 11/16 1 BPRTUD3-4B 3 3 1/2 1/4 5/8 ATS-BP10-36.5 3 5 1/2 1/2 1 5/16 PL6-3X3.5 3 3 1/2 , 3/8 13/16 BPRTUD5-6A 3 41/2 1/4 1 RTUD DRAWING TITLE: 1 HSR8 SR8H ATS-BP10-5x5.5 5 5 1/2 1/2 1 5/16 1 0 - SPACING PER PL6-3X5.5 3 5 1/2 1/2 13/16 BPRTUD5-6B 3 15 1/2 1/2 1 1 1/8 HSR9 SR9H 3 0 SCHEDULED PL9-3X5.5 3 5 1/2 1/2 1 3/16 6PRTUD5-6C 3 17 1/2 3/4 1 STRONG-ROD ROD DIA. COLOR ATS-1/2 CAGE RUN DETAILS i I I 1 1/4 HSR10 SR10H XL IN. A L CODE ATS-BPIO-3x9 3 9 1 1 5/16 1 CRIPPLE STUDS PLO-3X8.5 3 8 1/2 7/8 1 3/16 MODEL NO. MODEL D H W AND COMPONENTS /-ROD - 1 1 - GENERIC DETAILS 6" ATS-BP1O-3x12 3 12 1 1/2 1 5/16 (IN) (IN) (IN) I - L�l- MIN END DIST PLI 4-3X8.5 3 8 1/2 7/8 1 13/16 4 1 3/8 HSR1 1 SR11H SR9H/1 4-5 1 3/4-1 1/8 6,-0" ��SEE PL9-3X12 3 12 1 1/4 1 3/16 ATS-BPI0-3x15 3 15 1 3/4 1 5/16 ATS-1/2-28 2 16 3 v , E) 1 1/2 HSR12 SR12H SR9H/14-,7 1 3/4-1 1/8 2 1/2" 7'-5" ORANGE I ELEV BRIDGE BLOCK NOTES 6 PL14-3X12 3 12 1 1/4 1 13/16 1 3/4 HSR14 SR14H SR9H150/14-7 1 3/4-1 1/8 2 1/2" 7f-5" ATS-BPIO-5x9 5 9 1 1 5/16 ATS-1/2-2C 2 16 3 1. CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED PL9_3x15 3 15 1 1/2 1 3/16 ATUD/TUD SET: ISSUED FOR: DATE: SR16H ATS-BP10-5x12 5 12 1 1/2 1 5/16 1 STEEL I-bEAM PER 2. CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILS ABOVE, PL10-3X15 3 15 1 1/2 1 5/16 MOLE 2 HSR16 - ATS-1/2-2D 3 16 3 DESI IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD PL14-3X15 3 15 1 1/2 1 13/16 BPRTUD 1 1/8 HSSR9H150 SR9H150 WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH Y2 OF THE SCHEDULED NAILS. IF (3) CRIPPLES PL9-5X5.5 5 5 1/2 1/2 1 3/16 4 NOTESH ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH HSSRlOH150 SRlOH150 1. FULLY THREADED AND STRONG-ROD IS UNCOATED OR PLAIN ATS-1/2-2E 3 16 3 SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH % OF THE SCHEDULED NAILS AND THE INNER MOST PL14-5X5.5 5 5 1/2 1/2 1 13/16 BLACK STEEL 0 CRIPPLE WITH V3 OF THE SCHEDULED NAILS. PL9-5X8.5 5 8 1/2 7/8 1 3/16 2. STRONG-ROD MODEL DESIGNATION: THE NUMBER FOLLOWING 3. CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE PL1 4-5X8.5 5 8 1/2 7/8 1 13/16 ATS-SR( ) REPRESENTS THE ROD DIAMETER IN 1/8" (i.e. 4. IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE; SCL IS ALSO ACCEPTABLE PL9-5xl2 5 12 1 1/4 1 3/16 rt" ATS-SR5H IS A 5/8- DIAMETER HIGH STRENGTH ROD). 5. FOR SOS SCREW OPTIONS, CONTACT SIMPSON STRONG-TIE PL10-5Xl2 5 12 1 1/4 PL PLATES 3. STRONG-ROD XL ARE 1 3/4" DIA WITH 1 1/8" THREADED 6. POO I.T'N7H AT PRID-173-7 PLOCK LD!Ft_, PAS�D OKI 52" HF!Cl4T APOVE S�_IPP_00R ADDMON4L POD !,FNCTH ENDS AND ARE USED TO REDUCE ELONGATION. WILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS ABOVE 52" STRONG-- ROD 6 BEARING PLATES FOR CTUD 9 ATS WELDABLE CAGES 14 ALT. BRIDGE BLOCK DETAIL 17 BEARING PLATES FOR ATUD/TUD AND RTUD SEAL: DATE: May 11th, 2021 PROJECT NO: 2021-24 OF N C BRAWN BY: CMA STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS. DFIF-:&/r 0 CHECKED BY, TO BE DESIGNED TO MEET 130mph WIND LOADS. 0 JJID E: Ly- W SCALE: U 1/4" 1�-O" ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED 0 SHEET NUMBER: TO THE FOLLOWING: nn NPS 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) G-7 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION DOB NUMBER: OF 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) JAMES J DEERKOSKI,PE AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 (9) DEERKEISKI + ARM DESIGN AND ENGINEERING DPC HOME ENERGY RATING SYSTEM(HERS INDEX RATING) ROD 1;hx 4 S ,.,,»^., ... .., ._.,. » ,., ..,r,. ,,,, ^ .�,u,r ,,, ar r .„ ,. r, a .,,. .., ,...�r ��" ...., „ :ass,^..... *y'• , ..^„,>»'>m",,r;r,...,,;'::a^'s,,._. ..rY>;+^rw ,. 'n'vr ^r,r, r„irr; ,.., .,. ,,. . ..,, ,.;�,r;<:�,... :Yys.^,.usx• ............... rr ,. ,., , ,,r ..,,.. y .,-•�..:r;,'... ,r.:'y„y.';rr':;Js�rc'r, r LZE:v;."A.,,n..,.: .... .r>'::. .. ,. ., ., .. .. .. ,.. .., »..,.,. ., ,.,.,,,, .. >";«%m�„�;->:« .r r q / � .:,,.,,,,�r,.r, .,, ..,.,,,,,^.,.-meq,»,;,, ,,,,,^.,,,.,, .. _ ,,, , rsr-^ ;ran ,r ., r, .,.i. d, » >„y.7".r•,r,r._,..,, ,, r , .. .. ,. o , , , ,,, ,, ,,, , ,,,,,, ,, r��'^d»; ,>;x,^,a., .. . . v �� r ,. ,.„✓r ,. ,. »✓r rrl 1%. .:o-„r,,,». ,r ,r,,,,,ra^,ar.' , .. .. ..,. 1 „, F ,.,, ,✓JC,» ,... r ,M,.. vvv rr..».;w�.r,.,,^.>, .R avoY^•Y'• „vy..,.,f,,.o,v .,dr,,., y,<",,,y.r.,,r,,,,,-,.nq,r.,,rd.,,rY, ,", 2 PSPN516Z E3 °a { " ' RPS28 16 GAUGE TO REINFORCE TOP PLATE,AND �' ' �` ( } � HSS2-SDS1.5 16 GAUGE HEAVY STUD SHOES TO REINFORCE � $ ! • ; �., ., { >.-r k rh9 ` t,rz . ' RPS28Z 16 GAUGE ZMAX TO REINFORCE SILL PLATE, MSTC ° + ' ' { } AND PROTECT SiNGLE 2X STUDS WHERE PiPE IS LOCATED.USES RPS28 ° # INTERNATIONAL RESIDENTIAL CODE-200612009/2012 8602.6.1 t2 SDS1/4X1 112 SCREWS(INCLUDED), :;,"'? '"•'_.•:°; zzo' INTERNATIONAL BUILDING CODE-20061200912012 2308,9.8 INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 8602.6 AND M1308,2 :a;;. D E E R K O S K 1 + ARM INTERNATIONAL BUILDING CODE-20061200912012 2308,9.10&230819.11 �M, ..� .••� """ ---. ---- D E S I G4 N A N o E N G t N EE R t N D P C INTERNATIONAL PLUMBING CODE-2006/2009 305,5(2012-305.6) _ PSPN516Z(16 GAUGE ZMAX AT TSP OR BOTTOM PLATES 4 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 1 19`76 INTERNATIONAL RESIDENTIAL CODE-2006/200912012 P2603.2..#, IltVTERNATIONAL MECHANICAL(;ODE-200612009/2012 I05.5 ° a o o o 63 1-767-6071 cArtateses,rA0L,c0+n 8602.6.1 AND M1308.2 TS218 o c INTERNATIONAL BUILDING CODE-20061200912012 2308.9.$ ti.'.t HSS2-3»SDS3(16 GAUGE)HEAVY STUD SHOE FOR tial WATER ° INTERNATIONAL PLUMBING CODE-200612009 305,5(2012-305,115) TRIPLE 2X STUD.USES 12 SDS 114X2 SCREWS(INCLUDED), VENT ENGINEER 4F RECORD: INTERNATIONAL MECHANICAL CODE-200612009/2012 305,5 INTERNATIONAL RESIDENTIAL CODE-200612009/2012 R602,6 AND M1308.2 PIPE �� _ ! ' -Atlillill__Lmil INTERNATIONAL fi N20061200912012 2 8. . 0&2308.9.11 'k BU LDI G CODE- 34 91 TO �✓ PSPN58Z(16 GAUGE ZMAX1�)AT TOP OR BOTTOM PLATES INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) TO RX INTERNATIONAL RESIDENTIAL CODE-20061200912012 P26032,1 AND M1308.2 INTERNATIONAL MECHANICAL CODE-2006/200912012 305.5 FLOOR INTERNATIONAL PLUMBING CODE-2006/2009 305,5(2012-305.6) (g) E N G I N E E R I N G INTERNATIONAL MECHANICAL CODE-200612009/2012 305.5 `=' MSTC(16 GAUGE)AT TOP PLATE ( } 16$/16" struetu,ot eng nVcr:ny S(-ry=ces • consuitng INTERNATIONAL RESIDENTIAL CODE-20061200912012 R602,6.1 4'/ `✓ ! (�} INTERNATIONAL BUILDING CODE-2006/200912012 2308.9.8 NSI SS1.5 i i . * JAMES J.DEERKOSKi P.E. *✓ NSiNSP-NAIL STOPS TO PROTECT PIPING . ..------"" FROM DRYWALL NAILS OR SCREWS. ° 16 LIBRARY AVENUE,SUiTE C,WESTHAh1PTON BEACH,NY 11978 INTERNATIONAL RESIDENTIAL CODE-M1308.2 AND P2603,2.1 CTS218(14 GAUGE)TO REINFORCE TOP-PLATE FOR BOTH COMPRESSION NSI�w jamesdeerkaskir:y lhaa cam 631-774.7355 CHAPTER 3 OF THE NATIONAL ELECTRIC CODE-"_BORED HOLES FOR AND TENSION FORCES WIRING SHALL.BE 1.25"FROM THE EDGE OF A JOIST,STUD OR RAFTER OR SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC-2005/2008 4.1.4 OWNERSHIP&USE OF DOCUMENTS: SHALL BE PROTECTED WITH A 16 GAUGE .0625 THICK STEEL PLATE." INTERNATIONAL RESIDENTIAL CODE-20061200912012 R602,6.1 r ( ) ` .^., These drawings ands specifications incMin the ideas,design INTERNATIONAL PLUMBING CODE-20061200912012 305,8 INTERNATIONAL BUILDING CODE-20061200912012 2308.9.8 � NSI - � r� � p � � and arrangements represented therein,are the property of INTERNATIONAL MECHANICAL CODE-20061200912012 305.5 5 HSS2- HVAC CHASE DQz rkoski+Arm Design& Engineering DPG. SUPPLSS1.5(16 GAUGE)STUD SHOES REINFORCE AND PROTECT PLUMBING IN 2X. HVAC CHASE€N LINES { SDS1.5 (2)ADJACENT BOTTOM PLATE TOP PLATE No part thereof shall be copied,d sclosed to other>or used in INTERNATIONAL RESIDENTIAL REIN, 2006/2AND P12 TECT AND INC IN EXTERIOR OR LOAD ` 'STUD BAYS DIMENSIONS, (12-16d NAILS) (16-16d NAILS) connection with any work or project other than for which they INTERNATIONAL BUILDING CODE-2006/200912012 2308,902,�'s 2 D M`111 BEARING WALL00 MODEL GA ALLOWABLE LOAD ALLOWABLE LOAD have been prepared without written consent. INTERNATIONAL BUILPLUDING CODE-2006/2009 305,5(2012-30`2 S2-3-SDS3 ��0 DF/SP SPF/HF OF/SP SPF/HF Drawings&specifications,as instrucments of professional z ELECTRICAL 3-16d FASTENERS S r rr' W L (150) (150) (160 #1fi0 service.are and shall remain the Property of the engineer. INTERNATIONAL MECHANICAL CODE-24061204912012 305.5 PwPt��16Z(16 GAUGE ZMAX ")A,T TOP PLATES PSPN516Z 1f> 5 16 5116 1365 1180 1820 1575 WIRING EVERY 16" INTERNATIONAL RESIDENTIAL Crl200612.009/2012 P2603,2.1,8602,6,1 AND M1308,2 INTERNATIONAL BUILDING CODE-200G1200912012 2308,9.8 i„ HOLD HARMLESS. 1k 1. To meet the pre�rriptiv?IRC requirements Ill box nails(0.135"dia X 3 a )may be cased. Ai PSPN516Z LOAD BEARING WALL INTERNATIONAL PLUMBING CODE-20016/2009 305,5(2012-305.6) Allowabie tenslrm Iii is 0.75 of table roads when installed with 16d box nails, Deerkoski+Arm Design&Eng;neering.CPC,and there INT ERNATiONAL MECHANICAL CODE-200612009,2012 305.5 PSPN58Z (WITH HVAC CHASE) 2, Halls: Ill=0.162'din.x 3 r"long. Associated Engineer,are not overseeing the construction of this PSPN516Z(16 GAUGE ZMA)="}AT BOTTOM PLATE, building. RPS28Z �✓ INTERNATIONAL BUILDING CODE-20061200912012 SECTION 2308.9.8 The use of these drawings by any contractor,subcontractor, �\ INTERNATIONAL PLUMBING CODE-2006/2009 SECTION 305.5(2012-305.6) Agreement between the worker in l user and DeHold ki+Arm 1�J ss INTERNATIONAL MECHANICAL CODE-2006,2009/2012 305,5 Ag€eer,enttrabetween or wodra shall in r nate a nId Hen Arm Design& Engineering.DISC. TOP OR B0170M PLATE PLUMBING DETAIL 1 PSPN516Z PAIL STOPPER PLUS PLUMBING LINE PROTECTOR 2 PSPN516Z NAIL STOPPER PLUS PLUMBING LINE PROTECTOR 2A The user sire!!in fac;agree to hold Dec.rkoski+Arni Design & _ - _.. resf�ons bility in regr3rd to t`�e REPAIRTOP OR BOTTOM PLATE REPAIR P Engineering DPC harmless for any I I construction means, metha�ts. techniques,seque:7::Ps 4'liMAX, GAP-- procedures. and for any safety E>recauticns an{%(art.grtms iri connection with the work and further shah hold Dccrknski+Arm ' > Design& Engineering DPG harmless for the cast; W, ant:problems arising from the negligence of the contractor,subcontractor, tradesman thesfi drawings also implies that Detrkosd,i+Arm workman. The use of th L L Design&Engineering DPC,shall take no responsibility for the t plan users failure to carry out the work in accordance with the 0 drawing contract documents or any and all applicable building codes and manufacturer's specifications. a IVS1 WORK NOTES: 0 TYPICAL.CTS INSTALLATION j CODES. ICC-ES ESR 2105; a (One-sided Installation shown) l FLORIDA FL13904. MODEL STRAP ALLOWABLE LOAD DFISP lALLOWABLE LOAD SPFtHF(LBS.) i NO. QTY. INSTALLATION FASTENERS COMPRESSION TENSION coMPREssION TENSION SUPPLY (1ooilsoy 11001 (160) (loorts0l (loos (160) LINES W 4 © �::y 1/+~/ 1 One-Sided 1020 1510 2270 880 1310 1970 2 One-Sided 2045 3020 4540 1760 2620 3940 2 Two-Sided 24-10dx11/2 2370 3020 4540 2040 2620 3940 3 Two-Sided 37254530 6810 3205 3930 5910 lE 4 Two-Sided 4740 6040 9080 4{180 5240 7880 NS1 NSP1 j CTS218 1 One-Sided 1175 2050 2480 1010 1345 2150 c a 2 One-Sided 2350 4100 4960 2020 2690 4300 (NS2 SIMILAR) {NSP2 SIMILAR) ° 2 Two-Sided 24-SDx111z 2735 4100 4960 2350 2690 4300 r 3 Two-Sided 4130 6150 7440 3550 4035 6450 1 4 Two-Sided 1 5470 1 8200 9920 1 4700 5380 8600 MODEL DIMENSIONS MODEL DIMENSIONS ° 1.Allowable loads have been increased for wind or seismic with no further increase allowed. NO, GA' W L NO. GA. W L Reduce where other loads govern. NSI 1 1/2" 3" NSP1 1 1/2" 2 1/2" 2.Fastener quantities are for a single strap. ~-y 16 16 3.Maximum gap between wood members is 41/7, "- " NS2 1 112" 6" NSP2 1 1/2" 5" 4.FASTENERS: ll -0.148'dia,x 1 J'halls,SD screw#9x1 =0.131-dia.x 1 'long, NS/NSP-NAIL STOPS TO PROTECT PIPING 1.OPTIONAL NAILS:8d 0,131"DIA x 3 f'LONG, FROM DRYWALL NAILS OR SCREWS. INTERNATIONAL RESIDENTIAL CODE-Ml 308.2 AND P2603.2.1 CHAPTER 3 OF THE NATIONAL ELECTRIC CODE-"..,BORED HOLES FOR PSPN58Z(16 GAUGE ZMAX"`')AT TOP OR BOTTOM PLATES 2005(2008 SPECIAL DESIGN PROVISIONS FOR.WIND AND SEISMIC WIRING SHALL BE 1.25'"FROM THE EDGE OF A JOIST,STUD OR RAFTER OR INTERNATIONAL RESIDENTIAL CODE-2006/200912012 P2603.2.1 AND M1308.2 (ANSI/AF&PA SDPWS),SHEARVVALL AND DIAPHRAGM BOUNDARY ELEMENT DESIGN(SECTION 4.1.4) SHALL BE PROTECTED WITH A 16 GAUGE(.0625 THICK)STEEL PLATE." INTERNATIONAL PLUMBING CODE-2006/2009 31(2012-305.6) 2006/200912012 INTERNATIONAL RESIDENTIAL,CODE(IRC),REPAIR TOP PLATE(SECTION 88026,1) INTERNATIONAL PLUMBING CODE-200612009 305.5(2012-305.6) INTERNATIONAL MECHANICAL CODE-20061200912012 305.5 2006/200912012 INTERNATIONAL BUILDING CODE(IBC),REPAIR TOP PLATES(SECTION 23G8,9.8) INTERNATIONAL MECHANICAL CODE- 2006/2009/2012 305,5 PSPN58Z NAIL STOPPER PLUMBING LINE PROTECTOR � CTS2't$ CCJ►MPRESSIiJN-TENSION STRAP TOP-PLATE REPAIR ,4 NS & NSP NAIL STOPPER PLUMBING AND ELECTRICAL SA NS NAIL STOPPER PLUMBING AND ELECTRICAL 5B ; NSP NAIL STOPPER PLUMBING AND ELECTRICAL SIC LINE PROTECTOR LINE PROTECTORLINE PROTECTOR NS 3 ```--- r 4 0 1 C ar th !T CODES:ICC-ES ESR-2608,FLORIDA FL10864 +D Q ® © S$r'I,5 MODEL STUD FASTENERS ALLOWABLE LOADS DF/SP LUMBER NO. GA' SIZE (TOTAL} COMPRESSION TENSION FLOOR(100) ROOF(125) CODES:ICC-ES ESR-2608;FLORIDA FL10864 I HSS2•SDS1.5 2X 12-SD51/4X1 112 1200 1200 1000 HS HSS2-2-SD S3 2-2X 12-SDS1/4X3 1200 1200 1000 ALLOWABLE LOADS DF/SP LUMBER 16 PROJECT: MODEL STUD FASTENERS HSS2-3-SDS3 3-2X 12-SDS1/4X3 1000 1000 970 NO. GA' SiZE (TOTAL) COMPRESSION TENSION HSS4-SDS3 4X 12-SDS1/4X3 1200 1200 1000 FLOOR(100) ROOF(125) A- SS3 SS4.5 ss1.5 2X 12-1011/2 500 500 --- SS2.5 16 3X 12-10dX11/2 500 5o4 - -- HSS2 HSS2-3 SS3 2-2X 12-10d 665 785 ---- NOTES: p SS4,5 3-2X 14-10d 665 785 ----- 1. INSTALLS OVER PIPE UP TO 2 318"OUTSIDE DIAMETER, NOTES: 2. SDS SCREWS PROVIDED. 0 U M 1. SS(16 GAUGE)STUD SHOES REINFORCE AND PROTECT PLUMBING FOR 2X SIZES. 3. ROOF LOADS ARE 125°!n OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA NOTE: FLOOR LOADS MAY BE ADJUSTED FOR OTHER LOAD DURATIONS ACCORDING TO #" 2, ROOF LOADS ARE 125%OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA 1, DISTANCE BETWEEN CENTER LiNE OF SUPPLY INTERNATIONAL RESIDENTIAL CODE-2006/200912012 8602.6 AND M1308.2 THE CODE,PROVIDE THEY DO NOT EXCEED ROOF LOADS. INTERNATIONAL RESIDENTIAL CODE-2006/2009(2012 8602.6 AND M1308.2 FLOOR LOADS MAY BE ADJUSTED FOR OTHER LOAD DURATIONS ACCORDING TO LINE AND CENTER UNE OF VENT PIPEMUST BE EC E a: INTERNATIONAL BUILDING CODE-20061200912012 2308.9,10&2308.9.11 THE CODE, PROVIDE THEY DO NOT EXCEED ROOF LOADS. INTERNATIONAL BUILDING CODE»24061200912012 2308.9.10&2308.9.11 A MINIMUM OF 5 1/Z"TO PROVIDE ADEQUATEI Vi S I D E INTERNATIONAL PLUMBING CODE-2006/2009 305,5(2012-305.6) q; INTERNATIONAL PLUMBING CODE-2006/2009,305.5(2012-305,6) 3, NAILS:10d=0,148"D!A X 3"LONG, 10Dx1 4=0,148"X 1 i'LONG. IiNTERNATIONAL MECHANICAL CODE-20061200912012 305,5 SPACE FOR THE Hss. 3315 STI�LWATER ROAD INTERNATIONAL MECHANICAL CODE-2006/200912012 305.5 r' �...,,,,^^,.m..,,.,^.�_.^......--------,_^.,,,_._.,,_.-._,r~-^^____._..,^.____^__,.,............ ^,»,,._,.,^.,^,»..,_,,,,.^^,,...^....;....,».._^»�..»».,,.^-.,,....,,,,,.^,�,W._^rw,^.r^_^»,___»^_w�..�,,.,_^..»�»_,,,,,,,.,,^.,,,,_,.,..�,.,.^^,^,.-,._,,.,.,,_»,,.^»_^»___^..^^^^^^.,^. ................�^..^^^..,...,.._,_.»^^-,^»^_,_^�...,.�,._.,,,,,^.^.,...�-. �,,,,r,..^^�,^^,_.___,,^^,,.»..,^»^,��,�_,.....»^.�»_-._.,,.,^^..�. ..,,._,,,._�,,...N._,...�^_-_^___^_�,-..,�...»^..^_-,_..��.,..,....._._.,...».._.^, ..,..,_..........._,...,.._.,..... .,_...'.___,,,,,,,,,,,,..,.»-„µ_.�,,.,.,,._^�,�.-,_.,.�.^^M�.__^._-�__�^,-m_�,,»,.»„»^,._..,-,.-...,__W„ �,..,.�_,.�.,,..^,�._.._�_.,__,._„_^^,.^^,»»^.N^,^^.__^,.»,,,,,»".,.__.._.,,._.,^,.,.,.,.^^..^._»_^_^,..,»^^»._»^a__.a._.__�»^^,_.^_.__^,»^.^»..^_,,,,_..»_.�^„»,.,,,,,,..,,. .,.m...a»,....,..._..__.......___.,,^^^^»...�._,._^.,,�,,..^,,,»,,,,,..,.,..,»........,,,»...,..,.,,,..^.�.,.,..,,�._^_^„��.�.._..�,-m____.> 5 NOTCHED STUD REINFORCEMENT; NOTCHED STUD REINFORCEMENT' NOTCHED STUD REINFORCEMENT r NOTCHED STUD REINFORCEMENT r; CUTCHOGUE NEW YORK '119 s SS STUB SHOE AND PLUMBING LINE PROTECTOR 6A SS STUD SHOE AND PLUMBING LINE PROTECTOR. fi6 HSS-SDS STUD SHC3E AND PLUMBING LINE PROTECTOR# '� HSS-SOS STUD SHQE AND PLUMBING LINE PROTECTOR 7B SS/HSS"SDS STUD SHOE CLEARANCE REQUIREMENTS] 7C a.,,:...,w- 1000-137.00-01.00-005.001 MSTC(16 GAUGE)AT TOP PLATE MSTC(16 GAUGE)AT TOP AND BOTTOM PLATE INTERNATIONAL RESIDENTIAL CODE-2006/200912012 8602.6,1 INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.8 DRAWING TITLE: i RPS28 RPS28 GENERIC DETAILS NOTE:WHERE TOP-PLATE HOLE OR NOTE:WHERE TOP-PLATE HOLE OR NOTE:WHERE TOP-PLATE HOLE OR NOTE:WHERE TOP-PLATE HOLE OR NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION CAPACITY BELOW ACCEPTABLE LEVEL, CAPACITY BELOW ACCEPTABLE LEVEL, CAPACITY BELOW ACCEPTABLE LEVEL, CAPACITY BELOW ACCEPTABLE LEVEL, '-- CONSIDER US iNG CTS218(SEE DETAIL 4} CONSIDER USING CTSZ18(SEE DETAIL 4} CONSIDER USING CTS218(SEE DETAIL 4} CONSIDER USiNG CTS218(SEE DETAIL 4) SET: ISSUED FOR: DATE: HVAC CHASE ( HVAC CHASE IN 2)ADJACENT EXTERIOR OR LOAD BAYS BEARING WALL MVAC CHASE kQ (2) ADJACENT % m BAYS !IVAt CHAr, iN E; d ` � EXTERIOR OR LOAD G(�IOES: I ,E ES ESi�2rivi3,C t i€irr L.A.RiuSiZ�;FLORIDA FL rri6p4. f CODES:ICC-ES ESR-2105;CITY OF L.A.RR25713;FLORIDA FL10852 ALLOWABLE ALLOWABLE BEARING WALL DIMENSIONS �'> gay. MODEL FASTENERS MODEL GA, NOTCH FATOTALR5 ALL DF SPLE TENSIS /IIF DS w A DIMENSIONS TENSION TENSION NO. (TOTAL) LOADS(DF/SP} GADS(S-nF/HF 1/2"NNO. W L WIDTH NAILS (160) (160) t e;�. W L NAILS (160) (1601 RPS18 12-16d 1380 1190 1 102" 18 5116" <_5 1/2" 12-16d 1380 1190 SEAL: DATE: MSTC52 16 12-16d SINKERS 1150 995 _ ..' < RPS22 16 1 112" 22511 7 16-16d 1805 1585 May 11th 2021 3 521/4 16-16d SINKERS 1535 1330 RPS28 1 1/2" 28 5116" <12" 12-16d 1380 1190 1 1/2" 28 5116"1 1805 1585 NOTES: 1.RPS STRAP TIES AVAILABLE IN ZMAX FOR ADDITIONAL CORROSION PROTECTION 2.USE THE RPS22 OR RPS28 W/8-16d NAILS EACH END OF STRAP, 16d BOX NAILS(Q135"X3i) :� PROJECT NO: MAY BE USED. ALLOWABLE TENSION LOAD IS ae e e e o a a a e e e a e 0,75 OF TABLE LOADS WHEN INSTALLED NOTES: a a e e a o 2{21-24 e WITH 16d BOX NAILS 1, MSTC HAS COUNTERSUNK NAIL SLOTS FOR A LOWER PROFILE. 09 a a aC3.TO MEET THE IBC REQUIREMENT USE THE RPS18,RPS22,OR RPS28 Wl 6-16d NAILS DRAWN BY:NOTES; RPS28(16 GAUGE)TO REINFORCE TOP PLATE AND RPS28Z 2. USED WHEN THE TOP PLATES ON TWO CONSECUTIVE BAYS rAr EACH END OF STRAP. `-; _ F NF 1. INTERIOR,NON-LOAD BEARING WALLS REQUIRE NO STRUCTURAL REPAIR. RPS28Z(16 GAUGE ZMAX )TO REINFORCE SILL PLATE. r" ":: U W CMA HAVE BEEN REMOVED- 4.TO MEET THE PRESCRIPTIVE IRG REQUIREMENTS 16d BOX NAILS(0.135"X 3 1" MAY BE USED. % "" �� y 2. STRAP MUST BE INSTALLED ON THE UPPERMOST PLATE INTERNATIONAL RESIDENTIAL CODE- 200612009/2012 R602.6,1 ) P DEF 3. INSTALL WITH 8-16D NAILS EACH END OF STRAP. ALLOWABLE TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED WITH 16d BOX NAILS. ~p> CHECKED BY: 4. NAILS SHOULD BE EQUALLY DISTRIBUTED TO BOTH TOP PLATES. 3, NAiLS: 16d=0,162"'DiA X 3 112"LONG INTERNATIONAL BUILDING CODE- 2006/2409/2012 2308.9.8 � r. TA JD'* a p " _..-...» .,_._.............»......._... .....-..»___.»,.-_......,,.,».-....__.__......__._______, ..__.._.___.,....,_,__...__»_...,.___»...__....»_._.__»»»_»_..»..»._..,»...-»»..,.,»_,»....._.,.-,.,»,,.,..... » ._ _ ..,...._.........,,.. _. _» _ .....,-_.._ __.._.____,..._..__....._..__.._..»_._._____.__».._,_.._,_.._.._._.r.._._._._._._,...,.,.»_.......,.»......_.-....._..,»_.__..,,,__,__„.__,._._,_._...._....»..»__,._..»»..»,_........,._»_..._...,,_._...,_.._......._.»..»_..,....-..........._....._..... _-....__,.._ ,... HVAC REPAIRS-IRC ; HVAC REPAIRS-IBC HVAC REPAIRS-IRG = HVAC REPAIRS-IRG = = SCALE: MSTC $A MSTC 8B RPS STRAP TIES 3A RPS STRAP TIES 9B RPS STRAP TIES GORE REPAIR FOR NOTCHED 9C m w ft4"= �,-0" M REPAIR IN Y € N VE AY TOP AND BLOTTO PLATE EPA (SING BA TOP AND BOTTOM PLATE REPA R SINGLE BAY TOP PLATE REI A!R(CONSECUTIVE BOYS} TOP AND BOTTOM PLATE REPAIR(CO SECUTI B S) O t ........ . .__.:.-. ( ) : TOP OR BOTTOM PLATES r . n ... „ ... . . .,,,. . , , HEE�I NUMBER. V' \Q 9/2 �� S V A�OFESSIO A G-8 DOB NUMBER: OF JAMES J DEERKOSKI,PE DEERKQSKI •I- ARM REStGN AND ENGINEERING Oil -VIL 4X OR 6X PROTECTED ZONE 7' i + A R m //-SHEARWALL END 71 sr3N IS,. ENr3iNF,--r_rJ1NG r POST PER DESIGNER INFILL BLOCK INFILL BLOCK PROVIDED WITH SIMPSON STRONG-TIE PROVIDED WITH INFILL BLOCK SHEAR TAB TO 'COLUMN STRONG FRAME STRONG FRAME MSTC PRE-BENT PROVIDED WITH CONNECTION BY DESIGNER SEE ARCH DWGS 0 DEERKO P SKI + ARM STRAP BY DESIGNER • STRONG FRAME DESIGN AND ENGINEERING DPC SHEAR TAB 1 6 LISMARY AVE. GUITE C WESTHAt4PTON BEACH MY 11978 631-767-6071 -------- CAPMq8138@AC1L.r_c;m WOOD NAILER AT SEE NOTE 2 STEEL BEAM BY 0 DESIGNER 0 ENGINEER OF RECORD: 0- STRONG FRAME--\ 0 09- 411 A 4:41 BEAM SEE NOTE 1 • row _J AS AN ALTERNATE TO i BEAM SLOPED ACV-BEAM, STRONG FRAME STRONG FRAME STRONG FRAME FLR JOIST CRIPPLE WALL FOR BEAM BEAM 3X BLX EA. STEEL BEAM AND SHEAR BEAM FROM STRAP E N G I N E ERI N G SIDE WITH� %-I I SHEAR TRANSFER BY STRONG FRAME TAB BY DESIGNER slfuctufai eng consu,75 © OTHER %'0 A307 BOLT HANGER BACKING BEAM I.J AS REQUIRED 1. PROTECHED ZONE INCLUDED THE FOLLOWING ELEMENTS: USE 10dx1 ELEVATION VIEW JAMES J.DEERKOSKI P.E. STRONG FRAME COLUMN . ....... NAILS AT BOT, A. LINK FLANGE AND LINK STEM in in In 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 JQ6L R OPTION STRONG FRAME COLUMN ?�yahoo rom 631-774-7355 B. BRP PLATES STRONG FRAME COLUMN jamesdeprikoski, NOTES: C. BEAM FLANGE AREAS CONNECTED TO THE LINK STEM (CONTINUOUS) (CONTINUOUS) 1. SEE 12/SMF3 FOR ALLOWABLE PENETRATION IN STEEL BEAM AND COLUMN D. COLUMN FLANGE AREAS CONNECTED TO THE LINK FLANGE 0 0 OWNERSHIP& USE OF DOCUMENTS: 0 2. DESIGNER TO VERIFY TOTAL BEAM LOADING INCLUDING REACTION *P'�OES C, SHEAR TAB AND BEAM WEB AT SHEAR TAB NOT EXCEED "Pmax" VALUE PER CATALOG B: CONNECT STEEL BEAM TO STEEL COLUMN 2. NO ATTACHMENT SHALL BE MAKE TO THE PROTECTED ZONE. STRONG COLUMN These drawings and specifications including the ideas, design 10 I=' _;�_ I q P) f i 1, FOR FLOOR JOIST TO BEAM CONNECTION. SEE I/SVIF3 OR 4/SMF3 1, FOR FLOOR JOIST TO BEAM. CONNECTION, SEE 1/SMF3 OP 410, and arrariqerr.ents�represented therein,are the property e, (CONTINUOUS) Deerkoski 4,Arm Design& Engineering,DPC. No part thfirpof shall be ropied,disclosed to others or used in HOLDOWN POST TO SMF BEAM PROTECTED ZONE MULTI-STORY COLUMNS (2 BEAMS) 25 MULTI-STORY COLUMNS (I-BEAM) 28 connection with anywork or project other than for which they STRONG FRAME 0 0 have been prepared without w-itten consent. UPLIFT CONNECTOR BEAM Dravvings&specifications,as instrucments of professional 6X SHEARWALL EN BY OTHERS SPECIAL MOMENT VA_ service,are and shalf'rernain the Property of the engineer. POST PER DESIGNER INFILL BLOCK BEAM BRACKET TO COLUMN FRAME COLUMN STEEL STUD (60OS350-XX) OR PROVIDED WITH WELD BY DESIGNER UPUFT=1270 LBS� CHANNEL (MC6X15,3) BY DES04ER HOLD HARMLESS: -SIMPSON STRONG-Te STRONG FRAME 16 WELD SST SMF WITH SLOPED ROOF BEAM BY DESIGNER Dee!koski+Arm Design& Enginerring, an C-10 F1=2685 LBS 41 STEEL MSTC STRAP PER 1 (3 Associated Engineer,are not overseeirin the construction of this DESIGNER (SHOWN 14't I E� - - - - I A ']B TYP. BENT PLATE building, BOTH SIDES) P F2=1315 LBS + STIFF AS REQ'D COVER NOMINAL MIN. NU. The z ,subcontractor, F_R JOIST (OUT OF PLANE) am/COL builder,tradesman or worker shall ins'�gate a Hold Harmless 1P _ 1 OF BOLTS SEC NOTE 2------' + LENGTH H _an Agreement between the drawing User and Deerkoskl+Arm De-�ign& Enqin,-��ring. DPC. BM B I OT� q I WOOD INFILL 8-FT 0 The user sriaif in fac t agree to hold Deorkoski+Arm Design& 10 Engineering DPC harmless for any responsibility in regard to the SLOT SHT'G- q- SEE 13/SMF3 F2,�p TO COLUMN 0 constf Licticri mezii is, inethods. techniques,sequences or BEAM AND BEAM 14-FT FOR STRAP R� / 11 = 6 prof,,ediireq, and for any safety precaut+cris and programs in STRONG FRAM 2x NAILE ,��Wi� �.Ijp 8 0 BEAM SEE STRONG FRAME:7 BRACKET BY DESIGNER '_ '"'____"_______'__ 17 1 5/8"0 CARRIAGE__- [) T T �'-SHEAR TRANSFER connec"or,with the work-�ind further shall hold Doerkoski+Arin NOTE 1 TO STRONG FRAME BOLTS 16-FT BM BOT. FLR JOIST BEAM F2 12 CANTILEVER BEAM AJ 1B Design&Enqinre-tng DPC ttarrnressfor tlic costs and problems I (OUT OF PLANE) AND CONNECTION PER '41 arising from'.-he negligence of the contractor,subcontractor, PER DESIGNER F2411 F24 'FT COLUMN BEAM W/ BEAM W/ (AWAY FROM STRAP) STRONG FRAME COLUMN 20 0 110 DESIGNER CFS STUD MC6X 15.3 AT BRP AT LINK-BEAM tradesman or workman, / . 1 635 LBS 10 Ll \ STRONG FRAME BOLTED CONNECTION The use of these,drawings also implics that Deorkoski+Arm STRONG FRAME BEAM DOUBLE L8X4 JOIST HANGER OPTION HANGER BACKING BEAM Design&Engineering DPC, shall take no responsibility for the AS REQUIRED STRONG FRAME NOTES- �QIST BEARING OPTION F1=1200 LBS F1=1200 LBS 'U"ET STRONG FRAME COLUMN STRONG FRAME A. BEAM TOP B. BEARING CONN plan user's failure to carry out the work in accordance with the INTERIOR J PL. BEAM COLUMN drawing contract documents or any and all applicable building 1. SEE 12/SMF3 FOR ALLOWABLE PENETRATION IN STEEL BEAM AND COLUMN B: CONNECT WOOD BEAM TO STEEL COLUMN (1/2" FLANGE) (1/2" RANGE) SINGLE BOLT CONNECTION AT LINK REGION nodes and manufacturer's specifications. STEEL COLUMN OR PIN 2. DESIGNER TO VERIFY TOTAL BEAM LOADING INCLUDING REACTION "P" DOES NOTES: 1. COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE NEEDS TO BE WELDED TO THE NOT EXCEED "PrInox" VALUE PER CATALOG 1, WOOD NAIIERS ARE DOUGLAS-FIR LARCH NO. 2 GRADE. SIMPSON STRONG FRAME 3, SEE 1/SMF3 TOR INFO NOT NOTED 2. ALLOWABLE LOADS LISTED ARE FOR ONE BOLT. A. W--COL B. HSS-COL 2. SEE DETAIL 11/SMF3 FOR PROTECTED ZONE REOUIREMENTS. WORK NO]I-S: 6x HOLDOWN POST TO SMF BEAM 2 COLLECTOR DETAILS 7 NAILER BOLT ALLOWABLE LOADS 12 INTERIOR PINNED BEARING COL. 17 CANTILEVER BEAM TO COLUMN 20 SMF BEAM ATTACHEMENT FOR COLD-FORMED STEEL CONSTRUCTION 29 /-INFILL BLOCK PROVIDED (E) WOOD BEAM HOLD DOWN POST WITH STRONG BEAM BY OTHERS WOOD INFIH WITH SIMPSON STRONG-T1E*QUIK DRIVE7i (E) WOOD BEAM NOTCH NAILER PER DESIGNER FRAME TB SCREWS OR PDPH POWDER-ACTUATED FASTENERS, NOTCH AT COLUMN AS REQ'D (E) JOIST (E) JOIST SPACING BY DESIGNER AS REQ'D. VERIFIED BY ATS ROD AND POSTS ATS ROD AND POSTS BY DESIGNER BY DESIGNER DESIGNER SIMPSON ATS 1A 1 2 CAGE HOLD DOWN STRAP CASE 1- INFILL BLOCK ATS CAGE TO (E) WOOD BEAM AND FASTENERS PROVIDED WITH BEAM WELD BY DESIGNER ATS CAGE TO PER DESIGNER STRONG FRAME AWAY FROM NAILER 0 BEAM WELD BY DESIGNER I - I ...... .. ...... HANGER PER DESIGNER 11 U 11 ''I'll,'', _q� / 1 11 1 1 1 ,- I I � - ,C. STRONG FRAME _5 BEAM BEA R ON BY 0 '0 BEA I v Q&$E 3: ADD'L STUD TO—\ MIN. STRONG FRAME BEAM 1) REPLACE 2X NAILER WITH 3X o : STRONG FRAME OMF NAILER AS STRONG FRAME I (E) WOOD BEAM I NAILER, OR BEAM BEAM ABOVE NAILER REQ'D BY DESIGNER 2) ADD 2X ON TOP OF 2X NAILER, NAILING PER DESIGNER, OR STRONG FRAME STRONG FRAME COLUMNAI A .11 3) USE 2X NAILER WITH 10dxl)/:Z- COLUMN NAILS FOR FACE MOUNT HANGER \-WOOD INFILL AND FASTENER 1 (E) BEAM BEARING ON E 2A: CASE 26: STRONG FRAME COLUMN_/J1_ BY DESIGNER STRONG FRAME STRONG FRAME.COLUMN (E) WOOD BEAM (E) WOOD BEAM (REDUCE HANGER SHEAR VALUE PER COLUMN STIFF. AS REQ'D STRONG FRAME BEAM (E) WOOD BEAM AGAINST NAILER AGAINST NAILER BOLTED NAILER SIMPSON STRONG-TIE WOOD PER DESIGNER I (SEAM CUT AND SEE 14/SMF3 FOR CONSTRUCTION CONNECTORS NQTIF.= CUT AS REO'D PER SUPPORTED BY STRONG UPLIFT CAPACITY CATALOG) 1. SEE WOOD CONNECTOR CATALOG FOR TB SCREWS AND C-SAS-2012 NM DESIGNER FRAME BEA NOTES: FOR PDPH FASTENERS 1. COORDINATE WITH SIMPSON STRONG-TE IF ADDITIONAL HARDWARE NEEDS TO BE WELDED TO THE NOIL NOTE M 1. (E) BEAM COULD INTERFERE WITH CONNECTION BOLTING AT COLUMN, VERIFY IN FIELD. 2. SEE DETAIL 11 FOR PROTECTED ZONE REQUIREMENTS SIMPSON STRONG FRAME. 1. COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE 1, SHEAR TRANSFER M STRONG FRAME BY DESIGNER NOT SHOWN 2. SHEAR TRANSFER TO FRAME SHOWN AS CONCEPTS ONLY, DESIGNER TO PROVIDE DETAILS. 2, SEE DETAIL I1/SMF3 FOR PROTECTED ZONE REQUIREMENTS. NEEDS TO BE WELDED TO THE SIMPSON STRONG RUE HOLDOWN POST TO SMF COL. 3 WOOD BM TO SMF COL. CONN. 8 WOOD INFILLS 13 ATS ROD[1HD ON STEEL COLUMN 18 ATS ROD ON STEEL BEAM 21 (E) BM PERPENDICULAR TO FRAME 26 (E) BM PARALLEL TO FRAME 30 BEAM AND BEAM STRONG FRAME* SPECIAL Ift MOMENT FRAME 'PEAMI. HOLD DOWN POST---,_ CONNECTION BY DESIGNER COLUMN FLANGE (E) FLR (E) FLR PER DESIGNER NN-1 / LINK FLANGE PLATE REMOVE WOOD NAILER SHEATHING SHEATHING FLR JOIST BEAM 0 /WELD AND SHEAR/STIFF, • PINNED AT EMBEDED PORTION (E) WALL (E) WALL PL, BY DESIGNER CONNECTION WITHOUT LINKS -0- SEE NOTE 1 BEARING PL RE-BAR BY DESIGNER HOLD DOWN STRAP--\ -74" MAX WALL OPENING AND FASTENERS WELD PER PER DESIGNER F436 WASHER UNDER all DESIGNER gas 4 _4 L R TAB BOLTS HEAVY HEX NUT IT SEE NOTE 2 A, WITH WASHERS -4: 4 • A )I ON EA. SIDE, COLUMN NAILER AS -\ A A ADD'L STUD TO COLUMN A -_PROVIDE (E) FLR (E) FLR ACCESS REQ'D BY DESIGNER UJ JOIST A HIGH STRENGTH BOLT -A A TO ANCHOR RASO CA5E is JOIST CASE 2: STRONG FRAME (E) WOOD JOIST (E) WOOD JOIST BEAM AND BEAM SIMPSON INSTALLATION AS A BEAM - 4 __L__J_ _L_ AGAINST NAILER AWAY FROM NAILER SEE NOTE 2 CONNECTION BY DESIGNER BP7/8-2 REQ'D CC Vi I LL J NOTES: _/..............V_ A 4 CASE 1- CASE 2: INFILL BLOCK 1. INSTALL BOLTS AND TIGHTEN IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS OR STRONG FRAME A ♦ STRONG FRAME COLUMN STRONG FRAME COLUMN PROVIDED WITH EACH FRAME. HSS COWMN--"'/Jd BOLTED NAILER PROVIDED WITH NOTES- COLUMN GRADE BEAM AGAINST (E) WALL/POST AWAY FROM (E) WALL/POST SEE 14/SMF3 FOR STRONG FRAME 1, BEAM REACTIONS SHALL NOT EXCEED 507 OF "Pmax" LOAD AS NOTED ON 2, THE TYPE OF JOINT (SNUG-TIGHT OR PRETENSIONED) MUST BE DETERMINED BY By DESIGNER UPLIFT CAPACITY CATALOG, DESTLER 70 VERIFY TOTAL GRAVITY LOAD IMPOSED ON STRONG FRAME THE DESIGNER AND SHOWN ON THE PLANS, STRONG FRAME COLUMN SPECIAL MOMENT-FRiAPE BEAM DOSE NOT EXCEED "Pmax" AS NOTED IN CATALOG. 3. DRAW PLATES TOGETHER UNTIL THEY ARE IN FIRM CONTACT BY TIGHTENING NOTES PROJECT. BOLTS. CAPS AWAY FROM THE BOLT HEADS ARE PERMITTED. IF CONNECTION PLATES NM 1. SEE DETAIL 11 FOR TRUE PIN WE DETAIL DETAIL APPLICABLE FOR BOTH CASE 1 AND CASE 2 NOTES; 1, COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE NEEDS TO BE WELDED TO THE CONDITIONS. 1. (E) JOIST COULD INTERFERE WITH CONNECTION 0XIINO AT COLUMN, VERIFY IN FIELD. 2. SUMMATION OF BEAM REACTIONS (FRAMING INTO STEEL COLUMN) SHALL NOT CAN NOT BE DRAWN TOGETHER SUFFICIENTLY, SHIMS ARE REQUIRED. TOTAL SIMPSON STRONG FRAME. 1 FOR CASE 1, VERIFY IN FIELD FOR OF BOLTED BEAM TO COLUMN CONNECTION ABOVE. 2. SHEAR TRANSFER TO FRAME SHOWN AS CONCEPTS ONLY. DESIGNER TO PROVIDE DETAILS, EKCEED 50% OF "Pmax" LOADS NOTED IN CATALOG. THICKNESS OF SHIMS UNDER A BOLT HEAD MUST NOT EXCEED 1/4"'. 2. SEE DETAIL 11/SMF3 FOR ROTIECTED ZONE REQUIREMENTS. HOLDOWN POST TO SMF COL. 4 STEEL BEAM TO SMF BEAMICOL. 9 BEAM-TO-COLUMN CONNECTION 141 PINNED BEAM CONNECTION 19 FIXED BASE CONNECTION 22 COLUMN BASE NEXT TO (E) WALL 271 (E) JOIST PARALLEL TO FRAME 31 Z 0 U M A S CONT. SHIM W/ 16d CONT. 4XIS (CUT TO DEPTH 7j;o I SST HOLDOWN LI-01 MAX V DIA.WLES AT 120' r_v - NAILS OR SOS y4X31" AS REQ'D) W1 SDS Y4X6" SHEAR TRANSFER )K 0 0 PER DESIGNER BY OTHER R E S I D E N C E HD POST 2X6 0 0 3915 STILLWATER ROAD 2X8 DBL TOP PLATE 0 0 PER DESIGNER 2X8 W/ SDS Y4X6" TOP PL. 0 0 CUTCHOGUE, NEW YORK 11935 TOP P MP PL. F SHAPED BLOCKING INFILLBLOCK WEB--HOLES DETAIL A PROVIDED WITH SIMPSON ATS 1000-137.00-01.00-005-001 STRONG FRAME L 1/2 CAGE LTP4 ATS CAGETO E PER STRONG FRAME 21.V H L/4 M 0 BEAM WELD BY DESIGNER DESIGNER I BEAM --- DRAWING TITLE: n_ ........................... ............. I Rz 9LLJ I - . .. ....... ........... B NAILER BOLT AT WALL, TOP FLANGE HOLES --J"--DFTAII 9 4J 9 STRONG FRAME LESS i To DET, 8 *1_0 DET. B DESIGNER TO COORDINATE GENERIC DETAILS SPECIAL MOMENT FRAME 14" N WITH SIMPSON STEEL BEAM, TYP. THAN 11" 3y2m L 4 DETAIL A --___-_--- L-A35 NOTES: PER 0 0 R L/4 H 4 1. FASTENER SPACING BETWEEN STRONG FRAME" SPECIAL MOMENT FRAME BEAM DESIGNER 154 SET: ISSUED FOR: DATE: DOUBLE 2X NAILER AND PLATE/SHIM/4X PER DESIGNER. • L-1-- E__ ?0 \-STRONG FRAME BEAM STIFF. AS REQ'D STRONG FRAME COLUMN 2. TOP OF CONCRETE TO MP OF FIELD INSTALLED TOP PLATE HEIGHT (H1) CAN PER DESIGNER ALSO BE ADJUSTED BY THE USE OF THICKER NON-SHRINK GROUT (2- MAX), OR USE NEXT NOMINAL HEIGH-L-MODEL AND LOWER THE STEM WALL OR FOOTING (SEE BOTTOM FLANGE HOLES 1. COORDINATE WITH SIMPSON STRONG-TIE F ADDITIONAL HARDWARE SMF2 FOR DETAILS) NEEDS TO BE WELDED TO THE SIMPSON STRONG FRAME BEAM TOP OF FRAME ADJUSTMENT 5 SHEAR TRANSFER SHEAR WALL HD ON STEEL BEAM 23 BY DESIGNER BM OR MERIOR FLANGE WEB INTERIOR FLAN,',E BM OR SEE PU COL FIELD INSTALLED COL. WEB NOTE 4-'\ FLANGE 7CF' PLATE NEW COLUMN \HOLES SIMPSON STRONG-TIE` INFILL BLOCK I)U 1 1 1 1\ 1 NEW HOLES PERMITTED A[* STRAP BY DESIGNER PROVIDED WITH 1 1 (SEE NOTES) STRONG FRAME EXISTING HOLES SEAL: DAT May 11th, 2021 in L( Ic FASTENING 6' STRONG FRAME SINGLE BOLT PROMM zw :U uaw� OLLIMN OR PIN JECT NO: AM CLEAR N� BY DESIGNER EXISTING L NEW MI C HOLE HOLE ........... ................ DOUBLE 2021-24 L8X4 fn. , DRAWN BY: STRONG STRONG FRAME BEAM A: WEB PENETRATION T.O.CONC. C) N CIVIA BEAM NOTES: BM OR COL.--// 61 CLR CHECKED BY� FLANGE C'J 1 DENOTES NO PENETRATIONS PERMITTED, 4" JD 0 A A A STRONG FRAME COLUMN 2, H DENOTES MAXIMUM 3/4- 0 HOLES AT 16" O.C. ARE PERMITTED. GROUT -z/ I A it STRONG FRAME COLUMN 3, LOCATE NEW HOLES 6* CLEAR OF EXISTING HOLES B'. FLANGE PENETRATION ANCHOR RODS--/- AS REQ'D SCALE: NOTES: W 1/4" V-011 1. IF POSSIBLE DO NOT SPUCE FIELD INSTALLED TOP PLATE WITHIN MOMENT FRAME. FULL HEIGHT STUDS BY 4. PENETRATION PERMITTED UNDER Pu (MAXIMUM FACTORED POINT LOAD) REGION A[-0. SECTION,A-4 2. WHEN TOP PLACE SPLICE ARE REQUIRED WITHIN MOMENT FRAME, DESIGNER To_ DESIGNER FOR OUT-OF-PLANE ONLY IF ALLOWABLE GRAVITY LOAD "Pmax' IS REDUCED BY 15%. DENOTE REGIONS WHERE PENETRATIONS ARE PERMITTED rZ' SHEET NUMBER: DESIGN/SPECIFY NO NAILING WITHIN PROTECTED ZONE. LOADING AND COLUMN LATERAL 5. SEE 9/SMF3 FOR MAXIMUM COLUMN REACTIONS. 50 BRACING. 6, HOLES MAY BE BORED THROUGH WOOD HAILERS AT LOCATIONS CORRESPONDING DENOTE BEAM WEB REGIONS WHERE PENETRATIONS ARE PERMITTED 1. CONTACT SIMPSON STRONG-TIE FOR AVAII-ABLITY OF SINGLE BOLT PINNED BASE CONNECTION. TO AN ACCESS HOLE IN THE FLANGE. RM 11' "Pmax" IS REDUCED PER NOTE 4. �OFES G-9 TOP PLATE SPLICE DETAIL 6 RAKE WALL DETAILS 10 ALLOWABLE BEAM AND COLUMN PENETRATIONS 15 SINGLE BOLT PINNED BASE CONN. 24 DOB NUMBER: or JAMES J DEERKOSKI,P @ DEERKOSKI + ARM DES11(31N AND ENGINEERING DPC 11 rSHFJ N T FLR L (AW ""UNI� MOM'N', 1_74 �MAX F�l �rio - N' T_ 7 71 [=SHEAR TA �----TOP PLATE SPLICE LENGT , �:r 7 s + ARI ES RIDGING BRIDGING f 2i/1) /tt DEERKOSKI +'ARM . -� DESIGN AND ENGINEERINt3 DFC ` t+✓�.- 0 !fi LIBRARY AVE. 6U11`E C WE6'TMAMpTDN BEACFI NY 1 3978 0 . a •/'- r .¢ 631-767-6071 C3ARMfi19651@ADL.CDM 0 0 0 4 r JOIST GIRDER r ``�,� e o JOIST a JOIST o ENGINEER OF RECORD: 0 a 0 0 c __. GIRDER 7, I E 7E,---R,;K 05 1/2" DIAMETER. CARRIAGE BOLTS (MIN) �-� 1-1/2' MIN. I W1 WASHER & NUT TYP C14STEEL BEAM E N G I N E E R f N G (TYP) siructura=Ong nverrn�jServices a cuosurt,iq JAMES J.DEERKC ISKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 jalnesdeerkosk€c@yahoo corn 631-774-7355 TYPICAL BOLT PATTERN FOR FLITCH PLATE Figure 3r4a Joists framing on a solid sawn girder. Figure 3.4b Joists framing on a ledger, Figure 3.4c Joists framing on a steel beam. OWNERSHIP&USE OF DOCUMENTS: _,....,.._..................d..,_..,.�... ........u...___...,..,..,...,......,,._... . ,., _,,,,_. „ ... ._. ,,,. These drawings and specifications including the ideas,design IT IS RECOMMENDED TO USE BETTER HEADER SANDWICH PLATE SYSTEM and arrangements represented therein.are the property of Deerkoski+Arm Design&Engineering,DPC. PREFABRICATED HEADER, CONTRACTOR TO VERIFY LENGTHS, INCLUDING BEARINGS No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as fnstrucments of professional service,are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design&Engineering.OPC,and there SHEAR WALL HOLD DOWN DETAILS Associated Engineer,are not overseeing the construCti0r)of this building, The use of these drawings by any contractor,subcontractor, builder,tradesman or worker shall instigate a Hold Harmless 2"X4" CONTINUOUS TRUSS OR CEILING JOIST Agreement between the drawing user and Deerkoski+Arm TERAS ' Design& Engineering,DPC. t LA RACE AT 0.c. t S , , TOP PLATE REQUIREMENTS FOR WIND EXPOSURE B & C � �+ The user shall in fact agree to tlo,rJ Or;':.rkoska Arm Design& _,........_._.._._...,.___.._._..._.,__.__._..._._._.__...... ........._.__.I...__._._.__.__.__,.__._._...__.__..._._...____„___ _.-._._._____.._______-.,._._---__.._,._. - GABLE END TRUS Engineering DPC harmless for any responsibility in regard to the -2-10d NAILS construction means, methods,techniques,sequence;or BUILDING DIMENSION (FT) 3 NUMBER OF 16d COMMON NAILS procedures,and for any safety precautions and programs in I PER EACH SIDE OF SPLICE t � connectior with the worn and further shall hold Deerko i+Arm � �- en5rresi,z D sign& Engineering DPC harmless for the costs and problems arising from the negligence of the contractor,subcontractor, 10-8d NAIL _. r,r, "HTT4a tradesman orwoOman. <,rr.-,rs __---._._....__ _ ---------; BLACKING AT 24” o. r p �^ kt r The use of these drawings also implies that Deerkoski+Arm _.1�tys fry _ Design&Engineering DPC,shall take no responsibility for the _...._ -----.,. _.._.,,,__.._,_...,,m,__..._............. _., .,-,,.,...,,..._....__..___-----_,__._. _ ,,.....,___,..,..._r,.,.,., ,r plan users failure to carry out the work in accordance with the t in contract d or any and all applicable building 26 8 _."'`, 9 r,s,r rrwr»; drawing d a SIpEWALL • °,;,,;f`,tV.,'„ � ._ .. ...-_..__.._.____ — - ; • codes and manufacturers specifications. ra n r t ovum tr • . � • t. � rhe neam ' 2 _ ,---___ ___. _ .___ __ ___.____ 1_0--___ __._,_--- - - -- 5d COOLER NAILS AT 10' 28 11 r "'-•-,..'^, ',T i i � . ENLIWALL i r • • • ; _,—CORNER STUD ' rr :s HOLDDO • ' • • CONNECTED TO WORK NOTES: 32 13 2x4 BLOCK NAILED TO EA r , ' 2-16d COMMON HOLDDOwN • ' * + TRANSFER SHEAR -= BRACE WITH 4--104 NAILS e NAILS 1O" o.c. �� t araesxla ► e � HOG 2-16d COMMON NAILS 6" o,c, BPI"Or, GYPSUM BOAR CORNER STUD i " w 40 _ , 1 � CONNECTED TO a • sp 1s HOG PsIrn ®, . _� Sd COOLER NAILS AT 7 20 GAGE STRA TRANSFER SHEAR 50 20 " ,� 7,A, i w,r"?pf,,r5 i --.� 10-8d NAIL 60 24 - 28 .----- - END WALL. STUD Figure 3.8a Corner Stud Holddown Detail - 3 Studs with Blocking Figure 3.8b Corner Stud Holddown detail -4 sutds 80_. __ _ 3 1. TABULATED SPLICE TOP PLATE TO TOP PLATE CONNECTION SHALL NOT HAVE MORE THAN 2- 16d NAILS PER 6 INCHES. 2. TABULATED SPLICE ASSUME A BUILDING LOCATED IN EXPOSURE B or C. 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL Figure 3.7a CEILING BRACING GABLE ENDWALL MINIMUM SHEAR WALL SEGMENT SIZE ASPECT RATIO: H1L<_3-1/2 i NOTCH DEPTH < 1/4d • d , WALL HEIGHT H SEGMENT WIDTH L HOLE EDGE 1/2 CDX PLYWOOD SHEATHING @ EXTERIOR W/8d 8t-111 ..�_..._,.__,___ __ 2'4't................_.__.,. ...__.,.� �._ DISTANCE > /8' NAILS @ 13 O•C, @ EDGES AND @ 12 O.C. IN THE FIELD 10 1 --------- OUTER OUTER 1/3 OF 9-1 ------- - OUTER THIRD SPAN ONLY HOLE DIAMETER OF SPAN ONLY < 2/5d 112"GYPSUM BOARD aO INTERIOR Wt 5d COOLED NAILS i STUD SINGLE STUD HOLE DIAMETER cr,T'O,C. Oa EDGES AND 10"O.C. IN THE FIELD < 3/ud DOUBLE STUD __ _._ __ SIMPSON STRONG-TIE HOLDOWNS__ PLATE MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS 1/4 JOIST HOLE EDGE DEPTH, MAX. 0 ~-- DISTANCE > 5/8' CAPACITY DIAMETER 2" Ml 1/6 JOIST DIAMETER---- 2" 4565 LBS_ 518" � 10-SDS 1/4"x 2-112" DEPTH1/3 MOISTMAXHDUB-SDS2.5 697E3 LBS 7/8 i 20-SDS_ 1/4"x 2-112" DEPTH, MAX, `'e HDQ8-SDS3 7630 LBS HHD011-SDS2.5 11810 LBS .__ .__. I_�3 `.,.._.__....__24�-SDS 1/4"x T" - ____.. __..__..._-..._...........................___.._____.. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RE-COMENDATIONS Figure 3.3a Solid sawn joist and rafter notching and baring limits. Figure 3r3b Stud notching and baring limits. o 0 0 0 0 f 0 0 I I o d" o - {` T" PROJECT: Uplift connectors shaft t�src w bypass each other to 0 [< prevent cross-grain i ;. . x, STUDS STUDS tension at band joist. i, _.., } € 0 1'2"min, awl ' ev`% y Le i` H= STORY WALL HEIGHT Z 0 U a a M A S #e Rebar L= LENGTH OF FULL HEIGHT ` SHEARWALL SEGMENT # _ , , i� 0 � Q H/L<3-1/2 R E S I D E N C E T WSW D six i xao lrua-uh x,w� o � � ; 3915 STILL.WATER ROAD . BP = CUTCHOGUE, NEW YORK 11935 ° ° 1000-137.00-01.Oa-005,001 ! i WHEN INTERIOR SHEATHING 0 0 r j TYPE IS GYPSUM AND ASPECT DRAWING TITLE: ` RATIONS ARE GREATER THAN 1,5:1 € 0 l0 r BLOCKING IS REQUIRED i o o I GENERIC DETAILS 1 TYP. CONNECTION FOR CMU FOUNDATION APPLICATIONS 0 SET: ISSUED FOR: MATE: SVV 1 alt i I 0 1 0 CONNECT HOLDDOWN SHEAR WALL HOLD DOWN DETAILS TO STUDS USING(10) 0 4 0 SDS 114"x 2-1/2"FASTENERS(TYP) I O ty 0 0 0 0 R, /-A I HOU4-30S2,5 HOL04Wh1 I I HDU4-8052 5 HOLDOM{s,9•THAs APED ROD) ,. m - � u {A9r.Ontm OmNa M,,d) -: Ct ftrrim:lrn Cc t�' st;;d7 ar` n " 4 a 4 4 e a a a c ATTACH TO STUD'WITH 110)114"x 2-112"SDS SCREWS) 9 d ATTACH TO S rUD WITH 1 t0)ltd'x 2-vZ SLiS SCREiNS) ° an v $ ° n a�( a DATE: (# d «crTi, E t{ o d A a A ct a a a € a ''t., a s s a ( a, May 11 fh, 2021 A6 4 4 i -' 4 I 4 a c r n a A PROJECT Na: a G a 4 a n of a �, 2021-24 I i ;UrvE yo DRAWN BY: CMA R CHECKED BY: JJD HDU4-50SZ5HOLDOWh1 SCALE: rPAlr:m:txtt atrythlcf sYvld) - a 1" - 1'-0" ATTACH TO STUD WITH 00)Vfx 2Af2TS0S CCREW5) 0 Q J.,; �� r,;utat• `. (' OA b�?.50 tG� SHEET NUMBER: G- 1 0 DOB NUMBER: OF SIMPSON HD08-SDS3 HOLDOWN W178'DIAMETER ALL THREADED ROD ANCHOR, EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10"MINIMUM.USE SIMPSON JAMES J DEERKOSKI,PE /� TYPICAL CONNECTION FOR TWO STORY APPLICATIONS SET EPDXY-TIE HIGH STRENGTH EPO,(Y ADHESIVE TO SECURE ANCHOR, DRILL 1" DEERKOSKI + ARM DESIGN AND ENGINEERIN13 DPG ISW `L/�J DIAMETER HOLE FOR EPDXY,FOLLOW(MANUFACTURER'S INSTRUCTIONS. THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING W r JOIST DETAILS When sheathing thickness exceeds Plate nail-16d Load bearing or shear wall above ALLOWABLE HOLES TJ1@ Joists trim sheathing tongue at rim board (0.135"x31"}at Floor panel nail-8d IRC 502-1 requires lateral (must stack over wall below) INTERMEDIATE BEARING Min.distance from Table A Min.distance from Table B I&hole may be cut Web Stiffeners 2x studwallat-, 12'on-center (0.131'x 24")at 6" restraint(blocking)at all NO LOAD BEARING WALL ABOVE Load beariing or shear wall No field cut Do not cut holes larger any in web out. DEERKOSKI + ARM Plate nail Plate nail-16d(0.135"x 3X') intermediate supports in above(must stack over wall holes In than IY2'In cantilever side of hatched zone DESIGN AND ENGINEERING DPC Plate nail required each side at 16"on-center" 16 on-center on-center Seismic Design Categories Web stiffeners required b efow when p resent) hatched at A2W 0,131-x 2YZ) Web Stiffeners required DO,D1,and D2 to Blocking panel each side at B3W zones\ 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH MY 1 1978 Blocking Floor panel nail-8d each side at A3AW DO NOT 631-767-6071 panel at 6*on-center" strengthen the floor Blocking panel lr-y� F-0 cut or notch flange, Attach panel 14"TimberStrand;' LSL diaphragm. 2x4 minimum W6" 0 `Z� " Web Stiffeners required per code or rim board.* squash blocks I I %V I ENGINEER OF RECORD: specification L11 2xD1 I D, I Closely grouped round 2 x each side at A3. W Rim joist Toe nail-104(0131"x 3") 81 W minimumholes are permitted if Rim-to the group perimeter nail min. r IY4"TimberStrand"�,, LSL or 12- at 6"on-center X (applies to all holes End of joists at except knockouts) meets requirements for Toe nail iLevel'-,,)lk'rim board.* When sheathing thickness 3/o round or square holas� si Toe nail Toe nail-10d(0.131'x 34) exceeds X",trim sheathing For rim board thicker than 1 74 centerline of at 6'on-centers` tongue at rim board -Attach TJI`Joist to rim board with one I Od(0.128"x3"} Web stiffeners support Table A - End Support DO NOT E N G I N E E R I N G required each Side at cut holes In cantilever Web Stiffeners F;rim joist nail.Top nail from TJI"',joist into rim board. B1W and B2W Minimum distance from edge of hole to inside face of nearest end support reinforcement, For rim board thicker than 1 Y4' Install proper blocking to -Connect corner with four 10d(0.1128"xY)nails.Toe nail required each side Must have IY4"minimum -Attach TJI"�;Joist to rim board with one 10d(0.1 28"x3") support all panel ed.es from side of parallel closure into rim board Blocking panels may be Blocking panels may be required JOIST Tir, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE JAMES J.DFERKOSKI P1, DEPTH 71� 83/ atA1W joist bearing at ends.Attach nail.Top nail from TV0 joist into rim board. required with shear walls with shear walls above or below 2" 3- 4' 5" 6Y2" I 1., 13" 2- 1 3- . 4- 5` 1 6Y," 7- 9%,"1 11- 13- 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 -Connect corner with four 104(0.128"x3" nails.Toe nail *See iLevel TJr-,Joist Specifiers Guide, #TJ-4000, and kw) above or below-see detail 61 (See detail BI) 110 11-01, 11-61, 71-01, 2'-s" 5%0' 11-01, V-6" 21 6w, T-6111 4-6" jamesdeerkoskj@vahoo cam 631-774-7355 Al Al W A2 UW rim joist per A 3 detail. from side of parallel closure into rim board A3.4 iLevet':,Rim Board Spocifter's Guide, #TJ-8000, for 210 V-r" 1'-f? 2%0" T-0" 5'-0- 1'4' a%O" 2'Ji" 4%0`1 5','y 1 A3 A3.1 U3_2 Conventional construction code minimum for use with W additional installation specffications and applications. 230 V-1)" 2-(," 2'45' X-6" s'6'" V-0` 2'-Cr �S%0" 4'-6' 6'-0" OWNERSHIP&USE OF DOCULIENTS. A3.4 e 1 360 V-6` V-0" X-O' W4 6'-0' 11-61, 21-6" 3_til 51-01, 51_c�l A3 only. See the iLevel TJI``�Specifier's Guide, #TJ-4000, Nail through 2x-cantilever,wood backer and lie 1%(11 T-0" V-0" V-0' 2-61 Z-6" 5'-0' 1 I'-T V-Cr' V-6' 2%6' 4'-F," &-6" 6'-r)' These drawings and specifications including the ideas, design I - and arrangements represented thr-reir,are the property of A3.1 A e-1.2 A3.3 and the iLevel Rim Board Specifier's Guide, #TJ-8000, 1A"TimberStrand- LSL or iLevel IlYa" 210 V-01 V-0" V-6` Z-F X-T 5'-Fi' 1'-V' V-0- 2-0" 3'4' 5'-9" F,'-fi Blocking TJI'u,joist web with 2 rows 104 W W W rim board. Nail to blocking panel 1170" 230 11-0" V-C` V-0" T-O" X-C' 3•-s•• 6'4 1'.0' 7.0' 5%6" T-T Deerkoski+Ann Design& Engineering,DPC. forA3,1-A3.3 installation specifications and applications. 6'-0"length of TJI,'-,joist 8"diameter maximum hole for I I��"- 360 V-0" V-0" T-6' Z-6" 4'-C' 5'-Q" T-0' il-cy, 1%0"l 2%6" 4'-0" 6'-�fl 13%6" No part thereof shall be copied,disclosed to others or used in with connections equivalent panel (0.148"x 3")nails at 6" reinforcement and Pier 16"deep blocking panels, 6"diameter 1X"TimberStrand-'` LSL or iLevel IV'rim in,floor panel schedule. on-center,clinched.Use — 560 T_rj" T,-w, 13-cr connection with any work or project other than for which they block. Use 4'-0"length maximum for blorking panels 9;/,' board. Nail with 10d(0128"x 3*)nails, Attach reinforcement to joist 16d{0.13 5"x 3y2')rails with 110 1*411, 11-01 11-0" V-0, VJO' V-01, F, (e 3',6' 4...... t�'-W 81-01, consent. have been prepared without writton consen Web stiffeners 4'-0"length of 8"diameter maximum hole for 11%8'- with 9/-,"and 11 TJF` deep or shorter than 12"long, one each at top and bottom flange. wit 1)one 8d (0.131" 2)/2") 3Y2"TJI'!;,joist 210 11-01, V-0, 11-01 11-61, 31-01, Ell-C,I V-0" V-0' V-0" T-O" C-O' W4." U-6- W-6" Load from above Y4'rc�nforccment 16"deep blocking panels;6"diameter Do no!cut flanges. nail at each comer r ange,widths 14" 230 _LLI 3,( required both 8"Gam maximum hole for I I __IE 1%0" V-6- 2'-�,` �, '.,,," I v vay 2%o1 4%fr (r 9,,o,,l I Drawings&specifications,as instrucrnents of professiciT.11 360 Y-O' V-6" V-0` 1%0" 2'-6' X-C" 5'-k5` K-O" I-Ct" 1'-()" 1',0' r-6°' �"J-` F; (J" service, are and shall remain the Property of the erigineer. a. sides at E I W 16"deep blocking panels;6"diameter on one side at E2, maximum for blocking panels 9Y;," Attach reinforcement to joist Horizontal blocking panels 560 V-0 iJ%0' 10%0` 7.) 4 J -01, V-011 14,11, -cr MLES& maximum for blocking panels 9X,,�" bW E3 deep or shorter than 12"long, 'th one 8d(0�111'x 2 between each joist. Nail to top F1 applies to 210 V 1101 11 1' Y' 11 T C11 Do not cut flanges. 1f`4"TimberStrand"', LSL _i� HOLD HAM deep or shorter t'Ian 12*long. mt 230 V.P11 V- XF" Do not cd flanges 171,it at cacti corner plate vAth connections equiva!e uniformly , 1'1_ 12"length of to floor .1 schedule, • loarlp�d joists Deerkoski+Ami Deslqn& Enginer-ring,DPC.and there 14"TimberStrand"' LSL reinforcement,on r pane only, r-ri" v-0, 1'-f;" 1%')" _71_171_i-,,� 3--v'l V,%wl 1( "'.6, 'I'JJ 1'1_'Cr Associated Engineer,are not overseeing the coristructinn of this one side at E5. 6; 4" 5- V V V 1 10- 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17- building. Attach reinforcement to Wood I or iLevel"` 14"rim board. 12"length of Y4" 'eik - The use of these dr8wings by ow, contractor,subcontractor, oist web will,. 3 rows 1 Od In fos at E6 r 360 V-011 5%0" 4", Full depth vertical reinforcement on backer V-0" V-0 0 I_P111 1*_(;' 4(j11 6* 4 i, (0,148"x 3')nails at 6" 560 5.,Q 1r 4- _#3" 1 V-D" 12'43' +a'-6" builder,tradesman or Worker shall im.gato a Hold H,rml ss blocking between one side at ET Agreement between the drawing user and Deerkoski+Arm on-center,d7nched Use 2 both sides at E8 20'C. 360 r-o" 2-U* PJ T 10'-6' 1--w 1%cr V-D" 2'-6' W-0" 11-J,' 11--0' 2Y4 min!-num each joist N. 560 :1:(:, 1.t, Design& Engineering, DPC. Attach reinforcement rows w�,th 9,?,"and 11%" squash blocks Att, The user shall in fact agree to hold Deerkoski+Arm Design& to joist flange with 8d(0.131" TJI- ioists. than 5' Lf"IS than 5" Table B - Intermediate or Cantilever Support Engineering OPC harmless for any responsibility in reg,-,Ird to the x 2:12")nails at 6"on-center, a 1X"TimberStrand" LSL or T Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support construction means, method,;. technklues,sequence,or When reinforcing both sides 'n in Use 2x4 minimum squash blocks to Level' 1X."rim board ac,grain U4 Not for use with 3%2" TJI joist flange widths WEB STIFFENER ATTACHMENT procedures, and for any safety prer-nul;ons,and proqrry F, CS transfer load around TJI.1�)joist hori ontal 'Col stagger nails. JOIST TJV� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE connect'or.livith the work and furiher shall hold Deerkosk;4 Arm closure.typical. DEPTH 2" 3- 1 4- 11" 1 13" 2" 1 3" 4" 7" 8��" 11" 13- Design&' Ungineering DFIC harmirss for the costs and prohloms X"minimum I - 8 E03 Option i0: 2-X"maximum 110 1'-6' 2*-6" X-0" 4'-0' 1%6" 1.6 2-6' Y-6 b'4i arising from the negligence of the contractor,subcontractor, UW EXTERIOR DECK ATTACHMENT TJlk Joist blocking with end for TJi 210 11.1 2 0 1." 2'.6' T,6' 'Y-0" 414" 6%0" T•-n` tradesman or workman. Structural exterior sheathing Apply suhf[oor blocks installed ot/ 560,560D, slyall The use of these driawings also Implies that Deerkoski+Arm .,joist-span 230 2'-V' 3'�O" 4'-0" 5'-0' F-O" 2-6" S-0' 4'-A." 6%b" 7-K' Filler block:Attach with ten 104(0,128"x adhesive to all locations using 847 joist) Web stiffener each side- 360 -0" 4'-0" '�-6` 6'-6` Q'-O' 3114Y, i11_61'1 71-Fl, 8'XII, Design&Engineering DPC,shall take no responsibility for the 5�m I With point load from above,install web 110 1'�Tl V.0" 1%6" Z-6` 4'-0- 4--fY P'-O" 4%P" 6'-P," work in accordance with the 3")nails,clinched.Use ten 164(0,135'x Flashing contact surfaces two 8d(0.113"x 2,Y plan user's failure to carry out the Sep sizes below. stiffener tight to top flange(gap at bottom 210 1141_L:L 2'-W T-C" 4%6". 5%(Y' 9',e" T-6" 8"0"110'- 3/,,')nails from each side with 3/,,'TJI," nails or drawing contract documents or any and all applicable building Flush bearing plate required, I Tight ft* flange)when there is no support below, 1134,- 230 V-0` 2'-0* 2'-6' T-6' F-0' T15" 94 r-" 1%rv, 2,6-1 s.wl 5,ro- Pr o-, 8'rrl in,0 Hanger height must joist flange widths. Use fifteen nails with Maximum/"overhang Treated 2x 2Y."screws, 360 21-01 X-011 V-6` 11--o' 2-0., 31-6' t-w 9,_61 9116, 11,_0" codes and manufacturer's specifications. I�E E:L L:21 be a minimum of 60% TJFjoist depths greater than 16". to typical Nailing Requirements 560 V-15" T-O" 4'-6' 5'-6` 8'-O" 8*_611 121-011, T-W 4'-6" ,Backer block: Install tight permitted at beam. ledger Depth Minimum Web of]o t e th to top mount(tight to TJ!Joist Series NumberNails 110 V-0` l*-0` V-()" 1'a" 2%0" 2'-U' 4'-6" 8'-W 0" V-Y V-0- 2'49- 5-0" 6-0` 9-0-112'-0- bottom flange with face See fastener 11X"TimberStrand�3, LSL (in.) Stiffener Size Type End Intermediate 210 11-011, VXY 11-01 11-0". 7-61* T_0" 51-0" 91-01 1 V-0" V-0' 2'-0' 3*-F;' 6'-G" T-o" 1V-011 12'-6« WORK NOTES: 14' 230 11-01, 11. o., v-0- 2,-O.l 3,-0'1 T-6" 5-6' IW_0" V-1)" V-G' 7-6" 4'-D' c,,-o,, r-6,- iv-6- 1T-w or il-every IlYa"rim board. 11D All x 2VIr mount hangers).Attach table below. Maintain < Option#2: 12'-6' 10*4' 12'-G" with ten I Od(0,128"x 3") 2"distance(minimum)from 2x-strapping installed at Y3 210 All Y4"x 21/716" 8d 560 11-0" V-15" 3'-6' 5'-61 6'-6"l 9.6' 13'-6" I,_V'I T-W F-9' 7'-0'1 1U,-Cr IV-V" 13'-6' 15-0' Top mount nails,clinched when edge of ledger to fastener. 230&360 All �/e"x 2X16" {0,113",y Vj") 210 V-17 V-0-_I�L V_Y' T-0- 5%6` Y-s" 14-fl V-0"I V-Wl 2'-0-1 4'-6- F-611 91-6" 121-6"1 joist-span locations using two s33 All 1"x 2'/116" 1 1',0` V-0' V-6' 2'-0*' 4"0" F,61 VY-61 1.011 v-0-1 1"Oj 2*-6'1 hanger possible. Allowable Load I Factored Resistance(lbs) Z12"screws per joist,typical s31 & 3 3 16*1 230 -V-07 6� 3130 1'-O" v-0- 1'-0- IT-15" 1'91 V-0"1 2'-0`1 4'-G'1 �-6�117'- I 1%0"I w-a, 6,-r,1 lo.-O" 1 7 1, F-6`1 IT-0 14 Ol Backer block Fastener 1y4-TlmberStrandrF-, iLevel IY8rim board Option#3: 560&s47 All 2x4 16d 1 560 1 v-01 1'-w 1 T-6" 3'-s" 7'-0`1 ir-0-1 15-0�.1 I r-o-I 3%6-1 5,-6,,l 9,-crl 10-4]14*-W1 16.0-1 W-0-1 Face mount both sides of web LSL rim bL>ard Directly applied ailing (0.135"x 3Y2') 4� 5- 1 7- 81' 101, 1 12- 15- 17" hanger with single TJ!111� -Ya"tag bolt 400/630 N.A./N.A. — 18" 4 4 6- T' 8" 10- 12- IS- 17- 4- V V joist Y2"lag bolt 4751750 400/5750) 20" 164 5 5 18" 1 Me 11a011 11-01, 11-0 --= 3`-a"_s:Q:_am 15%(r— J.-o"_I--r- &-ty, r.-R^ sides of When specified on the layout one of 560D 2x4 1 560 -V-0' V-0' V-0' 1'-0" 2'-0' 6*-Y' M-01' 16'-t:" V.(Y Web stiffeners required if With bp mount hangers,backer block required (1)This factored resistance is with a Yp"gap between the rim board and deck ledger UB 1 22* (0.135"x 3Y2") 6 11 1 3r,0 1"o- v-D., v-0- 1--w 1.-v x-q, 6'-0-= 15. hanger do not laterally support at only for downward loads exceeding 250 lbs or for ULA o Allowable load determined In accordance with AC 124• the above bracing options is required 24" 6 13 20, 1 560 11-01, 11-0" I,-cr 11-A" 1'-a" v- least Ya"of TJI','�,joist top flange uplift conditions. a Corrosion-resistarit fasteners required for wet-service applications, Pertwtguterhutcs based nn measatenTpra of lengost c;&-, • Holes may be located vertically anywhere within the web.Leave Ya"of web(minimum)at top and bottom of hole. FASTENING of FLOOR PANELS Knockouts are located in web at approximately 12'on-center:they do not affect hole placement. Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES BEAMan a-' COLU M11011 DETAILS TJI,$'0) Rim Board T.116Jolsts 110 210 230 or 360 560 9 For simple span(5'minimum).uniformly loaded joists used in residential applications,one maximum size round We may be located Nail Size 110,210, 360 and lLevet" TimberStranW,11-St. Microllams Parallam-s, at the center of the joist span provided that no other holes occur In the joist. 9y2_or 9Y2"or 14"or 9y2-or 14"or IS"or 14"or 18 or and 230 560 TimberStrandl LSL or wider LVL PSL Depth I'llyal. 14' 11'/a" 1 16�. 11%'- 1 16" 20" 1178 16" 20" * Distances are based on the maximum uniform loads from current iLevel specifier's guides.For other load conditions or hole BEARING FOR DOOR BEAM TO BEAM BEARING AT 8d(0.131"x 2Y2") 4" 3" 6. 4" W 3" 3" Filler Block 0) 2x6 2x6 2x6+X" 2x8+%" 2,y 6+Y2" 2x8+,Y2' 2x12+Y2" Two Two Two configurations use il_evel,�)TJ-Beammr software or contact your iLevel representative. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL lad(0,148"`x 3"),12d(0.148"x 3)/4.1 4� 6� 4'= 4- 4- 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 14"TimberStrand`�' LSL or iLeveIN1 lys' 16d(0.162"x 3Y2") 6" 16" 6-12) 8- 6- 1 Cantilever 2x6 200 2x6+Yp' 2x10+-X" 2x6+Y2' 2x10+X" Not rim board or blocking for lateral Strap per code if top plate 1 6,121 Filter 4'-0' 6'-0' sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams is not continuous over (1)One row of fasteners permitted(two at abwlinq JrtX'Joist and panel edge (Detail 154) long long 4'-0"long 6*-0"long 4'-0"long 6-0'long I edges)for diaphragms,Siogger nalls when using 4'on-ce nter spacing and maints. support header distance,For other ap rficat�ons,m�3; ows of la,,tpners wr,pt',mittcd If'he rows ap offs�,t at leist Y2"and staggered. Backer Block(1) 1.55E TimberStrand®R LSL Headers and Beams (2)Can be reduced to 4"on-center if nail penetration into tho narraw edge is no more than IX'(fo avoid splitting)- (Detail F1 or Of 11'Net 2x6 2x8 2x`12 2 x diameter of the I cr H2) I I largest hole(minimum) Recommended nailing is 12'on-Center in field and 6"an Center along panel edge, o 14 ga,staples may be substituted for 8d(0,113"x increase fitter and backer bfr.)cA-height for face mount wncprs and xnaintRin Y�'gap at top ofif,ist:see detail V1.Fiflpr and Allowed hole zone TJIV joist or rim board is achieved. 'n '7 W';. Fastening requirements on engineered drawings supersede recommendations listed above. 2y,")nails if minimum penetration of 1'into the, Y;Igths should accorrod,.ife requred nai1,,.,)g varhout splitting(12'minlrwrn fc,�r backer blocks and 24'minimurn forWer0kcks) Yj depth Top mount • II-evel recommends using a non-polyurethane subflw adhesive on all Contact points hanger between panels and floor framing. e Maximum spacing of nails is 113'on-crnter for Fac mount Protect untreated TJ19,joists, Joists must be laterally supported at 0 10 hanger wood from direct, •Nailing rows must be offset at least Y."and staggered. cantilever and end bearings by blocking a 0 a Column contact with 1 feadef of Beini Maximum Round See current!Levet:',literature concrete panels,hangers,or direct attachment to Depth Hole Size L1 L2 L3 a rim board or rim joist. Safety bracing(1x4 9/411-9z'" 3" for framing connectors Silent Floor@ joist framing minimum)at 8*on-center(6' 8-- 1 ly"-I I 3X" on-center for TJF. 110 Joists)and 14"-16' a`/" does not require bridging or extended to a braced end wall. See Illustration for allowed hole zone MULTIPLE MEMBER CONNECTIONS mid-span blocking El Fasten at each joist with General Notes FOR TOP-LOADED BEAMS (1) two 8d(0.113"x 2Y2")nails minimum * Allowed hole zone suitable for headers.and beams with (see WARNING), uniform andlor concentrated loads 13/4"-Wide Pieces: * Round holes only • Minimum of 3 rows I Od(0.1'.'8"28'x 3')nails at 12"o,c. a No holes in headers or beams in plank orienlafon,. • Minimum of 4 rows I Od(0.128"x 3")nails at 12"o,c, DONOT bevel cut H2 for 14"and deeper beams ELEVATED joist Al Other !Level@ Trus Joists Headers and Beams • If using 12d-1 6d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE beyond inside face 111N, Rim board joint BEARING AT nails,the number of nailing rows may be COLUMN CAP OfWall. I ri I between joists DO Noroverliang seat cuts Microllamo�, LVL COLUMN reduced by one. on Seams beyond the inside 1.3E TimberStrandr-) and ParatlamT,�PSL LSL hole zone hole zone 2 x diameter of the Y A3 lace ofsupport member. largest hole(minimumV 3 depth 3Y2"-Wide Pieces: DONO cut,notch or drift 9 Minimum of 2 rows X'bolts at holes In headers or beams 24'o.c.staggered d 't: __7 c— except as Indicated In iffustratlons and tables. (1)Load must be applied evenly across entire beam width.Otherwise,use connections for side-loaded beams. `Optional TJ19 rim joist LSL Microllamc9 LVL and Verify column capacity11"TimberStrand��I I I ;�./ L3 ParallamAPSL Heoder or Beam Maximum Round and beam bearing Additional nalfing or bolting maybe non-shrink 11� or iLevel lYs"rim board. allowed hole zone Depth Hole size length.See current required with side-loaded multiple-member P1 P2 P3 grout A2 middle Y3 span 4/a" PROJECT: iLevel literature. beams. Refer to current product literature. 5Y2 Ll u 1.3E TimberStrandO LSL allowed hole zone U 7X--2W 2' HI See illustration for Allowed Hole Zone" B2 General Notes Me JOIST NAILING REQUIREMENTS at BEARING Squash Blocks to TJIO Joist 83 * Allowed hole zone suitable for headers and beams with uniform loads only. 0 U M AS T.111(g)Joist to Bearing Plate # Round holes only 14"TimberStrarI0 LSL or (Load bearing wall above) * No holes in cantilevers, R E S I D E N C E !Level',"IY8"rim board. One 10d(0128"x 3") a No holes in headers or beams in plank orientation. nail into each flange111 B4 Use 131 or B2 at 3915 STILLWATER ROAD intermediate bearings One 8d(0.11 "x 2;/;!") nail each side.Drive INSTALLATION TIPS with load bearing or CLITCHOGUE, NEW YORK 11935 nails at an angle at I , �IfARNING t- V I Subfloor adhesive will improve floor shear wall from above 1000-137.00-01.00-005-001 least%"from end. performance,but may not be required. End ofjolsts Joists are unstable until braced laterally at centerline 1Y4"minimum bearing at Also see detail B2 of support Braced end wall- Bracing Includes: end support;3Y2"minimum Squash blocks and blocking panels carry see note 3 under a Blocking 0 Sheathing 0 strut Lines at intermediate support stacked vertical loads(details BI and 132), WARNING 0 Hangers 0 Rim Board 0 Rim Joist Shear transfer. Connections equivalent to Packing out the web of a TJr joist(with web [H11 DRAWING Haar panel nailing schedule stiffeners)is not a substitute for squash blocks or blocking panels. Rim to TJI'P Joist IV'TimberStrand5 LSL or 3Y2"wide TJIT,rim When joists are doubled at non-load bearing 10 GENERIC DETAILS parallel partitions,space joists apart the width iLevel 1Y8"rim board or joist:Toe nail with <_ of the wall for plumbing or HVAC. 1%"Wide TJI"D rim Joist: 10d(0.128"x 3") nails,one each side 3Y"wide TJIt Exterior Deck jo 9 One 10d(0.128"x 3")nail z Additional joist at plumbing drop(see detail). 4 0 DO NOT walk on ists DO NOT walk on DO NOT stack building LA into each flange of TJIv joist flange floor joist Aftachment until braced• that are lying flat. materials on unsheathed SET: ISSUED FOR: DATE: 2,V16"-2 5/,,"wide TJI*rim • Structural INJURY MAY RESULT. joists. Stack only over L A 0 joist: One 16d(0.135-x 3y;wide TJI,� sheathing beams or walls. 3y,")nail into each flange rim joist 0 DO NO r use sawn WARNING NOTES: IY4"minimum bearing Top View lumber for rim Lack of proper bracing during construction can result in serious Locate rim boardJoint between joists. board or blocking, Protect untreated wood as it may shrink accidents.Observe the following guidelines* BEAM ATTACHMENT at BEARING ShiftedAdditional from direct contact with See ALLOWABLE after installation. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJIa)joists must be completely installed and prop"nailed. joist Plumbing drop joist concrete knockouts 0 H3 HOLES Use only 2.Establish a permanent deck(sheathing),fastened to the first 4 feet of joists at the end of the bay or braced and wait. 114*TimberStrancl`�� LSL engineered lumber, 3.Safety bracing of 10(minimum)must be nailed to a braced end wall or sheathed area and to each joist. 7:* or it-evel"`1ya"rim board. at approximately 4.Sheathing must be completely attached to each TJf,,?joist before additional loads can be placed on the systerri 12"on-center 6,Ends of cantilevers require sa.ety bracing on both the top and bottom flanges. 6.The flanges must remain straight within 112"from true alignment, TIRUS J01Z 17 Bearing plate to be i2l, b One 1 Od(0.128"x 3")nail each Drive nails t an See framing pan(if applicable) flush with inside fa Sil ent Floor' 4t angle to minimize or iLevelF)Framer's Pocket ofwall orbeam AWeyerhaeuser, iLevel@,Microllamv, Parallam9,Silent Floore,TimberStrand,,g),TJIV. ,and Trus Joisto- are registered side of member at bearing, splitting of plate Guide for minimum end and 'A minimum from end intermediate bearing lengths. `.,-:1r, F, trademarks of Weyerhaeuser NR. Q 2009 Weyerhaeuser NR Company, All rights reserved. Printed in the USA. SEAL: DATE: June 2010 ReorderTJ1015 May 11 th,2021 This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information, PROJECT NO: 2021-24 INCtv DRAWN BY: DEr,y 0 C CMA 0 CHECKED BY: JJD UJ SCALE: 1/4" V-0" 0 _E I sk SHEET NUMBER: B'O' 1-n i G- 1 1 ,,an k s pimum End *E )e n Oil cel su Wet)Stiffen, 4'- 2 Attach Ell,Ith r DOB NUMBER: OF JAMES J DEERKOSKI,PE @ DEERK051<1 + ARM DESIGN ANa ENGINEERING DPr- a DEERKOSKI +ARM} .% L L CIESIGt'+t AND EN}".7tNiwEi2}Nth C}P};'r 16 LIBRARY AVE. SUITE C WE5'THAI PTON BEACH DIY 11978 631-767-6071 CARMS8SS()A0LXDM SSTB28 MINIMUM SSTB ANCHOR REQUIREMEWISS 4 ENGINEER OF RECORD: WOOD STRONG- SLAB ON GRADE- GARAGE CURB MEED LINE t AND METAL STRIP WITH lOd COMMON (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8' GLB s .: t :..: WALL MODEL CORNER AND STEP-DOWN END AT HEADER, FIELD NAIL THRU SHE HIN FULL LENGTH GARAGE HEA SW16 STRAP/WHEN HEADER SHIM NGLB Sw22 SSTB28 PRE-INSTALLED NAILS OR 16d SINKERS AT LOCATID S NOTE, S 4' MINIMUM SIZE SHALL BE, SEE DET. 4 �. -. - Y. NUT AND MARKED BY PAINTED DOTS LOAD PATH DESIGN AND 4 x 12 DFL E HDQB HOEDOWN E N G I N E E R I IV G ° SW18 PLATE WASHER ,' DETAILS ABOVE HEADER T I 3 1/8 X 12 GLB .' I sifucr,,fakcr, r;eenny;crv,ces r consuting 4 SW24 SSTB2EI '' TDI�OF PANEL BE PROVIDED BY OTHER ALTERNATE HEADERS ALLOWED, I 4 SW32 © SEE ICC REPORT, __�.----10 ga, STRAP-SEE —.� — r I� P JAARt 5 J.DEERKU5K1 P.E. S W 48 `Z 16 LIBRARY AVENUE,SUITE C,WWESTHAdPTON BEACH,NY 11978 NOTES, � E— * ° ? �¢° o o /° ; }amesdeerkoskiCayahoo.com 631-774-7355 ' ALL THREAD R `� ° t « 1, ADDITIONAL APPLICATIONS MAY USE t, � 0 � ° o �� ..� 6 0 �� « � � SHEATHING TO HEADER OlAtNERSHiP&USE OF DOCUMENTS: THE SSTB WHERE THE DEMAND UPLIFT COUPLER NUT --� « ° 3 These drawings and specifications including the ideas,design o... a 4.. n n FORCE IS LESS THAN THE ALLOWABLE --'�- BEARING PLATE W/ --� � ° >� ° � SEE DET g p g s "' - ._ R Lli }-4 SWP and arrangements represented therein,are the pmperty of SSTB LOAD SHOWN IN ICC-ES ESR-2611, WITNESS HOLE > SDS 1/4 x 2 1/2 ° ,a'° 0 A w44 0 ° FIELD NAIL 10ga STRAP Deerkoski+Arm Design 8 Engineering.DPC. ' — TO POST & HEADER 2, W18X8, SWc.4X8, SW32X9, VISIBLE FOR SCREWS PROVIDED No part thereof shall be copied,disclosed to others or used 1n FOUNDATION SW48X8/9/10 UNDER SEISMIC LOADING MAY INSPECTION ''` �1._ WITH WALL, ° a HEADER WITH (10) 106 COMMON J �`�` --TOP PLATES OF STRONG-WALL connection withany work or project other than for Which they (DESIGN BY OTHERS) USE SSTB28 WITH NO LOAD REDUCTIONS. 'HEADER (BY OTHERS) \ NAILS DR (10) 166 SINKE have been prepared without w irten consent. n 5/8' DIAMETE , i { STRONG-WALL POST. a« ,` , > d a 4 1/2' SHIM IS PROVIDED I H 4' �` + ` / NAILS AT TOP AND BOTTOM hIAXIr',Ur� UPLIFT F❑�; ALL OTHER MODELS � e Drawlnc;s 8 specifications,as instrucments of professional ANCHOR BOLT ° ¢ STUD SHOE NOT « « WALL, BUT IS NOT P,EC)IJIRr OF EACH STRAP, service.'are and shall remain the Property of the engineer, SLAB NOT SHALL BE LIMITED TO 10,085 TBS, (WIND SHOWN FOR CLARITY, ' ' / a AND SDG A&B), AND 8,475 LBS. (SDC C-F), h ° ° ° « I SDS1/4'x6' SCREW"11/1 __ SHOWN 3. FOUNDATION DIMENSIONS ARE FOR a°� a ° m PANEL SHEATHING t�oLa HARMLESS: FOR « 4 NOTE; ` ° ° ANCHORAGE ONLY, FDUNDATIO14 DESIGN d `� Dei- t:F.!, +Arne Desi &Engineering,DOC,and there CLARITY �° F OSITIOr'J FIEADk R FEU H ' g £SIZE AND REINFORCEMENT) BY OTHERS, d e . a 4 «° `. °° t �' SDS 1/4 X 6 SCREWS Associated Engineer,are not overseeing the coistruciion of this THE REGISTERED DESIGN PROFESSIONAL e AGAINST STRONG—WALT° a `y; building. ° `ta d . ° PERIMETER METAL SHEATHING, ' >° The use of these drawings b an contractor,subcontractor, e i MAY SPECIFY ALTERNATE EMBEDMENT, `' Q 4 « �' - `� ° U-CHANNEL `"�. � �`� tradesman or worker inu gate a Hold Harmless * n ° ,yb o G •,.� i builder, otj { ° FOOTING SIZE OR ANCHOR BOLT. o a d A 4 4 «° � '° Agreement between the drawing user and Deerkoski+Arm _ 4. SEE ICC-ES ESR-2611 FOR ADDITIONAL d _ �t -- _ ' _ - - (,deign& Engineering.DPC. SSTB INFORMATION, e c d 4' The user shall in tact agree to hold Doerkosm+Arm Design& Engineering DPC harmless for any resperisibility in regard to the a nstfl;ct;on means, rnMhods,techniques,sequences or prc,{:ecRirPs, and for any safety precauticns and programs in connectior with the work and further shall hold Dr erkoski+Arm S S.L. ANCHORAGE 1 P T L ILL TOP O WALL T 3 TOP OF WALL CONNECTION ". PORTAL LL ECT 5 C}esign from ie ering eDPCnce harmless for tt,e costs and problems ms urt�iny from tI'1G'regliaence of file contractor,subcontractor, tradfi. marl or workman. The Lisa of these drawings also implies tha#Deerkoski+Arm BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE FULL LENGTH GARAGE HEA (DESIGN BY OTHERS) MIN, HEADER SEE Design& Engineering DPC,shad take no rccorda bie for the plan user's failure to carry out the work in accordance With the (DESIGN BY OTHERS) SINGLE PORTAL SYSTEM 5 6 drawing contract documents or any and all applicable building DOUBLE PC7RTA1 SYSTEM DETAI OR 1' MAXIMUM DIAMETER' HOUE codes and manufacturer's specifications. 6I xIMUM 12 DFL E SMALL BEI ` � SWP SWP IN FRAMING MEMBERS,ONE HOLE PER MEMBER N Y 5 1/8 X 12 GLB SHEATHING woEZK NOtEs: ALTERNATE HEADERS ALLOWED, SEE ICC REPORT, �. ---10 gat STRAP-SEE 4 �. 1/o . p C3 P t ! 4.— r ' LSTA24 STRAP (MI i r LSTA24 STRAP (M % AT BEAM TO POST ` MIN, HEADER SEE # �4t` ,; I I� f.' AT BEAM TO POSTLd SHEATHING TO HEAD DETAI 5 6 t'. ' '�; cr, 8` MIN. 16` 4' �} / TYP LOCATION OF NOL 3 / SWP SWP t I� 8 MIN, 16 4 SEE DET SWP ,�� !, �' HEADER SUPPORT POT , .,{ (DESIGN BY OTHERS) 7/8' (MAX) DIA, /� (MAX) DIA, HOLE THROUGH CENTERLINE (3)-LTP4 AT SUPP °s� t --� QF POST, ONLY 1 HOLE PER TOP PLATES OF STRDNG-WALL POST TO STRONG-WA L ' f� ONLY ONE HOLE IN 16 4 M J ;: ;' ! , t' 0o SHEATHING X\ TYPICAL T OST IN (ROSS EACH POST) ED AREA POST l' �� (1) - 1' (MAX) , SDS1/4'x6' SCBE / HEADER SUPPORT PO , ` ~ ,I k ' STHD10 HALE THROUGH CENTERLI ttl (DESIGN BY OTHERS) '' I / ! OF BLOCKING �/ HOLDOWN (MIN,) I COLUMN BASE : (DESIGN BY OTHE COLUMN BASE • i (DESIGN BY OTHERS) ° dr f ' 4 5.75" PORTAL ALL SECTION 5 SINGLE . DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 1511 22" PORTAL WALL OPENINGS 5/8' DI , SSTB28 OR NOTE, MUDSILL A, SWAB7/8 ALL NECESSARY HARDWAR , FOR PANEL INSTALLATION, IS � ----�---"� Y 1, STRONG-WALE. SHE;ARWALL IS MANUFACTURED AND TRADEMARKED BY PAB7 SSTB28 DR-�.,. `�- 'SIMPSON STRONG-TIE COMPANY INC.`, PAB7 SWAB7/8 `�. REFER TO THE CURRENT STMPS N PRE-ATTACHED OR PROVIDED, HOME OFFICE, 5956 W. LAS PPSITAS BOULEVARD, PEEASANTPN, CA, 94588 SIMPSON SLAB OR CURB AND _ C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE A TEE: (800) 999-5099, FAX, (925) 875-0826 — .._ STRONG-WALL SURROUNDING FOUNDATION , SELECTION CHART. ANCHOR BOLTS, 'SIMPSON STRONG-TIE COMPANY INC.' IS AN ISO 9001 REGISTERED NOT SHOWN FOR CLARITY TOP OF ° • . 4 CONCRETE COMPANY. • . ' • - 2, INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE „ '. ••. . ° ,. ° .°�• ' • '. HOLDOWN ANCHOR TO THESE DRAWINGS AND THE STRDNG` WALL INSTALLATION GUIDE, : '* :' •' ` MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED ' 'e SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON i E r THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE * 1- 41 ° •+ • • ° , MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER, + a e ' ° FUEL LENGTH GARAGE HEA THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED 4 ` OR •. •. ' • °` ~" MUDSILL ANCHORAGE. PER DETAILS 5 & 6 INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE e A ~- �« '• NOT SHOWN FOR CLARITY SWT EXTERIOR TEMPLATE REQUIRED MOISTURE DESIGNER, REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATION, : -� y`' (FOR : )c FORM BOARDS) CONTENT IS 19% OR LESS ' AT TIME OF INSTALLATION 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR N 11110111k 1111[milli WH 10aY rY ILJ THE STRDNG-WAIL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY w SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, z PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR PROJECT: I{Y RY !tv xV S _ WALL LENGTH MINUS 7 f4' +.� b LO ., TO GPNSTRUCTIDN, SEE TABLE BELOW FOR _.. MUDSILL A. GARAGE HEADER ROUGH OPENING HEIGHT W Y Y DIMENSIONS SSTB28 OR MODEL H CURB W/D SHIM* WITH SHIMS t.,,t 4, THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL SSTB28 OR SWA$?/8 SW16x7x4 IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE FOUNDATION PLAN VIEW . s` SWAB7/8 SW16x7x6 6' 7`-0' 7'-0 1/2' PROJECT DRAWINGS, H = 13 Y2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' H = 19 Y2' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' .. .: SW22x7x4 7' 7`-1' 7'-1 1/2' 0 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL Z 0 U M A S FOUNDATION DIMENSIONS FOR STRCING—WALL. � ,:: ANCHORAGE > € i.; SW22x7x6 c BUILDING OFFICIAL, SLAB ON GRADE FOUNDATION CURB OR ST'EMWALL FOUNDATION Asn e SW16x8x4 r ,_01r of E I °M !VC E CONDITION ALLOWADL W cle --- -. __ SW16x8x6 �' 88 0 1/2 � NN 6, THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE E UPLIFT (in) (in) - SW22x8x4 LATEST ADOPTED VERSION OF THE BUILDING (DDE AND ANY OTHER 3915 STILLWATER ROAD Ctbs ` 7' 81-1' 8`-1 1/2' = LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY; VERIFY DESIGN 11,900 27 9 TDP PF r" SW22x8x6 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. CUTCNOGUE, NEW YORK 11935 Li CRACKED '-` CONCRETE )K 1/2 SHIM PROVIDED WITH WALL to 1000-137.00-01.00-005.001 7L 13,100 29 is < 7, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM 7/8 DIAMETER SEISMIC 12,soa 2a SWTI INTERIOR TEMPLATE OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING ANCHOR ROD UNCRACKED SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL 13,100 25 9 (FOR 2X4 ABOVE CONCRETE) SHEET-SWP FOR FORCDESIES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DRAWING TITLE: LeOn 6,200 16 6 ALLOWABLE MODEL # L(In) OPENINGS 8, SIMPSON STRONG-TIE COMPANY INC, RESERVES THE RIGHT TO CHANGE ri ) CRACKED la,0ao 22 s 5/8` DI � ., - ° ° SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR GENERIC DETAILS PAB7-18 18 1.1 Y2 12,900 26 9 MUDSILL A, SSTB28 OR = SUCH CHANGES. SSTB28 O SWAB7/8 PAB7-24 24 17 13,100 27 9 CONCRETE DESIG r e4 -t ° 43 g. ALL HARDWARE CALLED OUT IS SIMPSON STRING-TIE, WIND SWAB7/8 BY OTHERS ° PAB7-30 30 23 6,400 14 6 r `__ .� mom-—,w s` r ° ° ° SET: ISSUED IF DATE: 4 91300 18 6 ° ° ' UNCRACKED ° 29 __ ° " 4 . PAB7-36 36 12,500 22 8 _--- ------ 3'2 NUT 13,100 23 8 —` GARAGE PORTAL WALL TABLE NOTESt '" NUMBER OF NUMBER OF HOLDOWN ASSEMBLED 0 L ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME MODEL W WALL PLATE WASHER — - SWTPF TEMPLATE SET UP (IN) H (IN) T (IN) FASTENERS IN MUDSILL ANCHOR WEIGHT MINIMUM f c-2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 OTTOM OF WAL ANCHORS BOLTS ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT, HIGH STRENGTH _ (FOR PLYWOOD PANEL FORMS) ` _ _ Ctbs) ANCHURAUL DESIGN BY 0 f HLRS WHEN kEUU1kE.D, i LJI Elf W`I'A/ A 1V / CV 4 -JDJ 1/j4 6 G J/`V'd C_ /f`O~5� lU NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED CONCRETE W16x7x 16 78 5 3/4 -SDS 1/4x6 2-5/8'0 2-7/8'0 112 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS, W16x8x 16 90 4 -SDS 1/4x6 2-5/8't� 2-7/8' 95 SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D,3.3,4, W16x8x 16 90 5 3/4 -SDS 1/4x6 3-5/8'� 2-7/8' 120 PAB7 ANCHOR BOLT 3, WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B, . ° SEAL: DATE: 4, FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION W22x7x 22 78 4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 95 DESIGN (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN SEE SHEET SW2 FOR STA K D W22x7x 22 78 5 3/410-SDS 1/4x6 2-5/8'0 2-7/8'45 117 May 11th, 2021 NOTES, PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR STRONG-WALL ANCHOR BOT W22x6x 22 90 4 0-SDS 1/4x6 2-5/8'0 2-7/8"0 105 L SEE 11-SWP FOR DIMENSIONS AND ADDITIONAL ANCHOR BOLT, REQUIREMENTS, W22x8x 22 90 5 3/4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 130 NOTES, 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611, PROJECT NO: v� NEw 2021-24 ANCHORAGE - TYPICAL. SECTIONS 1IO ANCHORAGE SCHEDULE 'I 'I STRONG-WALL TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 NOTES 1 �, S �E�R y�� DRAWN BY: o, -� .0, gyros DMA rr CHECKED BY: W JJD ZN ri SCALE: /o�OF St �744� zZ SHEET NUMBER: L5�e G- 12 t)Ot3 NUMBER: OF JAMES J DEERKOSKI,PE d DEERKOSKI + ARM DESIGN ANP ENGINEERING DPC DEERKC]SKI + A RM � l�nr`1 LE ; DESIGN AND ENGINEERING DFIC Lj ' +x7 R� r-," GF,-x, 9_ _ ,,1L-4?` ^a' ;1' - @ SOytra r. L•t � � � - IS LIBRARY AVE. SUITE C WE6TNAMpTf:}N BEACH NY 1 1978 531.767.6071 CARM8BB9@A0L.r_om SEE SHEET SWC FOR STAC ED SEE SHEET SW2 FOR STAC ED ENGINEER OF RECORD: STRONG-WALL REQUIREMEN S. STRONG-WALL. REQUIREMEN S. PAB7 PAB7 FACE OF STRONG--w�- '�,� O- S, _K SIMPSON SLAB OR CURB AND PRE-INSTALLED WALL PANEL ! 1 STRONG—WALL SURROUNDING FOUNDATION E N G I N E E R I N G NOT SHOWN FOR CLARITY HDQB HOEDOWN a r` strucTurar unq'r,cerir r s rrices • cQrrs u,t r c7 " ;i4 r------- PRE-INSTALLED NUT AN PRE-INSTALLED SDS1/4'X6° JAMES J.DEERKOSK1 P.E. " :' a . • ° HDQ8 HOLDOWN PLATE WASH ti SCREWS 1 uslAfavAvt=NUE,SUITE c,wsTwAMPTt�N BEACH,NY 11978 •• . . ° ° HDLDDWN ANCHOR C • it a . • u jatnesdeerkoskl@yahoo.cgm 631-77A=735. IIII ; e �(-( 1 . NUT AN _- ° y . • < ° ll14 i y °° •` ALL THREAD RC} r W OWNERSHIP&USE OF DOCUMENTS: IT] MjIj==zJ1mf PLATE WASHER WITNESS HOLES FLOOR JOIST l x COUPLER NUT VISILE FOR IIJSP, (DESIGN $Y OTHERS? 'hese drawings and specifications including the ideas,designs A° a ° " • ' • COUPLER NUT 4 a d , f ° a and arrangements represented therein,are the property of ° •° a ,, q ! �, f �' , `, ., • ALL THREAT) R ,f FLOOR SHEATHING 1 1/4'-1 1/2" RIM Jf1 ST Deerkoski+Arm Desrgn&Engineering,DPC. 1" ,• MUDSILL ANCHORAGE, �/� � F, - No part thereof shall be copied,d;sctosed to others or used in „ °, NOT SHOWN FOR CLARITY r WITNESS HOLES RIM JOIST connection with any work or project other than for r;�hichthey . -' _ =f q i VISIBLE FOR INSP, have been preparedwittsauttivrittcn consent. a ° ° y° , "` '. & ELOCKIN SIMPSON LTP4- _ ' = , _ r j PER DET Drawings& speaificatians,as instrucments of professional BEARING FLATE W/ CUTOUT SUBFLDD FRAMING ANCHO 3 I �'f 1 SDSIf 4r2 112 SWl service,are and shall remain the Property of the engineer. Emism, NE • 4� -- (DESIGN BY OTHER Is *� �:' TO ACCEPT , ((( SCREWS (2) 3,5x6,5?: �/ 4}-1 HOLD HARMLESS: MTf- ALL THREAT) ROD �- r SAME SIZE DPC,and there ,Fv �„ �„ >", BEARING PLATES � � BLDCtsII�I,�, ,, � � MATERIAL Deerkoski Design&Engineering, S = WALL LENGTH MINUS 7 3'' - �_ - COUPLER NUT °• AS RIM JOIST, STITCH NAILED TO Associated Engineer,are not overseeing the construction of this .SEE TABLE 1 BELOW FOR 5/6 �ryryDIA}METER (3) 2x4 SQU ° I•y t� A RIM JOIST W/ 3 ROWS OF g` DIMENSIONS STRONG—WALL PO ' ° F i , '�• * r ' ANCHOR Bi....tLT BLOCKS (MIN.) DR i �` • ` ' ° t t `• -` ` SILL PLATE AND At�i..rH❑R() ° ° lJutldtn M Y M ° ` ° '< A ., 4 . ° °. i r , d ,p ' 10d x 2 1/2 LONG AT 3' O.C, The use,of these drawincgs by any contractor.Buhr, traitor, WITNESS HOLES (DESIGN BY OTHERS) builder,tradesmen a. r (STUD SHOE NOT SHOWP� • ° S❑LID BL❑CKIIIG • • • �° ` • • ' • `� H1lRIZDNTAL or shall in_tigate a Hold Harmless FOUNDATION PLAN VIEW FOR CLARITY) 4 l/2' LENGTH MIN, VISIBLE FOR INSP, Agreement between the drawing user and Deerkosk!+Arm H = 13 Y2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' BLOCK STOPS HERE Design& Engineering,DPC. H = 19 Y'2' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' -_-- CONCRETE STEM WALL The,user shall In tact agree to hold Deerkoski+Arm Design& FOUNDATION DIMENSIONS FOR STRONG-WALL (DES � ' (DESIGN BY tOTHER,�) Engineering DPC harmless for any rest}onsi'�1i?ity in reg<3rd to the, ANCHORAGE construction means, methods,technrquns,sequences or SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD procedures,and for any safety precautions arid f�rc7grarns ir, CONDITION ALLCWADL W de ___ __ - e connectior,with the work and further shall hold Deerkoski+Arm E UPLIFT (In) (in) Design&Engineering DPG harmless for the cons and probtr:rris ! {{,�, STANDARD L L I t L RAISED FLOOR r L ILL RAISED FLOOR VIVA L L SECTION arising fr n the ner,�lige?nre of the contractor, suk�contrrlctar, CRACKED 11,900 27 9 tradesman these drawl The ttse of these drawings also implies that Deerkoski-�Arm 7 L 13/100 29 10 Design&Engineering DPC,shall fake no responsibility for the SEISMIC plan user's failure to carry out the work in accordance with the 7/8` DIAMETER drawing contract documents or any and all applicable building ANCHOR POD 500 24 $ �„„.._.. _ ....._.. ._._. „__...._____....._.._. y codes and manufacturers specifications. ., r' UNCRAcI�ED ROOF FRAMING CRIPPLE SHEAR WALL, 13,100 25 9 (BY OTHERS} f 4x SHIM BLOCK -- - i ' BLOCKING AND STRAP WORK NOTES: --'` '"' PAB7 Le(In ,200 16 6 ' " ___ . _F i BY OTHERS MODEL L(In) A35 FRAMING ANCHOR, _ .- „ } 10,000 22 8 (DESIGN BY OTHERS) � (---,�. ` �=��„„ --,- --�` CRACKED - . LTP4 SPACING -_-.„_ ._;_�_� __..,___.__.__. ti PAB7-18 18 11 Y2 12,900 26 9 / BY OTHERS }ry/1�} ^} (.� DBL, TOP PLATES {` •-�.... ° • •� iY ♦ PAB7-24 24 17 �� 1 7/$40 2! J {” WIND o o q o a a a / ATTACH SDS SCREWS a 6,400 14 6 ATTACH SCIS SCREWS 23 7l8' SH t „_„___�,„. . _,_,_. TO SHIM BLOCK TO BLOCKING • •.l- '. -� PAB7-30 30 7 I --;- G ,;--_ Y2 9,300 18 6 SEE DE FOR ;' , UNCRACKED �SWl 4 °' 29 PAB7-36 36 12,500 22 8 OTHER SHIM CONDITIONS ADJACENT ---- ADJACENT FRAMING 13,100 23 8 _ IFRAMING E BY OTHERS J. ,�. BY OTHERS NOTES, STRONG—WALL TOP PLATE,' 0 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME �. � RAKE WALL 4x SHIM BLOCK * *V t I PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 , ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT, HIGH STRENGTHCRIPPLE WALL IF ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED, ` \ \-SDS1/4'x6' SCREWS NUT 2, SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS, ENGINEER OF RECORD SHALL DESIGN FOR: ? ENGINEER OF RECORD SHALL DESIGN FOR: SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D,3.3,4, �.. 1. SHEAR TRANSFER 1. SHEAR TRANSFER INTERIOR FOUNDATION PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. �. 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATIDN DESIGN 2. OUT OF PLANE LOADING EFFECT 2. OUT OF PLANE LOADING EFFECT (SIZE AND REINFDRCEMENT) BY OTHERS, THE REGISTERED DESIGN 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT, 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT, NOTES: PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE DR 1. SEE 2-SW1 FOR DIMENSIONS AND ADDITIONAL NOTES. ANCHOR BOLT, 5. FOR ANCHORAGE SOLUTIDNS USING SSTB, SEE ICC-ES ESR-2611, ANCHORAGE - TYPICAL SECTIONS I ANCHORAGE SCHEDULE E 2 TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. RF WALLS 7 CRIPPLE WALL O STD & RF WALLS 8 MINIMUM SSTB ANCHOR REQUIREMENT1 5/8' DI . SSTB28 OR NOTE: SEE SHEET SW2 FOR STAC ED WOOD STRONG. SLAB ON GRADE- SLAB EDGE SSTB28 MUDSILL A, ALL NECESSARY HARDWAR , STRONG-WALL REQUIREMEN S. WALL MODEL (CORNER AND MIDwALL) a SWAB7/8 FOR PANEL INSTALLATION, 1, STRONG-WALE SHEARWALL IS MANUFACTURED AND TRADEMARKED BY EMBED LINE SSTB28 O S SW16 , REFER TO THE CURRENT SIMPSON PRE-ATTACHED OR PROM 'SIMPSON STRONG-TIE COMPANY INC,', CORNER MIDWALL ENDWALL SWAB?/8 -{ HOME OFFICE, 5956 W LAS POSITAS BDULEVARD PLEASANTON CA 94588 SSTB28 SW22 -I C-SW CATALOG FOR TEMPLATE r EXCEPT FOR TEMPLATE AID , , SW18 SSTB28 a SELECTION CHART, ANCHOR BOLTS, TEL, (800) 999-5099, FAX, (925) 875-0826 .' 'SIMPSON STRONG-TIE COMPANY INC,' IS AN ISO 9001 REGISTERED EMBED LINE SW24 r TOP OETE SW32 ti CONC --- _�--_ -. d * COMPANY, SW48 4 REBAR * C 0 N 4 -- 3'-5' FRO ° D INSTALLATION ❑F PRODUCT SHALL BE DONE I STRICT CONFORMANCE NOTES, ;3 4 �, -""_�--- TO THESE DRAWINGS AND THE STRONG�'WALL INSTALLATION GUIDE, , �, TDP WHEN MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED 1, TABLE APPLIES TO SINGLE STORY WOOD ' ., � � • REQUIRED SEE SHEET SEE SHEET '* `` ° STRONG-WALL APPLICATIONS (STANDARD AN 4 SWD FOR �, SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON RAISED FLOOR) ON CONCRETE FOUNDATIONS, FOUNDATION 4 ; �. ALLOWABLE SWD FOR THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE 4 (DESIGN BY OTHERS ALLOWABLEMADE BY A QUALIFIED ARCHITECT, CIVIL, DR STRUCTURAL ENGINEER, TWO-STORY STACKED APPLICATIONS MAY OPENINGS THE PERFORMANCE OF SUCH MODIFIED PRODUCTS DR ALTERED REQUIRE HIGH-STRENGTH ANCHORS OPENINGS INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE s (DESIGNED BY OTHERS), NDTESt SWT EXTERIOR TEMPLATE DESIGNER, REFER TO ICC—ES ESR-1267 FOR FURTHER INFORMATION, `' y 2. ADDITIONAL APPLICATIONS MAY USE THE 1, SSTB MAY BE USED WHERE THE DEMAND FOR 2x FORM BOARDS 1 SSTB WHERE THE DEMAND UPLIFT FORCE IS UPLIFT FORCE IS LESS THAN THE { SEE SHEET SW2 FOR STAC ED �', 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, LESS THAN THE ALLOWABLE SSTB LOAD ALLOWABLE SSTB LOAD SHOWN IN ICC-ES STRONG-WALL REQUIREMEN S. .� ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR SHOWN IN ICC-ES ESR-2611. ESR-2611, THE STRONG-WAIL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY 3, FOUNDATION DIMENSIONS ARE FOR 2, FOUNDATION DIMENSIONS ARE FOR SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT: ANCHDRAGE ONLY, FOUNDATION DESIGN ANCHORAGE ONLY, FOUNDATION DESIGN (SIZEPROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR t (SIZE AND REINFORCEMENT) BY OTHERS. AND REINFORCEMENT) BY OTHERS. THE 5/8' DI TO CONSTRUCTION, THE REGISTERED DESIGN PROFESSINAL MAY REGISTERED DESIGN PROFESSINAL MAY MUDSILL A, STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL SPECIFY ALTERNATE EMBEDMENT FOOTING SPECIFY ALTERNATE EMBEDMENT FOOTING SSTB28 OR ` 4, THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG--WALL FOUNDATION SIZE OR ANCHOR BOLT, SSTB28 ❑ . SWAB7/8 STANDARD STRONG-WALL MODELS IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE (DESIGN BY OTHERS? SIZE DR ANCHOR BOLT, _, 4. SEE ICC-ES ESR-2611 FOR ADDITIONAL 3, SEE IGC-ES ESR-2611 FOR ADDITIONAL a SWAB?/8 PROJECT DRAWINGS, ] a ASSEMBLED Z S NUMBER OF H❑LDOWN SSTB ANCHORAGE {SLAB ON GRADE) SrST6 AN�`,+N+ � „t {C NC. STEM WALLS ''� O MODEL W H (IN) T (IN) MUDSILL ANCHOR WALL 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL c SET UP (IN) ANCHORS BOLTS WEIGHT BUILDING OFFICIAL. N C E x 6, THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE �— -- SW18X8 18 93 1/4 3 1/2 2-5/8'0 2-7/8'0 85 LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER 3915 STILLWATER ROAD t SW24x8 24 93 1/4 3 1/2 2-5/8'0 2-7/8'0 91 CUTCHOGUE, NEW YORK 11935 LOCAL STATE DR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN TDP DF SW32x8 32 93 1/4 3 1/2 2-5/8'0 2-7/8'0 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, 1000-137.00•41,00-005,001 CONCRETE SW48x8 48 93 1/4 3 1/2 3-5/8'0 2-7/8'0 149 7, THIS PRODUCT IS PART ❑F THE OVERALL LATERAL FORCE RESISTING SYSTEM SW18x9 18 l05 114 3 1/2 2-5/8'�s 2-7/8' 94 OF THE STRUCTURE, DESIGN OF THE BUILDINGS LATERAL FORCE RESISTING SWTI INTERIOR TEMPLATE SW24x9 24 105 1/4 3 1/2 2-5/8*0 2-7/8'0 101 SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL DRAWING TITLE: 2ND FLOOR R FOR 2x4 ABOVE CONCRETE SW32x9 32 105 1/4 3 1/2 2-5/8'� 2-7/8'� 128 FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE STRONG—WALL { � W3-5/8'0DESIGNER, 6 SWI S 48x9 48 105 1/4 3 1/2 2-7/8'0 165 SWl SW24x10 24 117 1/4 3 1/2 2-5/8'0 2-7/8'0 111 8, SIMPSON STRONG—TIE COMPANY INC, RESERVES THE RIGHT TO CHANGE GENERIC DETAILS _ �r;_. _____, ._. _-- 5/8' DI SW32x10 32 117 114 3 1f2 2-5/8'0 2-7/8'0 134 SPECIFICATIONS DESIGNS AND MODELS WITHDUT NOTICE OR LIABILITY FOR _aw. _----- - ----_: _e- _ -,-6. MUDSILL A. , SSTB28 OR SW48xl0 48 117 1/4 3 1/2 3-5/8'0 2-7/8'0 171 SUCH CHANGES, SSTB28 ❑ SWAB?/8 SW24x12x6 24 141 1/4 5 1/2 2-5/8'0 2-7/8'0 187 SWAB7/8 SW32xl2x6 32 141 1/4 5 1/2 2-5/8'0 2-7/8'0 201 9, ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE, SET: ISSUED FOR: DATE: - --- i` SW48xl2X6 48 141 1/4 5 1/2 3-5/8'01 2-7/8' 256 RAISED FLOG STANDARD a 4 STRONG--WALL RAISED FLOOR STRONG-WALL MODELS }_ . ----� �----- MODEL WNUMBER STRONG-WALL AX. WALL 1ST FLOORS H (IN) T (IN) FASTENERS O IN FASTENERS IN HDA D❑DRN WEIGHT 3 STRONG-WALL ' ___---- SET UP (IN) OTTOM OF WAL TOP OF WALL BOLTS (lbs) SWI A I ----�' ; SW18x8-RF 18 93 1/4 3 1/2 13-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 85 _-qW� ' �-�RN �� SWTPF TEMPLATE w24x8—RF 24 93 1/4 3 1/2 16-SDS 1/4x61 -SDS 1/4x6 2-7/8' 91 I t pg �,/- p� �t�irap2xca_r� ?2 9`? ltrt 3 /2 ?rt_``n,c+ 1/4Y.� _-�c'ric� 1!ctx6 2_7 i •rn ST ONG—WA EMlJ ❑F �� PLYWOOD WVO® PANEL FORMS) W4$X8-R 48 93 1/4 3 1/2 28-SDS 1/4XE —JOS 1/4X6 2-7/8' 149 N�N(� C CRETE E ❑ r SW18x9—RF 18 105 1/4 3 / / ' EM v/ALL 1 2 13—SDS 1 4x6 —SDS 1/4x6 2-7/8 4 94 �- O IN7 T CIN? MU�SI L NT W24x9-R 24 105 1/4 3 1/2 16-SDS 1/4x(l?-SDS 1/4x6 2-7/8'0 101 d W32x9-RF 32 105 i/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 128 SEAL: DATE: �N C1 ) 4,5 • , • - . ° W48x9—RF 48 105 1/4 3 1/2 28—SDS 1/4xB —SDS 1/4x6 2-7/8'0 165 May 11th, 2021 SLAB � Y •` SW3 1/4 , 3 I/2 2- 181'0 718fO 16 SEE SHEET SW2 FOR STA K W24X10-R 24 117 1/4 3 1/2 16-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 111 WOOD FLOOR SEE SHEET SW2 FOR STAC ED WOOD FLOOR STRONG-WALL ANCHOR BOLT W32x10-R 32 117 1/4 3 1/2 20-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 134 REQUIREMENTS. W48x10-R 48 11777T _31/2 28-SDS 1/4x(34-SDS 1/4x6 2-7/8'0 171 PROJECT NO: ISTRONG-WALL REQUIREMEN S, y� C �+ — �± i r +� ,�±�. ��r �r /�+ + 2021-24 SINGLE STORY STRONG-WALL:;' STACKED ST NG- AIR 10 12 ST ON'�.7- ALV' TEMPLATES 13 ALrL, SPECIFICATIONS 14 NOTES F NEtNY DRAWN BY: �P J DECr y 0p� CMA CHECKED BY: * -Z JJD n l., W W SCALE: _ P SHEET NUMBER: G- 13 DOB NUMBER: Of JAMES J DEERKOSKI,PE ® DEERKt75Kt -f- ARM DEStGN AND ENGINEERtNa DPC INSULATION -VENTILATION - AIR DRAF=T SEALING - DUCT SEALING REQUIREMENTS T . i ENERGY NOTES I 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL ENERGY DEERKOSKI -FARM CONSERVATION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED C?ESIC3tJ AND ENGINEERING DPC TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY I OF THIS CODE. 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11976 j 631-767-6071 0ARMB9S90_AOL.COM j 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BYTHE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED,THE CERTIFICATE SHALL ENGINEER OF RECORD: COMPLY WITH IRC N1101,14 INSTALL 1" RIGID INSULATION 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRlPPED AND INSULATED TO A ... rK . .:. "" CUT TO FIT BETWEEN THE 3 LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1 sI I RAFTERS, FOAM SEAL BOTH ENGIN E ERIN G INTERIOR CONDITIONED INTERIOR CONDITIONED INTERIOR CONDITIONED SIDES ALONG RAFTER WITH 4. INSTALLATION-THE COMPONENT OF THE BUILDING THERMAL ENVELOPE SHALL BE si.,,.; r:r,er ra r,°c r°;;ts rv.ct s • consult, EXPANDING FOAM SEALA INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402-4.1.1 WHERE SPACE---* ROOM ABOVE GARAGE SPAC-— ROOM ABOVE GARAGE SPAGE11 ROOM ABOVE GARAGE ! REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL CAVITY INSULATION CAVITY INSU ON CAVITY INSUL ON MANUFACTURED THIN- MAINTAIN EQUAL VENT COMPONENTS AND VERIFY COMPLIANCE. JAI-.tES J.DEERKOSKI RE, PROFILE ATTIC FOR LENGTH OF Rl 16 LIBRARY AVENUE:,SUITE C,V'JESTHAKIPTON BEACH,NY 11978 WOOD FLOOR TRUSS WOOD FLOOR.TRUSS WOOD FLOOR TRUSS , VENTILATION BAF VENTED AIRSPACE INSULA jamesdaerkosk.Ic@yahoo com 631-774-7355 S. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED.HAVING LESS ASSEMBLY ASSEMBLY ASSEMBLY (FULL WIDT /� ATTIC INSULATION VENTED AIRSPACE THAN OR EQUAL TO 3 ACHSO IN CZ 4A,S,6A.TESTING SHALL BE CONDUCTED BY AN OWNERSHIP E USE OF DOCUMENTS: A Am-CAVITY INSULATION A A9 CAVITY INSULATION A ACAVITY INSULATION / INSTALL 1"RIGID ATTIC INSULATION APPROVED THIRD PARTY, 1 112"RIGID INSULATION V RIGID INSULATION 1"RIGID INSULATION % CONNECT INSULATINGINSULATION 6. ` '' These car g rugs a:tct specifications including the ideas.design 6. DUCTS-SUPPLY AND RETURN DUCTS IS ATTICS SHALL BE INSULATED TO A MINIMUM and arran ements represented therein,are the property of SHEATHING TO RIGI Or R-8 @ 3"OR GREATER IN DIAMETER,AND R-6 @ DUCTS LESS THAN 3"IN DIAMETER. Deerkoski+Ar ee Design& Engineerin, DPC. INSULATION BAF F n� 6,-t. DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. No part thereof shall be copied,disclosed#n others or used in AL 1 1{2"RIGID INSULATIOhJ 1" RIGID INSULATION 1" RIGID INSULATION aannc'ct ort w.„h any work or project other than for Which they v v v v v s ;t__ �/' FOAM SEAL B have keen err-:pared withraui written consent. CONTINUOUS BEAD CONTINUOUS BEAD - CONTINUOUS BEAD �� 7. DUCTTESTaNG- DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 2x4 SLEEPERS 1F”OC 2x2 SLEEPERS 16"OC ; JOIN OF SEALANT— OF SEAL,A 1 x3 SLEEPERS 16"OC OF SEAL �` i/ AN APPROVED THIRD PARTY. Drawincts&specifications.as instrucmen!s of professiona{ INTERIOR CONDITIQ ' D INTERIOR CONDETEOC D _._ " INTERIOR CONDITIQ D % service, are and shall remain the Property of the engineer. 1 1!2" RIGID INSULATION 1 RIGID INSULATION 1"RIGID INSULATION SPAG SPACE— SPACE— CONTINUOUS BEA[ 8. BUILDING CAVATIFS SHALL NOT BE LISFD AS PLENUMS INSULATED DEMIST GARAGE INSULATED DEMIST GARAGE INSULATED DEMIST W GARAGE r OF SEALANT `' CONTINUOUS BEAD HOLD fIARMLESS: (UNCONDITIONED SPACE) (UNCONDITIONED SPACE) I (UNCONDITIONED SPACE) OF SEALANT 9, MECH INCAt.SYSTEM PIPIN INSULATION CARRYING FLUIDS, >10-SF DFGRFFS or<55F Engineering.DPC,and there r 1 112'°RIGID INSULATION OeFrl:oski+Arm Design& I ;' DI.GPEES SHALL FE INSULATED WITH R-3 MINIMUM. Associated Engineer,are not overseeing the construction of this EXTERIOR INSULATED WALL _ -- 1 112" RIGID INSULATION building, EXTERIOR INSULATED WALL 10. MECHANICAL VENTILATION-SHALL MEETTHE REQUIREMENTS OF THE IRC/th1C. The.use cf these drawings by an,,r contractor,subcontractor, builder.tradesman or worker shall instJgate a Hold Harmless 11, EQUIPMENTSIZING-PER ACCA rAANU.AL S,BASED ON LOADS CALCULAT ED PER ACOA Agreement between the drawing user and Deerkoski+Arm MANUAL 1 AS PROVIDED BY A THIRD PARTY HERS RATER. Design& Enrinr-'f-ing,DPC, The user sha!I in fact agrec to hold Deerkoski+Arm Resign R Engineering DPC harmless for any responsibility in regard to the 12. HAvr G)-A PFICIENCY OF 7a°o Vit-I'ERMAhIrPJTLY INSTALLED LIGHT FIXTURI;Ml�jl constiuction means, m thotfs,tF,chninues,sequences or HAVr HILI# EFFiCIFhJCY LAMPS roc,edureS, and for arl 5nf.t rer,7lrtions and programs in p r y.,� ,5yr p gr connectior with the work and further shall hold Deerkoski+Arm 13. A.LL HVAC, PLUMBING,ELECTI:ICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 Design& Engineering OPC harmless`or the cos!s and problems ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY arising from the negligence of the contractor,subcontractor, CONSERVATION CODE, tradesman or workman. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN The use of these dravAngs also implies that Dcorkoski+Arm r- THIN-PROFILE ATTIC SAVE BAFrLE AND VENT 1"EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE A D VENT DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE Design&�ng,neering DPC,shall take no responsibility for the AIR BARRIER AT GARAGE BAND JOIST/!1 1/2"RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST//1°'RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST H 1"RIGID INSULATION MLCHANICAt,,AtR Ct3N0tTIONING,VENTILATION,HEATING SYSTEMS(NEW,€XISTING, plan user's failure to carry out the work in accordance with the WITH 2x4 SLEEPERS �I WITH 1x3 WOOD FURRING WITH 2x2 WOOD FURRING ,t OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE drawing contract documents or any and all applicable building _ 5-01001 GreenBuildin n t� ,x_01003 Green Bu ildingAdvisor.com Scale- "- �-y 5-01004 Green l=Su ildingAdvisor.com Saale „� 5-01 005 codes dna manufacturer's specifications. GreenBuildingAdv[sor.com Scale; gAdvisor.com Scale: , = 5-4 �4 GreenBuildingAdvisor.com Scale: „ = 1 OWNER OR THE BUILDING DEPARTMENT, ((�)j q (} rryy O 9r":1re�:ir*cn LLC 2L✓'R 1 1 –U° }R�n�tl�ngGs."n:tr 2(H�, 1 1 ^{✓ t1.0 2tY.? 1 ° _ 1 r-", C}k3iefdsM3';rrrn,LLC 2'.:Yd 1' 1'"J L'S R��'�4 ngr•>amn CLC'?'.�,i 1 1 -V" t I 14. ADDITIONS,ALTERATIONS OR RENOVATIONS.SHALL COMPLY WITH THE IECC 2021 WORK NOTES: ( UNALTERED PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. BUILDING SHELL INSULATION: CEILING•FLAT: RA INSULATED EXTERIOR 15. MINIMUM OF ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEALED ATTIC: R-38 CLOSED CELLINSULATTONIASSENIBLYI SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH THE SECTION N1103 CEILING VAULTEDlNOTROOF: R•3S CLOSEbCELL1NSULATItIN STUD WALT_ EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R-15 BATT PROVIDE BLOCKING AT TILE suRRc�uND-F+N,ISH CONTROL SYSTEMS. STUD CAVITY AT SHOWER EXPOSED FLOOR: R.gg 2°CLOSED CELL INSU�tTION+R 18 BATT FOUNDATION WALLS: NA AT EXTERIOR WALL (2) LAYERS RIGID 16, ALL EXTERIOR WALL/FLOOR f CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN INSULATION CEMENT BACKER BOARD CEMENT BACKER BOARD ACCORDANCE WITH TABLE R402.4.1,1. ALL INTERIOR WALLS AND CEILING$SHALL BEINSULATED WITH ROXUL CONTINUOUS BEAD OF ; TUB SURROUND FINISH TUB SURROUND FINISH SOUND DEADENING INSULATION. SEALANT CEMENT BACKER BOARD TUB U TUBLI To INSTALLING LING INTERIOR GYPSUM WALLBOARD BOTTOM PLATE IMMEDIATLYPRIOR REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS ' TUB SURROUND TUB SURROU. .... _......... . ...... ND. (BEYO (BEYO 1"RIGID INSULATION T. CONTINUOUS BE OF J2)LAYERS RIGID SEALANT NSULATION ROUGH CUT AROUND TILE SURROUND FINISH EXPANDING FOAM SEALANT PROVIDE BLOCKING AT VENTILATION CHUTE. VENTILATION CHUTE= CEMENT BACKER BOARD AT PERIMETER OF STUD CAVITY STUD CAVITY AT TUB EXPANDING FOAM SEAL NT AT PERIMETER OF STU CAVI I -AIR SEAL PERIMETER ATTIC INSULATION INSULATED EXTERIOR AT EXTERIOR WALL WITH EXPANDING , PROVIDE 3/8"CHANNEL EACH STUD WALL SIDE OF INSIDE PANEL FOR INSULATED EXTERIOR PROVIDE 318"CHANNEL AC FOAM SEALANT THIN-PROFILE WALL EXPANDING PERIMETER STUD WALL SIDE OF INSIDE PANEL OR SHEATHING FOAM SEAL THIN-PROFILE WALL EXPANDING PERIMETE SHEATHING FOAM SEAL j :...........:.:..: .:....::.: ......::. .....:.: : .:..: :.......::. ....::�..:_:. ,::::.. ::.:-:::-:: -;. .;.,....,:.::::...:..:..:. :... :..:...: . .. . _ . . US BEAD US BEAD CONTINUOUS O CONTINUO O SEALANT SEALANT MANUFACTURED MANUFACTURED SHOWER SHOWER EXPANDING M EXPANDING ,M j ' t CONTINUOUS BEAD < --WOOD FRAME ---WOOD FRAME l OF SEALANT FLOOR ASSEMBIA� FLOOR AS SE LF" EXPANDING EXPANDING i 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL --WOOD FRAME --WOOD FRAME FLOOR ASSES FLOOR ASSEM 1"RIGID INSULATION AS ATTIC EAVE BAFFLE CUT AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING It SE ION AIR SEALING BEHIND TUB WITH CAVITY RIGID INSULATION AROUND MANUFACTURED VENT GreenBuildin Advisor,com 5-01445 GreenBuildin Advisor.com 5-01447 Green Build I „ _ 5' 41008 GreenBuildingAdvisor,com Scale: ri_ r " h 5-01010 g Scale: "_ g Scale: 1 " 1 -Qt° Sea e. 1 _ 1 _p 1 - 54 � GreenBuildingAdVisor.corn Scale: 1 " 1-fl' Q}gi'.2ngG'eeLLC 2bk.+F 1 ,^ •4-/1:r _ Q ts"''f"ti-,.e LLC.mk O 9ssi': ,�,zn LLC 2CkY; t�kiw1dortG'craa LLC 2(M Q 6ac;dingGreen LLL_e'.++9 ! iJ I 3 PROJECT: f j I CONTINUOUS BEAD OF SEALANT i PROVIDE RIGID Z0 U INSULATION BAFFLE AROUND VENTILATION RES ID15:00 E PREFAB FIREPLAG f J IT PREFAB FIREPLAGE� 1T CHUTE-FOAM SEAL PERIMETER of CAVITY INSULATION 3915 STILL.WATER ROAD INSULATED EXTERIORINSULATED EXTERIORRIGID INSULATION STUD WALL STUD WALL CONTINUOUS BEAD OF SEALANT CUTCHOGUE, NEW YORK 11935 INSTALL INTERIOR SHEATHING WOOD FRAME FLOOR 1000-137.00-01.00-005,001 INSTALL INTERIOR SHEATHING PRIOR TO INSTALLATI N OF PROVIDE STUD CAVITY CLOSURE PROVIDE RIGID CAVITY INSULATION ASSEMB --- PRIOR TO INSTALLATION OF PREFAB FIREPLACE U IT ON THE BACK SIDE OF EACH I INSULATION BAFFLE --CONTINUOUS BEAD OF PREFAB FIREPLACE U IT STUD CAVITY AROUND VENTILATION UNINSULATED KNEE WALL SEALANT INSTALL SOLID BLOCKING CHUTE-FOAM SEAL RIGID INSULATION HVAC DUCT DRAWING TITLE:: -EXPANDING FOAM SEALANT PERIMETER OF CLOSURE AT INTERIOR AROUND PERIMETER F ,r RIGID INSU O OF RAFTER CAVITY WOOD FRAME SOFFIT BLOCKING-EAG BA ✓� CONTINUOUS BEAD OF SEALANT ASSEMBLY r� EXPANDING FOAM SEALANT GENERIC DETAILS AT RIGID INSULATION/ PROVIDE INTERIOR SHEATHING PROVIDE SOLID BLOCKING SUBFLOOR INTERFACE AT EXTERIOR WALL PRIOR CONTINUOUS BEAD OF BENEATH KNEE WALL TO SOFFIT ASSEMBLY —WOOD FRAME SEALANT FLOOR ASSEMBLY CAVITY INSULATION W ( SET: ISSUED FOR: BATE: E CAVITY INSULATION BAND JOIST INSUI_ATIQN �--„-- CONTINUOUS BEAD OF SEALANT —WOOD FRAME CONTINUOUS BEAD '” FLOOR ASSEM - i SEALANT a f I CAVITY INSUL .4 1"RIGID INSUAl SOFFIT CLO y d A t I ¢4 D A I AIR SEALING AT CANTILEVERED MANUFACTURED AIR SEALING AT PLATFORM FOR MANUFACTURED CONCEPTUAL INSULATION AT CAPE-STYLE ROOF 1J CONCEPTUAL INSULATION AT CAPE-STYLE ROOF 11 AIR SEAL AT DUCT SOFFIT FIREPLACE ASSEMBLY FIREPLACE ASSEMBLY CEILING AND KNEE WALL CAVITY INSULATION ! ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE GreenBuildingAdvisor.com Scala: "_ " - �1 �} 1 GreenBuildingAdvisor.com - { Green BuildingAdvisor.com Sealer GreenBuildin Advisar.com 01013 i SEAL: DATE: Scale: 1 "= 1+-o Ru;r. x ,, � eR Ing scale: 5-01414 GreenBuildingAdvisor.com scale: 5-41422 May 11th, 2021 CX 9.1i4d�n ss u^a L LC 1 — 1 _{} Ca F3,e+:d+v>;[wn Lt-C 2rX3F 'CI `yY+'enn LLC 2 s:'f ©$:r�ti�gGr•�+�LLC 21," I PRC>JECT NO: 2421-24 DRAWN BY. OF NEIN YD CMA Q ` DEE7��O CHECKED BY: * 4 n JJD w SCALE: 1'-0" �� SHEET NUMBER: ,oho S` Nps. G- 14 DaB NUMBER: (7F JAMES J gEERKOSKI,PE DUCTSEALING REQUIREMENTS ® DEERKOSKI + ARM DESIGN AP40 ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS s1 .;.�i33 5f__F4frr2' 4.'s: ENGINE'IMrotr 4rl P 111 ."y DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NV 1 1976 i 631.767.6071 CARtMBOSS aADL.CDM E Ei i i ENGINEER OF RECORD; 7 , t k s :_,K,_,0- 5- .. f i ENGINEERING I st,uc'tnu;4ng-racrsngsurvices • consuling t 01111111111111, JAMES J.DEERKOSKI P.E. I 16 LIBRARY AVENUE,SUiTE C,WESTHAMPTON BEACH,NY 11078 -- jarr+esdeerkos J cT.ynhoo com 631-774-7355 -WOOD FRAME FLOOR ASSEMBLY INTERIOR CHASE WALLS OWNERSHIP&USE OF DOCUMENTS: ELECTRICAL WIRE OF CONTINUOUS BEAPIPE PENETRATION E_ &::,( I , ------- BEAD > SEALANT CONTINUOUS BEAD--GF- T These drawings and specifications including the ideas,design PLUMBING WP TOP PLATE EXPAhJCIING FOAM AT and arrangements represented therein,are the property of PERIMETER OF PiPE Deerkoski+Arm Design& Engineering,DPC. _PROVIDE INTERIOR SHEAT No part thereof shall be copied,disclosed to others or used in TOP PLATE EXPANDING FOAM SEALANT ~- — WOOD FRAME SOFFIT = � T -PROFfL SHEATHING ING connection with an work or project other than for which the EXTERIOR WALL AND CEILI G P ---THIN-PROFILE S EATH y p 1 y ASSEMBLY I - CLOSURE AT EXTERIOR WALL have been prepared without written consent. TO SOFFIT ASSEMBLY ;7 p p CONTINUOUS BEAD Drawings&sf7ecifications,as instrucments of professional EXPANDING FOAM PROVIDE INTERIOR SHEATHING OF SEALANT service,are and snail remain the Property of the engineer. SEAi_AtdT WALL STUD AT EXTERIOR WALL PRIOR CONTINUOUS BEAD WALL S rte ' TO SOFFIT ASSEMBLY OF SEALANT HOLD HARMLESS: i Deerkoski+Arm Design&Engineering,DPC,and there WOOD FRAME SOFFIT Associated Engineer,are not overseeingthe construction of this CONTINUOUS BEAD ASSEMBLY LADDER BLOCKING building. OF SEALANT ---INTERIOR EXTERIOR INSULATED WALL The use of these drawings by any contractor.subcontractor, CABINET builder,tradesman or worker shall Instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design& Engineering.DPG. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means, methods,techniques,sequences or procedures,and for any safety precautions and programs in connection with the work and further shall hold Deerkoski +Arm Dr:sign&Engineering DPC harmless for the costs and problems E arising from the negligence of the contractor,subcontractor, tradesman or workm�;n, AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION AIR SEAL AT BUILT-OUT SOFFIT The use of these dra,ry ngs also implies that Deerkoski+ArmAIR SEAL AT CABINET SOFFIT H SINGLE-STORYAIR SEAL AT CHASE WALLS(/PLAN Design& Engineering DPC,shall take no responsibility for the GreenBuildin AdViSar.COFtt ((`"'��+� (� hh plan user's failure to carry out the work in accordance with the 9 Scale: 5-{� GreenBuildingAdvisor.co Scale: tJ 112 GreenBuildingAdvisor,Cam 5- 112 GreenBuildingAdvisor.com f� drawing contract documents or any and all applicable building Scale: csa,..,.r, , nL er 7 gAdvisor.corn 5-V f V 7 GreenBuildingAdvisor.com r,,�' -01 031 06w:.r�,^,ermliC 76 C� t�M SGaIe: Scale: codes and manufacturer's specifications. r LLC a:Yrt: ".._.! 1 i WORK NOTES: i BUILDING SHELL INSULATION: 3 i CEILING-FLAT: NA SEALED ATTiC- R-38 CLOSED CELL INSULATION(ASSEMBLY) CEILING•VAULTED t HOT ROOF: R•38 CLOSED CELL INSULATION EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R•15 BATT EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS i t CAVITY iNSUL CAVITY INSUL WOAD FRAME FLOOR RIGID INSULAT RIGID INSULATI •-•.,�, ASSEI�I�'L�---• CONTINUOUS BEAD OF - FLOOR GRILLE AT SLC AT SLOPE SEALANT FLOOR DUCT BOOT CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEA 17HING SUBFL R INSTALL SHEATHI INSTALL SHEATH ATEXTERIOR WALL PRIORf TO SOFFIT ASSEMBLY ON TRUSS PRIOR 0ON TRUSS PRIOR L-1NSULATED FLEXIBLE F RAM I t V FRAMING CONTINUOUS BEAD DUCT OF SEALANT TIE AT INNER LINER VENT VENT VEN V EN D MASTIC AT INNER LiNER WOOD FRAME SOFFIT TIE AT OUTER LINER ATTIC ATTIC ATT IC--INTERIOR ASSEMBLY CAVITY I N S U LAT) ATTIC CABINETR CAVITY I N U LACI-G- UNCONDITIONED SPACE CONDITIONED SPACE E 7 AIR SEAL AT CABINET SOFFIT 11 TWO-STORY AIR SEAL AT DUCT BOOT CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY STEM if CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS S TEM/! j ABOVE CONDITIONED SPACE ABOVE UNCONDITIONED SPACE GreenBuildingAdvisor.com Sca► N _ V-0- 5-01032 GreenBuildingAdvisor.com 5-01033 Green Build ingAdvisor.corn Scale: 5-01035 GreenBuildingAdvisor.com 5-01015 iJ.a, re„Lt.Cz s e1 112 - Scale: craeexys ,. LLCacx7e S�rMw a, ,,ren,Lir..mu3 Cale: LLC PROJECT: I E� t t i Z 0 U M A i SILL SEALER CONTINUOUS BEAD ,.- SILL SEALER METAL FLASNI OF SEALANT METAL FLASH) CONTINUOUS BEAD CCONTINUOUS BEAD OF SEALANT WITH 1l4 OF SEALANT CONTINUOUS BEAD OF ADHESIVE INTERIOR VERTIC E TUB UNIT p CONCRETE SLAB WITf I gra 3915 STILLWATER ROAD CONTINUOUS BEAD INSTALL PLUMBING AT 314THICK RIG a CONCRETE SLAB INTERIOR L INSULA . • aA 6„ c ► I"THICK RIG) OF SEALANT PROVIDE INTERIOR SHEA HI ATTIC INSULA . ' a {.VTCHC�GUE NEWYORK 1935 A INSULA . , ► a.. a + ' AT EXTERIOR WALL PRIORj .............. . _ PROTECTIVE ►r ► . r 1000-137.00-01.60-005.001 TO INTERIOR WAL SE BL WOOD TRUSS F COVE > PROTECTIVE ►. ► r FLOOR TRUSS COVE R - _."."i_. ASSEM LY SHEATH INTERIOR OFCESS TO FINISH E , '.a P FINISH E �' ► ° r. J.... ATTIC AC > ` �t »' a , 1 OF INSULATION - "...". - DRAWING TITLE: ; 4 I " i : CONTINUOUS WALL— i —INTERIOR VERTICAL 14A E1 RIGID INSULATION _; a '`i r► a► a» INTERi R I �. OF SEALANT PROVIDE.INTERIOR SHEATHING WA i L I .-:::_ » a ► a. ,. !GENERIC DETAILS AT EXTERIOR WALL PRIOR a TO INTERIOR WALLA ..._.. _,:.::'..i. c" » A a."` ACCESS PANEL • CONTINUOUS BEAD DRAW ACCESS PANEL NUG _. 6 POLYETHYLENE P ..., MIL PO N I.::. ..! • POLYETHYLENE OF SEALANT j WITH PERIMETER WS � �,; _:., , ,..:_. :' � '� � (CONTINUE UNDER p L INTERIOR GYPSUM WALLBOARD ETRIM AS REQUIRED ` : NSLAB) i PA * �: E TIRE SLAB , _.._ ,. } SET: ISSUED FOR: DATE: FINISH CEILING AS AIR BARRIER ; ,. . . : ; ':,: _ -- - ;: ; - _.._ ENTIRE SLAB} , , , . i LADDER BLOCKING AS REQUIRED € i. _ i; INS .. _ ... ., ULATED EXTERIOR WALLLADDER BLOCKING AS REQ'D INSULATED EXTERIOR WALL s i � I f CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND J DIST AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AiR SEALING AT ATTIC HATCH/!FINISH SCREWS TURNED DOWN CONCRETE SLAB Il 314"RIGID INSULATION TURNED DOWN CONCRETE SLAB// 1>r RIGID INSULATION 5-02011 5-02020 5-02021 5-02022 GreenBuildingAdvisor.com Scale: GreenBuildingAdvisor.com GreenBuildin Advisor.com f 1 -0000 t� SEAL: DATE: ms,.7,t+i�� n,LCl�:q Scale: g GreenBuildingAdvisor.com Scale: g GreenBuildin Ad'tisar.Cam scale: 0 P<u:r;hvi;«em:+LLC 2f tt��,t� i O 9ut,�inrx;rnan L.0 Scale: ; GreenBuildingAdvisar.cam �l�vV�2 May 11th, 2021 e : (S 8ututv+{t rrren LLC:+769 ! SCaIe• C 8v>lemr^r.•aM tLC1rf,•; PROJECT NO: 2021-24 I;_,U NEW DRAWN BY: CO 5 i[RO�� CMA CHECKED BY:cc r las W JJD LLl SCALE: 1" = V-0"V A'40FCSS\O� SHEET NUMBER: G- 1 5 DOB NUMBER: OF JAMES J DEERKOSKI, E @ DEERKCISKi + ARM DESIGN AND ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS <y 1 Fes;"` - 0` '.: I tr BEAD CONTINUOUS BEAD DESIGN AND ENGINEERING DP"C OF SEALANT 16 LIBRAPY AVE. SUITE C WESTHAMPTON BEACH NY 7 7978 I - 637»757-6077 CARMBBBB@AOL.COM CONTINUOUS BEAD OF SEALANT ENGINEER OF RECORD; E I If E --CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER _ E �NGINEERiN �a 51iJG�Ui C,t.UflGi tUPr;tk SSUfYiC€3i • consu4inIg CEILING GYPSUM BOARD AS AIR BARRIER JAMES J.aEERxcsKl P.E. CONTINUOUS BEAD 16 LIBRARY AVENUE,SUITE C,WESTHAMPT©N BEACH,NY 11978 OF SEALANT jamesdeerkasktCgyahaa cam 631-774-7355 WINDOW UNIT AS CONTINUOUS BEAD a�rfNEI�sHIP USE ciP DOCUMENTS: AIR BARRIER OF SEALANT drawings p s These draAin a and specifications including the ideas,design and arrangements represented therein,are the property of —CONTINUOUS MINIMAL Deerkoski +"Arm Design& Engineering DPI. CONTINUOUS> M INIMAL No part thereof shall be copied,disclosed to others or used in EXPANDING D I NG FOAM AT connection with any work or project other than for which they EXPANDING FOAM AT WINDOW PERIMETER have been prepared without w1tten consent. WINDOW PERIMETER Drawings&specifications,as instrucrr:ents of professional —CONTINUOUS BEAD service,are and shall remain the Property of the engineer. OF SEALANT HOLD HARMLESS: ------ CONTINUOUS BEAD Deerkoski+Arm Design 8 Engineenng.OPC,and there OF ADHESIVE Associated Enaineer,are not overseeing the construction of this CONTINUOUS BEAD building, {?F SEALANT WINDOW UNI T AS The use,of these dravAngs by any cortrnrtor,subcontracfor, AIR BARRIER builder,tradesman or worker shalt instigate a Ita[d Harmless Agreement betY,veen the drawing user and Deerkoski+Arm CONTINUOUS MINIMAL Design& Erin iner:rirra,[?f'C. EXPANDING FOAM AT The user,hall in factt agree to ord Dcerkoski+Arm Design Engineering DPG harmtess for any responsibfltty in regard to the WINDOW PERIMETER construction means, €~:ethods, t-chn,L,c:cs,s?E�uences or CONTINUOUS BEAD procedures, and he any sa and precautions,halls old Derr,roski iri connector with the wart.and further shad hold Deeri<ns':i+Arm CONTINUOUS BEAD OF SEALANT ailing r mthe Engineering DPCt7armlrssfor the itti ntrprohlems r, CONTINUOUS BEAD arising from the reman.nre of tt:e contractor,sung©ntractor, tradesman or workman. OF SEALANT OF ADHESIVE ' CONTINUOUS BEAD The use of these ring drawings also Implieslakthat sponsi ski fArm CONTINUOUS SILL SEALER p Design&Engineering DPI, shad take no responsibility for the Ian user's failure to car out the work in accordance with the - FULL ',NIDTH OF MUDSILL OF SEALANT drawing Contract documents or any and all applicable building codes and manufact€vrer's specifications. FOUNDATION WALL AS iR BARRIER WORK NOTES: CONCRETE SLAB AS AIR BARRIER BUILDING SHELL INSULATION: o �-------�-- E CEILING•FLAT: NA SEALEDATTIC- R-38 CLOSED CELL INSULATtON(ASSEMBLY} CEILING•VAULTED t NOT ROOF; R•38 CLOSED CELL INSULATION CONTINUOUS BEAD EXTERIOR WALLS: R-2T 2"CLOSED CELL INSULATION+R•15BATT G e7 EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT OF SEALANT FOUNDATION WALLS: NA 4 I ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REOUtREMENTS L�1NER CONCEPTUAL SECTION UPPER INC STRATEGY // � UPPER WALL SECTION 5-02002 STRATEGY 1/ - - 0 GreenBuildingAdvisor.com Scale: GreenBuildingAdvisor,com Scale: 0 Bu.EdingGmen LLC 2008 I tO BulldingGreen LLC 2003 EXTERIOR INSULATED WALL- . PLYWOOD/OSB SHEATHING PORCH RAFTER r 2x LEDGER ON TOP OF INSULATED EXTERIOR WEATHER BARRIER ". STUD WALL AND SHEATHING- — ROOF 4YLiGHT * EXPANDING FOAM SEALANT StOq{i'�G AS RENRED ROOF RAFTER t . --M CONTINUOUS BEAD Of SEAL)NT I — WSUM INSULATION ARD BOX ENCLOSURE � MANUFACTURED RECESSED LIGHT ENCLOSURE - V//l/ l� i LA I ATTIC INSULATION --R€YALLIE%T�HCKNESS PER CLIMATE �f � ATTIC TRUSS-{{ I � ATTIC TRUSS •�. � ', I � EXPANDING FOAM SEALANT ? COtJ1TNUC>US BEAD INSTALL INTERIOR SHEATHING -''BUILDING PAPER _.... OF SEALANT I I PRIOR TD INSTALLATION OF s '� r R r FIMSi ENCLOSURE %d WEATHER BARRI _ MIN_ M'N - - `,- - — [ € i :��-.} t�.�..- ` ��'f w `' a I C{�tTtNll€X1S BEAD OF -_- - - -- ' INSTALL SHEATHING AT ATTiC SEALANT - __ SIDE OF SKYLIGHT SHAFT - -EXPANDING FOAM SEALANT AT PERIMETER -EXPANDING FOAM SEALMIT AT PERIMETER —CONTINUOUS BEAD OF SEALANT -CONTTNLICTt15 BEAD OF SEALANT "_ SKYLIGHT SHAFT —CAVITY CAVITY INSULATION i-- 14'x}FRAME DRYWALL CEILING —DRYWAII I----RECESSED LIGHTING FIXTURE --------RECESSED LIGHTING FIXTURE LING -ATTIC INSULATION FLOOR ASSEMBLY ` BLOCKING AS REWRED ____- _GYP"BOARD LINER --- i ed e 1 AIR SEALING AT PORCH ROOF AT 1/2" PLYWOOD EXTERIOR SHEATHING TBC D-14 PROJECT: AIR SEALING AT RECESSED UGHIING IN ATTIC TOC-D-13 - AIR SEALING AT RECESSEQ LIGHTING IN ATiiC TBC A-13 AiR SEALfiNG AT SKYt1GHT SHAFT TBC-D- AIR SEALING AT DOUBLE WALLS TBC -O Green B �,I i 1 C� !n C� � C� V I S C>C". C Q n'1 201c��: --0204 5-02041 T,,-D - 5-02042 - 5-02043 ��L�ildi�,g�re�n LLC �Q©� Z 0 U1 A S GreenBL�ildingAdvisor.com � GreenBuildingAdvisor.com She: - Green Sebe: Green Scale: 146uodingaroen LLC 2008 esuldtng0reen LLC 2006 08uflding0reen LLC 2006 *BuRdtngOreen LLC 2008 .... ........_ _ _ _ _ __. _ __. _ _ . „ _ _ . __ _ _... __._._. _---_-_____ _------- __ ___ _. _ _ ___ __ ___ _ ..-_ _ -_------ __ ._ _ . __.__. -__ . . .__ _ ._ ... _..... __ __ _ ___ _ _ _ _ ._ _ _ _ .._. .. .__,_. _ E E EXTERIOR INSULATED WALL 3915 STILLWATER ROAD RIGID INSULATION SHEATHING curcHOOUE, NEWYORK 1195 "R—�lALUE/THICKNESS PER CLIMATE � .� ��-�3�.oa-o�.oa-oo�.00� (TAPE ALL JOINTS) I! PORCH RAFTER DRAWINGTIiLE: ATTIC INSULATION Y� I ATTR FLOOR FRAMING 2x LEDGER ON TOP OF . ATTIC INSULATION l INSULATION -R-VALUE/DEPTH PER £X.IMATE' � RIGID INSULATION-�-� �,-�'"'�-'.�"-"'-"� I a GENERIC DETAILS INTERIOR INSULATED i} WALL BETWEEN RIGID INSULATION - 'R-VALUE/DEPTH PER CLIMATE COMPRES S WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE CONDITIONED SPACE AND ATTIC --COMPRESSIBLE WEATT{ERSTII3I fiNG AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED I ROUGH STRINGER---„-----------..M- SITE BUILT ATTIC ENCLOSURE- MECHAMCALLY SECURED '! I YPSUM BOARD '� SET: ISSUED FOR: DATE: } BOTH SIDES OF WALL} "' 1 MECHANICAL LATCH TO PRESSURE e -- --SEALANT TYPICAL � - ` SEAL AT WEATHERSTRIPPING INSTALL INTERIOR SHEATHING -------�-------------------- AT EXTERIOR WALL PRIOR I - v MECHANICAL LATCH TO PRESSURE r TO INIIDtIC#t WALL ASSEMBLY 4`* ( PARTITION I - FOAM EXPANDING SEAT AT AL LATCH TO PRE FOAM �» L.SEALANT ... ; I WALL ARTTTTON ----- — --_-- _ ;x. WHCXE HOSE FAN (SEASONAL USE) I4AFAa u I'm DC'd`; STrtiR � - - LL 2x4 BLCKK�CING �' 3 LADDER MING AS REO"D 3 EXPANDING FOAM SEALANT � MUTED EXTERIOR WALL J ° SEAL: DATE: SECTION THRU STAIRWAY SECTION THRU WAIS AIR SEALING AT PORCH ROOF AT RIGID INSULATION SHEATHING TBC—D-14 nn�y 11 th, 2021 PROJECT NO: OF NE 2021-24 TRO-D-12 - 113C_D- TBC-D-5 Tec -1eGreen 1.1 I ( C� I Irl V 1 S I'`. G CJ n'1 DRAWN BY: AIR SEALING AT INTERIOR WALL BETWEEN CONDITIONED SPACE AIR SEALING AT WHOLE HOUSE FAN ENCLOSURE AIR SEALING AT ATTIC PULL DOWN ATTIC STAIRAIR SEALING AT COMMON WALL BETWEEN DWELLING UNITS � ��(II�; Pc�S DvFR�oO,p� CMA 201 AND UNGONDITIONET) ATTIG 5i��044 5-02047 5- 0�}048 5-02049 6T}BuildingGreen LLC 2QCJ8 GreenBuildingAdvisor.com �� UL Green Scab Green Build in Scale: L GreenBuildingAdvisor.corll ,calx >�' ';3fi tEGKEDBY: 08ufldingOreen LLC 2008 69uBdIM00roen LLC 2008 0outldingoreen LLC 200e 08vfId1ng0reen LLC 2005 m ? j JJD d Z ALE: -3 ..... ... ........ ................ ... ... ............... ... ..... ... ..................... ......,............ ................._........._..............................,_...........-......._..... ....... .................-.................................-. ............,_........._.........................._.. .....,...,.......... ......._....... ..... .......... ........ ..... .... ............................ ..... .. ... ..........,.. ....... .......... ._..... .....-.-.-..... ...,........,..-.............._...._..-..........._.. .0 " V-13" 50 St NPS SHEET NUMBER: DOB NUMBER: OF JAMES J DEERKC3SK(,PE @ DEERKOSKI 'i• ARM DESIGN AND ENGINEERING DPC $' STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC 8 GEOGRAPHIC RESIGN DATA"PER R301,2 RCNYS.TO BE DESIGNEDTO MEET 13€}mph WIND LOADS, Concrete Slab Schedule 3�'-6" 17`-g" �: , .• � � n.. �.,�s., �„� ��, a�”. " q .: "..' .<,; ,,:;:''. D t Cis t d 6e E:N C t tt1 F"F.s$1114 r-C " £�r's�.r r(7t"i C € t 1!'q qs E y rJr, �` Sdr- " i rt 1 L7=..{3./`r " �::•-�rx e,; > ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: S7 4 ''' J Or = C�.tC. LAI i/ Y6 2.Ci:rr€C. yu„'lr ON dAt�R R,1R fwR Obr.Ft B CO 11'ACTE 3 GP,AtrEl. ' <sx 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) II.L !? CLEAN SAD � 4„ R#i'Jr{7f�CED CONC. SI.AD Nlf 6Y,f; IO 1! Vr41 LAPPED $cO APOUI'd0 E?El"dFORCIN}; 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE / r� Fz K C s Ic i + ARM 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE @ # 6 RENrCl?CIN RODS, 12" LON'S, ElOYNELCD I EPOYIED INTO 101INDA,TiON WkLL 0113" O.G, 15'-4" DESIGN AND ENGINEERING DPC 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION i b" PC1'dF ?CED CONdC. SLAn it12 6X6 2.Ox6`12,0 ylre° O�rR CLEA°; OOI1I'AGTED SA''i OR CRB.' L 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS FDS t s Lie raAr?v AVE. E3UI I£ C vreerriaMPCOr! BEACH rev s 7!a (FDS) NJOTP 4C"IPSil CO'ICREI[ MINI, 0 GAF:A-E SL AE; NOTE. ENS`J!7,L SOIL BEARIN5 CAPACITY � � � � 631-767-6071 CApmaBeS A0L-00M 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SQPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 ENGINEER OF RECORD: HOME ENERGY RATING SYSTEM(HERS INDEX RATING) C? Q 0 _ E "E i t f; REFER TO CONSTRUCTION NOTES,AND DETAILS Concrete Footing SC�IOdUlC � _ F1 1 24' x 10" CuNJCRITI FQ0`RNG iso Jl t4) #5 BARS (THF LONl WAY 1 I' } FRAMING LUMBER AND TIMBERS " — " _ f 5 F,'RS 2� ac r riO�'"I" A4' E N G I N E E R I N G „._,_.__.__<.,,.. si?:ebiures enca:nerf;c;' s�rwices • eonsulPin1 1.All wood framing shalt be installed in accordance with the American Forest and Paper Association Wood Frame Construction Manual".latest edition. ` 48" x 4?, X 12" "ON.l:"F'--fE EDOT±I, wl #; BAPS' - 6e, on (BOTH `lPECTlOt,S - T�Y`R) 2.All fasteners shall be installed In accordance with American Forest and Paper Association"National Design Specification for Wood Construction",latest edition, r� PF-JIXT SIl,1F" ONO S?R'I)"d, TIE POST AN'HC!'S 3.All framing lumber shall conform to the following governing standards; E-a --- --------� --- JAMES J.DEERKOSKi P.E. A. American Institute of Timber Construction,"Timber Construction Manual,"latest edition. € 24 x 11" C'`;%I'C iE FCrO f1IdG t,/ (A) #S B-):a - 113'0711 I3i1[.M CN5 - ]?'I't 95 LIBRARY AVENUE.SUITE C,WESTHAMPTON BEACH,NY 11978 B, American Forest and Paper Association"`National Design Specification for Woad Construction," edition. P i PR^'';'7E. Si111=EIYl w" .'Jf> TIE FC:,T AikCi]CFti i� i }amesdeerkasklnyahoo corn 631.774-7355 4,All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. ----------- --- ----- ----- ---- ----- ---- -- -- ---- ---- -- --- -- ---- —- -- -- 5. Framing Lumber shall be from a Sustainable Forestry imitative(SFI)certified suslainable forest,The contractor is responsitsie to submit ce.tificalic, to the design aD`-Ca" s na ; civ civ OWNERSHIP&USE OF DOCUMENTS: professional for review prior to construction. 6.Sawn framing lumber shall be of the fallowing minimum grade and specie for the specified tJSe. � cit These drawings and specifications including the ideas,design Rafters: Douglas Fir Larch#2,Fb=900 ps',E=1,600,000 psi,Surfaced Dry C* �f t ® S? t S�a � L'� ��,1�� and arrangernents represented therein,are the property of r Joists; Douglas Fir Larch 42, Fb=900 psi, E=1,600,000 psi.Surfaced Dry Steel 1! (fit Plate a Schedule 1 � 57%2" DeerkQski+Arm Design& Engineering,DPC, Studs: Douglas Fir Larch Stud Grade, FG=850 psi, E=1,400.000 psi.Kiln dried 15 !,moisture content -- I� No part thereof shall be copied,disclosed to others or used in Plates boughs Fir LaFGtt Stud Grade,Surfaced Dry. -P! ;:},- ,r v zfi F^:::r E nt (s,1 >r,''' Ton RIM- lfpnf F nY� t, '�',^,rc dna t+,y,t Ld ,3!"rr I 1 " _ y^'.v 1 connection with any work or project other than for which they Berims Douglas Fir Larch#1,Fb=1000 psi.,E=1,700,000 psi.Surfaced Dry ® CE have been prepaFed.without written consent. i Posts Douglas Fir Larch#1, FC=1000 psi„ E=1,600.000 psi.Surfaced Dry i ! c i Drawings&specifications,as instrucments of professional 7,Sills in contact with concrete or masonry shall be 2x Southern Yetlgw fine#1 Pressure Treated or 1-1/2"thick preservativetreated TimberSirand LSL treated sills. _' TipLr:ciiu^ s- I i service,are and shall remain the Property of the engineer. 8 Nailing shat)conform to Table 2304.8,1 in the tn#Orrtatlanal Building Code 2012,Naris specified on;glans are common nails, ---- - -- — -- 1 " I 6'-11y 15'-1%" I 9.Where sawn framing lumber is flush framed to engineered lumber(LVL,PSL,LSL),glued-laminated,or steel beams,set the girders 1(4"clear below tale of " '". ,,r." f.,-,r -,. .. c,r, Pr,.+;, ;rl, I/'^ ry P,is - `r,;t, ' e 11'ppf,res rd PciF Lot,, .r; a.. t r. In., v f,c. ,.f, C a a C HOLD HARMLESS: I I framing lumber to allow for framing lumber shrinkage. .. r ., .. t .b _• 1'?" ` u,:n IoundateC"z v...aii d 13",<•r.,t,,l trphxir+d 10,All rafters and joists shall align directly will,,studs below;where required install additional studs. --..---------"-----------_-.--- .___.--------_--__-------_----- ----_---------.-.-_-._-._--" 4"I,.r rt„r.w e x 6.nlcno yr<dded vr=re Deerkasl:i+ArnT Design& Engineertnq,DPC,and there 11,Lap all plates at corners and at intersection of partitions. I mesh lapped ar:r ,wUnvan amt,n+J rn{nfnrcing � � � � ASSaglat£'d Engineer,are not bVefS€.'eing the COrlStnlgtian Of this 12,The ends of beams shall be braced against rotation with blocking, hangers,bridging,bolting,or other means approved by the design professional. #1 Reln`crcing saris,in ptm r�.y building, 13.Built-up columns shall be fabricated as follows: CONCRETE FOUNDATION WALL NOTES I OPTIONS: 1! � �'n :h.1unm n.1 at tar,a'p.c.r,l'f, � � � � — The use of these drawings by any contractor,subcontractor, Column from 2x4 members: PRO'�IDE IIIN'.3C'G a`CC^;CRT FOUt;u ,,_10N.i tL$ — — — — builder,tradesman or worker shall instigate a Hold Harmless (2)Laminations: (1)raw of 8d nails on each side of column,8"O.C.staggered. PROVOE k11N T CCN+CRETE CO`iEP,i,ALL REEA,R,TYP. ` _ Anreement between the drawing user and Deerkoski+Arm (3 Laminations; 1 raw of 30d nails on each side of column.8"O.C. staggered. • • a _� �—.__. .� _ _ _._ __,___ • '. _' ( } Design& Engineering,DPC, Column from 2x6 members: 1fj"G!"dGFE"=u'i",=!E e k BARS 24"G'.G.'EFT'CA HDF[ZU`dTAI °�°r • The user shall in fac'agree to hold Deerkoski+Arm Design& (2)Laminations: (2)roves of 8d nails on each side of column.8"f3.C.staggered. Y ( FI) -� -"- " L� n ire - �-- — --- EngingPrincl DPC harmless for any responsibility in regard to the 3• Laminations; 2 rows of 30d nails on each side of column,8"O.C,sta eyed. 14'3% 4'-7;;, r-, C •,., ti r • P ( ) ( } egg 5�8' ,"Crsr,rv�n .` ",. >>f' Gg3StfUcc:Ce,rr+E?£1n:i, mP.tti0.f5.techniques,S.CIUenC:?iClr , h :,v n it:rvR BELT MAX,4,,�A,, L•�°�)(I � � „ .;7._�f 6" 2'-R"•-."'- 1,s 1 Y„, 1 14,Whffe posts are specified on the drrawings as 4x4,4x6,etc,they shall be solid, not built up from studs ,raw ��, procedures, and for any safety precautions and programs ill to r , , < 12”F?Obi E.A",H CIOFN I ,a">;'c"ForOTilaG s P1 > "X t0'"Gr.pTIl,a canneCtlar with the wank and further shall hold Deerkoski+Arm 15.where wood posts are specified above and below a level of floor framing. maintain the same cros�sectional area through the thickness of the floor either by l post, g g g ` g p. s Ya'iT 3 x 3 s: ;;`zT fiL"GER { Rrr FR To gF-Pill x ( z r:Tc�-rr. a.lt. g g DPC flatmless for the costs and problems continuing the st,addin LVL blocking underneath,or adding abeam of the sante width as the largest c.,t. cr, uy � � Desi rt P.Engineering 1L'r"QlJN A,'KJN v':FA.Li. Z) I']"r'()U*.l0ATI0r.WALL 16.1 dhere wood posts are specified an the drawings,the supported beam(s)shaft bear an the full crass section of the past. 4'+ r r r<.Tr�r r_t.{L -' -' ( arising from the negligence of the contractor,subcontractor, Li_ it_ I RF-rEFTOC'f:"*ASL 4" 17.Pravide cross bridging a4 maximum 8'-0"o.C.for all joists. �'✓.+ * �� 1 � tradesman or workman. PROVIDE-" Ahi;f{'3R ' > RQVir£''" R}rr:r}R 18.No joists shall be cut,notched,or have holes added without approval. 130i,TS -ar"or:!.14XIt,1UrA -� -0 ? ur;L7`,; .32'(w,irlAht'A ,f 1 The use of these drawings also implies that DeerkQski+Arm 19.Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof,unless noted otherwise, 12"FROM COR!J+RS <r 12'r ROM,CORNERS Design&Engineering DPC,shall take no responsibility for the g, a3 12"FROM 0PE FiNGS ` T 1^"F s'yf.i C? t7ftiJGS I 20.Where the bottom ply of the tap plate is interrupted by a raised header beam,no splice in the top ply shall be located over the header or within v-0"of each end t R!fY FURNACE AND MFGt-rANICAL ECaUIPrY1,N, � � plan user's failure to carry out the work in accordance with the h, VERIFY ALL DiMENSIC,^r5 � drawing contract documents or any and all applicable building of the header or the splice shall be located at midspan of the header with 12 10d nails each side of splice, r 21,Do not install non-load bearing partitions below load bearing beams until all load bearing framing Is completely installed, including roof framing 3-112"x 14"LVL w,PE s A: � ,�. 1f`-ti/" iNI , LL AS PGR t:1, ,%,urA0 URER'S codes and manufacturer's specifications. 22.AII bolt hales in load bearing wood framing components shall be no more than 1116"targer than the bolt diameter. `- �._L_F HEADER "'' sl�Ecl1-ICATlpNs AND NYS CODE I 'VERIFY ALL FINISHED MATERIALS MANUFACTURED WOOD PRODUCTS @7F3 AND CLEARANCE TO COMBUSTIBLES I C? WORK NC)1 f S: �, AS REQUIRED BY NYS CODE r 1.LVL(Micro Lam)Beams:Manufactured by iLevet by Weyerhauser.Fb=2500 psi,E:=1,900,000 psi. ci 2,PSL Parailam Beams:Manufactured b !Level b Weyerhauser.Fb=2`000 psi,E=2,000,000 psi Bu►LDINGSHELLINSULATION: ( } Y' y Y p p � � � � � L � VERIFY VENTING AND � � 3. PSL(Parailam)Columns}Posts:Manufactured by iLevet by Weyerhauser.FG=2580 psi,E=1,800.0Ct0 psi � III r' AIR INTAKE REQUIREMENTS � � q"_4" CEILING-FLAT: NA 4,TJt members:Manufactured by ILevel by Weyerhauser. �� F2 11-----4 7YJ" g a SEALEDATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) 5. LSL members:Manufactured by iLevet by Weyerhaaaser. W "��"" ! <, * I - [ CEILING•VAULTEDI HOT ROOF: R-38 CLOSED CELL INSULATION 5.Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the iii z I x © swl EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R 15 BATT proposed Substitution, DD2 N o C, EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT i L7" cv FOUNDATION WALLS: NA 7.The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifiers guide,unless noted otherwise. — � � � � � � �I� � � u ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL PLYWOOD " 3-112"x 14"`LVL � SOUND DEADENING INSULATION_ 1, Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on ail sheets.and made i a= Co FLUSH HEADER cn With exterior glue.Sheathing shall be of the fallowing thickness:Roof 518"or 314".Floors 314"tongue and grooved,Walls 1r2" � � � � � � REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 2,All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge support as �, U_ m �_ " Q required for plywood sheathing. �m 3.Leave 1/16"space at all plywood panel end joints. Leave 118"'space at all panel edge joints if not tongue and grooved. q01 EX �F9— - 7 Qal.l. TO RY111FMETAL WOOD CONNECTORS t4 BOX Per a TO r pv.hrFt.t, 1q'-3Yt" .- -9 " .- 14`-91/ i FG.00R DRAIN 1.Simpson products installed per Wood Construction Connectors 2011-2012(C-2011)by Simpson Strong-fie. 1 t3" 16"8�" 2.Use common nails at all metal wood Connectors. `"' � r2 �; 3< 10d 1-112'nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted an plans 4,Install Simpson face mount hangers at all flush framing conditions,Use face mount hangers specified in!Level Joist specifiers guide TJ 4000 and!Level Beam, • Co Header,and Column specifiers guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan, P 5.Provide metal hurricane anchors at each rafter,Unless noted,use Simpson H2.5A or as required by the local governing building cede, W12 x 65 STEEL I BEAN(FLUSH) W 2 x 65 STEE 1$EAP1!FLUSH PZ � W12 x 65 STEEL t BEAM(FLUSH) W12 x 65 STEEL I BEAM(FLUSH) 6. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers, �' — 7.Where ACQ or CuAz woad preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate methods for L_ 1=2 P� � r2 PFfOVIDE ANDRAiL protection against corrosion of connectors and fasteners must be approved by the design professional I I F � — I At D GLIA DRAIL L____ _ _j A RSQu! -o STRUCTURAL STEEL - us u %% B CODE 1.All structural steel work shall conform to tl'e following governing standards: ct7 3'-11y --' A.AiSC"Specification for the Design,Fab-~!cation and Erection of Structural Steel for Buildings,"`latest edition. ` 1 3 ca L B.The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"ta"est edition. , 9 c7 2 � L? 2.All structural steel shall conform to the following ASTM specifications: A.Plates:ASTM A36 DDS P2 @x d F3 B.Rolled W-Sections:ASTM A992 Grade 50uJ <- C.AII ot`•ier rolled sections:ASTM A36 ' — xCD 1 D.Tube Columns:ASTM A500,Grade B. JJ I g t _ E.All bolted connections are to be made with 314"A307 bolts with ASTM F436 washers,unless.noted otherwise Connections are to be standard AISC - 14'-3%4" _ -, x connections. , I PZLL 0 ►- ( P2`: `vV12 x,65 STEELI BEAM(FLUSH) _ F.Anchor bolts:ASTM F'1554 Grade 36.314"diameter unless noted otherwise on drawings. W • �`f12 65 STEEL I BEAM(FLUSH} - — g - BEARING WALL ABOVE � � �� PZ j i � �� BEARING WA L ABOVE � �I tarp I� _ — 4 l a 3-1/2"x 14"LVL F� FLUSH HEADER `W f ci rt(t • Ca T, SIMPSON STRONG-TIE HOLDOWNS I 7 I T ;MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS CD 7X" T-1 1f'" 1 w I 1 1 0" CAPACITY DIAMETER �5 OW • h z ( s EU HDU4-SDS2,5 4565 LBS 518" 10-SDS 114"x 2-112" `T 60 I _ HE?U8.5C1S2.5 6970-LBS 7l8s 2Q-SCIS 114"x 2-112" f`- N 1 • • ,r • • e • r- HD08-SDS3 763(3 LBS 718" 20-SDS 114"x 3" - t HHDO11 SDS2,5 1181_0 LBS 1" 24-SDS 114'x 3" FOLLOtPI MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMENDATiONS I flu Reinforcing rads,12"long,Nowa! d (4" 4" Into foundation wa!!fg Wenc,a,'ttl epoxied " 4" t`" i! 4"p.e slab w 6 x 6,91010 weld€:d w" SHEAR WALLS ARE DESIGNED AS BOTH css Mesh lapped and wavenaround reinforcing �s SEGMENTED AND PERFORATED SHEAR WALLS W 4 co Rrete haunch h anrodis ln pasted •sv� corx:ret�:haunch Ansi at Tori of p c slab 1 LS PAGES G8 &G9 25-10" AS WELL AS ADDITIONAL IER TO TEMS ON PAGES G3-G13 � � � °� ;;1 � � I� - z� - a� _� �. - ----^ `� 0 001 \ PROJECT. m �" -' - 00 Smoke Detector .., ( `-10" ----------xi-10" --f3"-30" � r sW r LCOj Carbon Monoxide Detector S1 ( im t - �� Exhaust Fan '~ � -.: a�� i`� � �` Z 0 U A W • iw T+ .101 � RESIDENCE • • N • .-• • • • # • • SW SW "SW � e SW S W Solt SW SW SW SW ----- --- -- — 3915 STtLLWATER ROAD 7'-O" �r-1�D" CUTCHOGUE, NEW YORK 11935 1000-137.00-01.09.405,001 DRAWING TITLE: 15'-4" 26'-6" 1.5r_4,r 71.2" FOUNDATION FLAN gr-6", 7"_0" r-6,4 STRUCTURAL.wr" tofu SW SW SIN• _ • • •SW rp SET: ISSUED FOR: DATE: 24'X tit"FOOTING 221-8" „ 1a'FOUNDATION WALL ,r REFER TO DETAIL PROVIDE" ANCHOR BOLTS -32'oc MAXIMUM S • t2'FROF1 CORNERS •SW 12"FROM OPENINGS FIRE PROTECTION AT FLOOR SYSTEM 14-Inch G"sum Board`"a Mineral ifvocst insuiauan 19.?i xhr s mnrtmtarn Floor she rIhin £3trrrr xl m s'Izi+erg S • •SW GYissy�nrsrcl la cols SEAL: ATE F •are tseta�r; . Wool _..... c� May 11t 021 �t r� " '"� VfGXX`it fns+;ln!i+.,:s $ , N � I!2"trlf,t r,.t��rd _.,.,. -......_,...,._, .,,,_. ..._.._.__... .._... ._..._._..._.. . ...._..,. . _.... ._..,.......__.,_.....,__........._,_.. ............_................ ..._...._......,,._.........__._..... PROJECT NO: .taint spacing(in,) Required tengih for gypsurn boards(in,) (A) Floor sheathing:Materials and Installation in accordance with 2 015 and 2012 IRC Section R503. F NEty 018,2 12 11-1/8 t 1/8 (8) I-joist:Installation In accordance with Section 4,0 of this report, Maximum 24 inches on center spacing. Minimum flange size of'1-% s'REINFORCED CONC SLAB%'6X6'N2.0xW2 0 �0�1-2 Inch"thick x 2 Inches wide, N inimum web thickness of is inch. Adhesives used shalt be as described in this quality manual approved OVER CLEAN COMPACTED SAND OR GRAVEL W F � �Le DRAWN BY tori t5�1!f€±1!#; "�' NOTE:4rJf1rSPS!CONCRETE MIN.�GARAGE SLAB: et��.:;'j'Rk(7 '� • - -.. _... ........... ......_........._..... ..................._......,.................... ...... by APA. NOTE:ENSURE SOIL BEARING CAPACITY Sp 19.2 18-114-t ill; (C) Mineral wool batt insulation:Minimum 2.5 tb;fe(nominal)and 3-inch-thick mineral wool baff insulation made orf rock or furnace stag yt ?, CMA _ ,..._---....._._...__......_..___._ .._._.__...,.,.,_.,.. ._,._.,.. ._....._.............. ........_............ . .......... ...___.........,....,. ....... .__ ... (ASTM C665 Type 1 compliant)installed as shoran with insulation stay wire supports spaced no more than 24 inches apart and no more - i iw CHECKED BY: N°t•' than 4 inches from ends of balls,Use minimum of 151+-Inch-,1B/2",and 23-inch-wide,insulaton batt when t-Joist spacing Ls 16 inches, fi �Ir iw Gl,psutn bonm Iafrst,}thz Olnwtt Qb,)Ve proviln rat lf,tmt i,4°tvof inn on+o,lap 0 its,Eon"fl,,nor,'sere +'',i,jni,t cap r:,Er�,l;d. 10.2 inCti4�S and�C4 incites 4e,Center,reSp@C1IVPly. ��D Note: (a)Periptrations or openings for ducts,vents,.electrical outlets,lighting,devices.luminaires,wires,speakers,drainage,piping and cP f (A) Floor sheathing!Materials and Installation in accordance with 2018,2015 and 2012 IRC Section 8503, t slnulat openings or penetraborts shalt be permitted. �Q 2 5 2 �� SCALE: / (0) I-joist:Instillation in accordance with Section 4.0 of this report, Maximum 19.2 inches on ranter spacing. Minimum flange size of 1-'/P FIGURE 7---FtRE PROTECTION:MINERAL WOOL.INSULATION g • •sW � li Inches thick x 2 inches wide. Minimum web thickness of /a inch, Adhesives used shaft be as described in the quality manual approved SHEET NUMBER: by APA. (C) 1-layer of'fz-inch-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the tap of the bottom A- 101 flange, Mechanical fastener oar adhesive attachment to the tap of the bottom flange is nowt reqslred, A maximum gap orf�,j inch between the edge of the gypsum and the l joist web shall be permuted. Nate: Penetrations or openings for ducts,vents,o lectricaf outlets,fighting,devices.luminaires,wires,speakers,drainage.piping and similar openings or penetrations shall be permitted, FIGURE&--FIRE PROTECTION.%4NCH GYPSUM BOARD INSTALLED f•N TOP OF THE BOTTOM FLANGE SW• • s * • •SW D013 NUMBER. OF SW SW svv SW '-6" 11'-Q" r-6" JAMES J DEERKOSKI,PE FOUNDATION PLAN STRUCTURp►L 241.0" o DEERKr,ISK1 + ARM DESIGN AND ENGINEERING OPC 114"=1r- " V STRUCTURAL DESIGN SHALL CONFORM TO CLIMATIC&GEOGRAPHIC DESIGN DATA PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS, 390-6t ' <r fix;: [ €r3t EhEC #Nr�3ta,s3 I ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) ------ 2021 — _ —2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE a - rJEERt<C7SIC1 -!•'Ar2M 2021 ENERGY CONSERVATION CODE OF NEWYORK STATE DESIGN AND ENGINEE:RiNG'DPC 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITIDN 16 uBRARY 41ik. igUITE C WE^c,THAMsi-rbnt BEACH NY e I ale 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) 631.767.6071 CARM13988@AOL.CDM 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7=18 ( ENGINEER OF RECORD: HOME ENERGY RATING SYSTEM(HERS INDEX RATING) €" l'; '' I i%' I 4! ii I ° I t ;v-. ,.. REFER TO CONSTRUCTION NOTES,AND DETAILS _ Ill 1ii I— !I f E N G I N E E R I N G seueeurcx:enq;s3r,•cr:r�gservre�s • corrsu't�na FRAMING LUMBER AND TIMBERS 1.All wood framing shall be installed in accordance with the American Forest and Paper Association"Wood f=rame Construction Manual",latest edition, COVERED PORCH JAMES J.DEERKeOSKt P.E. 2,All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for Wood Construction",latest edition. _ is Ltt3I2ArtY AVENUE,SUITE C,EERIKWESTH Ki P.E. BEACH,NY ilia 3,Ail framing lumber shall conform to the following governing standards: N ; f <:? cs lamesdeerkoskir%yahoo.com, 631-774-7355 A. American Institute of Timber Construction,"Tirnber Construction Manuel,"latest edition. t ! i� B. American Forest and Paper Association"National Design Specification for Woad Construction,"latest edition, PATIO (UNCOVERED) � t'1 � � � e`� OWNERSHIP&USE OF DOCUMENTS: of 4.All lumbar shall be grade-stamped by a recognized grading agency and shtitll.be Surfaced-Dry. i I These drawings and specifications Indud€ng the Ideas,design 5-Framing Lumber shall be from a Sustainable Forestry Imitative(SFI)certified sustainable forest.the contractor Is responsible to submit certification to the design and arrangements represented therein,are the property e professional for review prior to construction. 7`-2" Deerkoski+Arm Design&Engineering,DPC: 6.Sawn framing lumber shall,be of the following minimum grade and specie for the specified use. No part thereof shatl be copied,disclosed to others or used in Rafters: Douglas Fir Larch#2, Fb=900 psi,E=1,600,000 psi. Surfaced Dry 7'-$" 20`-11" 1 gr- " " 'connection with any work or project other than for which they Joists: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi, Surfaced Dry "10 have been prepared without written consent. Studs: Douglas Fir Larch Stud Grade, Fc`850 psi,E=1,400,000 psi.Kiln driers 15%moisture content -- Drawings&specifications,as instruments of professional Plates: Douglas Fir Larch Stud Grade.Surfaced Dry. service,are and shall remain the Property of the engineer, Beams Douglas Fir Larch##1, Fb=1000 psi,, E=1,700,000 PSI.Surfaced Dry Posts Douglas Fir Larch#1,FC-1000 psi., E=1,600,000 psi.Surfaced Dry ( HOLD HARMLESS: 7.Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine t#1 Pressure Treated or 1-1 t2n thickpreservative treated TimberStrand LSL treated sills: Deerkoski+Arm Design&Engineetirig,DPC,and there 8. Nailing shall conform to Table 2304,9,1 In the International Building Code 2012,Nails specified ort plans are common"nails. i Associated Engineer,are not overseeing the,and the e of this 9,Where sawn framing lumber is flush framed to engineered lumber(LVL, RSL, LSL),glued-laminated,or'steel beams,set the girders 1/4"clear below top of building. framing lumber to allow for framing lumber shrinkage. 106EX 105EX 104EX The use of these drawings by any contractor;subcontractor, 10.All rafters and joists shall align directly with studs below;where required install additional studs, � �, builder,tradesman or worker shall instigate a Hold Harmless 11.Lap all plates at corners and at intersection of partitions. ,� Agreement between the drawing user and Deerkoski+Arm 12.The ends of beams shall be braced against rotation with blocking,hangers, bridging,bolting,or other means approved by the design professional, ;� 5Y 2, " resign&Engineering,"DPC. 13.Built-up columns shall be fabricated as follows: o 14'-S" 24'-4f" z The user shall In fact agree to hold Deerkoski+Arm Design& Column from 2x4 members: ° 1S"-i1r Engineering DPC harmless for any responsibility in regard to the cc 107 1'-4Jz" construction means,methods,techniques,sequences or (2)Laminations:(1)row of 8d nails on each side of column,8"O.C.;staggered. -- procedures,and for any safety precautions and programs in (3)Laminations'(1)row of 30d nails on each side of column,8"O.C.,staggered. procedures, connection with the work and further Stun hand Deerkoski+Arm Column from 2x6 members: ` 1 Q6 Design&Engineering DPC harmless for the costs and problems (2)Laminations:(2)rows of 8d nails on each side of column,8"O.C. staggered. m ( � r, arising from the negligence of the contractor,subcontractor, (3)Laminations: (2)news of 30d nails on each side of column,8"O,C.staggered. `' < ( ( tradesman or workman. 14.Where posts are specified on the drawings as 4x4,4x6, etc,they shall be solid, not built up from studs. d The use of these drawings also implies that Deerkoski+Arm 15,Where wood posts are specified above and below a level of floor framing,maintain the same cross sectional area through the thickness of the floor either by 2'. l" i Design&Engineering DPC,shad take no responsibility far the 0 1 ( 1 Q5 plan user's failure to carry out the work in accordance with the continuing the post,adding LVL blocking underneath, or adding a beam of the same width as the largest post, aIII DINING ROOM drawing contract documents or any and cit applicable building 16.Where wood posts are specified on the drawings,the supported beams)shall bear on the full cross section of the post. Z ( codes and manufacturer's documents specifications. 17.Provide cross bridging at maximum 8'-0"o.c,for all hoists. 18.No joists shall be cut, notched,or have holes added without approval. — ._ v RIFY PREFABRICATED FIREPLACE MODEL 19,Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, unless noted otherwise. - V VERIFY ALL iMEIaSI Ips """" -` _ — 104 WORK NO1 ES: 20.Where the bottom ply of the top plate Is interrupted by a raised header beam,no splice In the top ply shall be located over the header or within 3'-0'"of each end — — i � _ INSTALL � ( BUILDING SHELL INSULATION: of the header or the splice shall be located at midspan of the header with 12 10d nails each side of splice. � SPECIFICATIONS AND NYS CODE # °ru 21.Do not install non-load bearing partitions below load bearing beams until all load bearing framing is completely installed,including roof framing + vERIFYALL FINIaMED tnATERIALs CEILING•FLAT: NA 22.All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. AND CLEARANCE TC3 coMevsTlsLEs t` SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) AS EARA REQUIRED O OMNYS USTIB CEILING-VAULTED t HOT ROOF: R38 CLOSED CELL INSULATION MASTER BEDROOM EXTERIOR WALLS: R•2T 2"CLOSED CELL INSULATION+R-15BA17 -�' •. I ( EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R•19 BATT MANUFACTURED WOOD PRODUCTS 10$ VERIFY FIREPLACE VENTING AND C FOUNDATION WALLS: NA 1. LVL(Micro Lam)Beams: Manufactured by iLevel by Weyerhauser, Fb=260CI psi, E=1,900,000 psi. POWER VENTING REQUIREMENTS 2- PSL(Parallam)Beams, Manufactured by iLevel by Weyerhauser.Fb=2900 psi, E=2,000,000 psi 4Y4" ( - ALLINT£R RWALLSANDCEILINGSSHALLBEf*ISULATEDWITHROXUL 3, PSL(Parallam)Columns/Posts: Manufactured by iLevel by Weyerhauser. Fc=2 500 psi, E=1,800,1000 psi �yr_2�/fin SOUND DEADENING INSULATION. 4.TJl members:Manufactured by iLevel by Weyerhauser, Ct REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIR£1�ENTS 5. L L members: Manufactured by iLevel by Weyerhauser. € 6i. Substitutions are not alloyed without approval from design professional and the contractor shall Compensate the design professional for time spent evaluating the proposed substitution. 5!/2' 7.The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide,unless noted otherwise. `�, J PLYWOOD ` , 10$ LiVING ROOM + '-104" o t 1. Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on all sheets,and made � with exterior glue.Sheathing shall be of the following thickness: Roof 518"or 314".Floors 314"tongue and grooved.Walls 1!2" 2" " l 2,All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge support as 109 r,t�, 2'- 2'-8" 16'-9s " ` _ _ ___ 2"-s" h required for plywood sheathing. / _ _ ____ — _._. — — — — ,- 3. Leave 1/16"space at all plywood panel end joints. Leave 118"space at all panel edge joints if not tongue and grooved, ( � =_ — — _-_. _....— __.. ...-. — __..� —, ._.._. METAL WOOD CONNECTORS '� � 107 � — I �- � 1,Simpson products installed per Wood Construction Connectors 2011-2012(t:,-2011)by Simpson Strong-tie, i "£� BASTER `t 6" $ 2'-9" 15'-3" f_7" � � 2. Use common nails at all metal wood connectors. ' 110 , iv , KITCHEN 3. 10d 1-112"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans V_ _ BATHROOM _ _ P. 4. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joist specifier's guide TJ 4000 and iLevel Beam, :�� y 10 Pleader,and Column specifier's guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan. 5. Provide metal hurricane anchors at each rafter, Unless noted, use Simpson H2.5A or as required by the local governing building code. 6, Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. r " 1 " r n 5f" 3' 6"_ �Er 5�" 111rl •10 3-2� 1 -11 — z 7,Where ACCO or C+r, z wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate methods for i!7 �protection against corrosion of connectors and fasteners must be approved by the design professional. ( — 102 1 t`OY" 3'-2 2" -... ...... • t t 1 CLOSET STRUCTURAL STEEL 5S -11/ i � ,-,_ ,_.�. ,_,. 1.All structural steel work shall conform to the following governing standards: , x 2`-9'la" 7'-11yt" 3l" ;2'-sl` 'L" A.AISC"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings,"latest edition. c, � � :4 r i i _ i FOYER � � —3 2Y2 i o B. The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"latest edition. Ff ry � /� CIS! 3� 2.All structural steel shall conform to the following ASTM sprecifications: /2 ;? — e �-- 4" i A.Plates:ASTM A36 -- " < B.Rolled W-Sections:ASTM A992 Grade 5Q y ` �, r� "�'-6" 2'-I 3`-4"-----'� � 103 112 c - 109 -�_ C.AII other rolled sections:ASTM A36 — °' _ ( I 101 POWDER PANTRY WALK IN CLOSET- o� I �, D.Tube Columns:ASTM A500,Grade B. I cv ROOM = E.All bolted connections are to be made with 314"A307 bolts with ASTM F436 washers, unless noted otherwise Connections are to be standard AISC r j Ll connections, 4N4-3/4� - ---- -- - -------- - - F.Anchor bolts:ASTM F1554 Grade 36.3/4"diameter unless noted otherwise on drawings. - ---- -- - -- FOO BATH— 104LU ON! n " 1176L _._1 �, 2ir!} _------».,,.,,,_,___,,..,.._,, ,...... � 1V'-9 4'1v3'-2Y r` *�rr � COVE E ,ENTRY ��" 31j - �`. SIlti1PSf0,i STRONG-TIE HOLDeDWNS � '-1 � tL i MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS CAPACITY DIAMETER 113i } _ _ __ _ _ r I MUDROOM I `-' _ -ter HDU4-SD 4565 LBS 518" i 1C}SDS 114"x 2-112" _ -5 '" I i I LLI in PROJECT: HDU8-SDS2.5 6970 LBS 718" - 20-SDS 114'"x 2-1/2'" C> i m HD08-SDS3 7630 Las 718" 20-SDS 1/4'x 3" — � MASTER STUDY 1 OFFICE NHDQ19-SDS2.5 11811?LLBS :I" _ } — 24 SDS 114"x 3" , � , . ...... _.: __-.....�..---... _-_.-............_......_. ( 1 tf 105 FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOMENDATION,3 __ t cx ii o LAUNDR iF- v SHEAR WALLS ARE DESIGNED AS BOTH 7`t��y„�- - ”-�,4" Lu SEGMENTED AND PERFORATED SHEAR WALLS -` Z 0 U M A • SW ( ) REFER TO DETAILS PAGES G8& GD 51 " 14'_5n r 'If er i rJl2" M '3f AS WELL AS ADDITIONAL ITEMS ON PAGES G3-G13 T EIDE ........... Smoke Detector 115 116 3915 STILLWATER ROAD +� 102 1o2Ex CUTCHOGUE NEW YORK 11935 [CMI Carbon Monoxide Detector-� � � w � r�,.�, -� Exhaust Fan aao-137'.aa-0l.aa-o 1 Uri -8" 3'-10" 4'`9Y2" 8'-5/z" '-5 4`-9l" 4'-5f" 61,33/4", 4'-7�8" 10-08-2021 OPEN BREEZEWAY 15-4 20'-6" 15'-4't- r q n / ROOF REMOVED r DRAWING TITLE: `'+ NO WALLS or ROOF - --�--� - - --�--�-- #-2" FIRST FLOOR PLAN 10'-6'r 7'-°" '-6" DIMENSIONS 103EX 1` SET; ISSUED FOR: DATE: C9 118 121 SEAL: DATE: 00 ca May 11 th, 2021 r`tv ca v September 11th, 2021 October 8th, 2021 PROJECT NO: 2021-24 OF NE_ V DRAWN BY: Yo CMA oEE0 ,per CHECKED BY: ;^•ss * JJD SCALE: 114"= 1'-0" c tc`O 077. SHEET NUMBER: F' AROFESSI A' 1 11 G-101 G-1 Q2 DOB NUMBER: OF �r'�^n FIRST + ,Sj LJ V JAMES J DEERKOSKI,PE - �� ENSI,ONS 25�4$gft 24'-0"' C De�ERKCeSKM �i- ARM i]E8#t3N AND ENCiehrEERehi6 DPC 114"-1'0" STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER 830112 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. I + A%rZ M r', eNr, F:'pItBCs IPI ALL STRUCTURAL AND MECHANICAL DRAWINGS$HALL CONFORM TO THE PRbJECT SPEC AFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: Steel Post & Plate Schedule 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) X " @ 11 a— — -T-1-17—i DEERKOSKI + ARM 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 5' 5N Bax libe wl x Bcse Pl��te dnd 112" Tc,,,; Rzte - 'Mrify'Plote DIr,10tionsond 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 1 0- DESIGN ANo ENGINEERING DPC 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 16 LIBRARY AVE. BUTTE C wEaTHAMPTON BEACH NY 11978 4%,4% B�x T�be w/ x Fam Flet- and 1/2" Top, Plot,,, - 'Arify Plate DTmsions and Boll Loicolicis 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) 7 631-767-6071 CARMa8G9@A0L.CDM 2021 AMERICAN WOOD COUNCIL-,SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC I SDPWS)' TJI 230 x 9-1/2'@ 12"O.C. AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 4ey 3180 B,-" Toibe V/ X Ba�e Pfate and 1/27 Top Rate - �Ieiriif�Plite D*MMT� HOME ENERGY RATING SYSTEM(HERS INDEX RATING) ��ris cid BD!1 Loml�q3 SET@ 10'-1 1/8- col ENGINEER OF RECORD: REFER TO CONSTRUCTION NOTES,AND DETAILS CL FRAMING LUMBER AND TIMBERS U. ILI- E N G I N E E R I N G ._J Stfuck�a;engnecring sel vices 0 COIflillq 1,All wood framing shall be installed in accordance with the American Forest and Paper As'3ociation'Wood Frame Construction Manual",latest edition. LU uJ 2.All fasteners shall be Installed in accordance with Am efican Forest and Paper Association"National Design Specification for Wood Construction",latest e0lon. 1 All framing lumber shall conform to the following governing standards: a, JAMES J.DEERK09KI P.E. A. American Institute of Timber Construction,"Timber Construction Manual,"latest edition, 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. jamesdoerkoski@yahc>o.com, 631-774-7355 4.All lumber shall be drade-stamped by a recognized grading agency and shall be Surfaced-Dry. Ix 5. Framing Lumber shall be from a Sustainable Forestry lini-tative,(BFI)certified sustainable forest.The contractor is responsible to submit certification to the design OWNERSHIP&USE OF DOCUMENTS: professional for review prior to construction. 'These drawings and specifications inckiding the ideas,design 6.Sawn framing lumber shall be of the follcmting'minimurn grade and specie for the specified use. and arrangements represented therein.are the property of Rafters: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry Deerkoski+Arm Design&Engineering,DPC� Joists: Douglas Fir Larch#2,Fb=900 psi.E=1,600,000 psi.Surfaced Dry, Studs: Douglas Fir Larch Stud Grade,Fc=850 psi,E=1,400,000 psi.Kiln dried 15%moisture content .9t No part thereof shall be copied,disclosed to others or used in Plates, Douglas Fir Larch Stud Grade.Surfaced Dry.' connection with any work or project other than for which they Beams Douglas Fir Larch#11,Fb=1000 psi.,E=1,700,000 psi,Surfaced Dry rr R, have been prepared without written consent, Posts Douglas Fir Larch#11.FC=1000 psi..E=1,600,000 psi.Surfaced Dry C? Drawings&specifications,as instrucments of professional 7.Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1'Pressure Treated or 1-112"thick preservative treated Timber-Strand LSL treated sills. service,are and shall remain the Property of the englnet�r. 8. Nailing shall conform to Table 2304.9.1 in the International Building Code 2012,Nails specified on plans are com-non nails. TJI 230 x 9-1/2"@ 12"O.C. 9.Where sawn framing lumber is flush framed to engineered lumber(LVL,PSL,LSL),glued-faminated,or steel beams,set the girders 1/4"clear below top of SET @ 10--1 118" HOLD HARMLESS: framing lumber to allow for framing lumber shrinkage. 10.All rafters and joists shatt align directly with studs below;where required install additional studs. DieerkosRt 4-Arm Design&Engineering,DPG,and there I 11ap all plates at comers and at intersection of partitions. Associated Engineer,are not overseeing the construction of this 12,The ends of beams shall be braced against rotation with blocking,hangers,bridging,bollIng,or other means approved by the design professional, building, 13,Buift-up columns shall be fabricated as follows- The use of these drawings by any contractorsubCitintracibir, Column from 2x4 members: 5-114"x 14"LVL HEADER (2)1-314"x 16"LVL HEADER wl(1)11"STEEL FLITCH PLATES 0: (2)1-3/4'x 14"LVL HEADER w!(1)1"STEEL FLITCH PLATES builder,tradesman or worker shall instigate a Hold Harmless' (2)Laminations:(1)row of 8d nails on each side of column,8".O.C,staggered. it W SW—---------- SW SW - SWI Zg, Agreement between the drawing user and Deerkoski+Arm (3)Laminations:(1)row of 30d nails on each side of column.8"O.C.staggered. W Design&Engineering,DPC. I I @ Column from 2x6 members: ; SW The user shall In fact agree to hold Deerkoski+Arm Design& 0 (2)Laminations:(2)rows of 8d nails on each side of column,8"O.C,staggered. Engineering DPC harmless for any responsibility in regard to the (3)Laminations:(2)rows of 30d nails on each side of column,8"O.C.staggered, construction means,methods,techniques,sequences or 14.Where posts are specified on the drawings as 4x4,46,etc,they shall be solid,not built up from studs, C5 P3 procedures,and for any safety precautions and programs in 15.Where wood posts are specified above and below a level of floor framing,maintain the same cross sectional area through the thickness of the floor either by d connection with the work and further shaft hold Deerkoski+Arm X continuing the post,adding LVL blocking underneath,or adding a beam of the same width as the largest post, Design&Engineering DPC harmless for the costs and problems 16.Where wood posts are specified on the drawings,,the supported bp.am(s)shall bear on the full cross section of tie post, @) arising from the negligence of the contractor,subcontractor, I T.Provide cross bridging at maximum 8'-0"o.c:for all joists. SW 0 tq C=w W tradesman or workman. I B.No joists shall be cut,notched,or have holes added without approval. The use of these drawings also implies that Deerkoski+Arm Design&Engineering DPG,shall take no responsibility for the X 19.Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof,unless noted otherwise. C�,, UJ C> UJ C/) M m 20.Where the bottom ply of the top plate is interrupted by a raised header beam,no splice in the top ply shall be hooted over the header or Within 3'-0"of each end CrJ to plan user's failure to carry out the work in accordance with the of the header or the splice shall be located at midspan of the header with 12 1 Od nails each side of splice. drawing contract documents or any and all applicable building 21 Do not install non-load bearing partitions below load bearing beams until all toad bearing framing is completely irstalled, including roof framingcodes and manufacturer's specifications. 22AII bolt holes in load bearing wood framing components shall be ro more than 1/16'larger than the bolt diameter, r UJ LBEARING WALL ABOVE MANUFACTURED WOOD PRODUCTS W12 x 65 STEEL BEAM(FLUSH) WORK NOTES: 1. LVL(Micro Lam)Beams:Manufactured by iLevel by Weyerhauser.Fb=2600 psi,E=11,900,000 psi. — — . — _G , — `- —— W12 x 65 STEEL I BEAM(FLUS BUILDING SHELL INSULATION: 2.PSL(Parallam)Beams:Manufactured by iLevel by Weyerhauser,Fb=2900 psi,E=2,000,000 psi - — — — — — — — — — MR-]0 WALL MVV__ 21 x62 STEEL I BEAM(UPSET)or W18 x 71 STEEL I BE (UPSET) ___ 9MNTWALTS 57E — — — — — — — 3.PSL(Parallam)ColumnslPosts:Manufactured by iLevel by Weyerhauser.Fc--2500 psi,E=11,800,000 psi P1 CEILING-FLAT- NA 4.TJI members:Manufactured by iLevel by Weyerhauser. VERIFY PREFABRICATED FIREPLACE MODEL on SEALED ATTIC- R-38 CLOSED CELL INSULATION(ASSEMBLY) S.LSL members,Manufactured by it-evol by Weyerhauser. VERIFY ALL DIMENSIONS CEILING-VAULTED/HOT ROOF. R-38 CLOSED CELL INSULATION WSW INSTALL AS PER MANUFACTURERS EXTERIOR WALLS- R-27 2-CLOSED CELL INSULATION+R-15 BATT 6.Substitutions are not allowed without approval From design professional and the contractor shall compensate the design professional for time spent evaluating the P(d V- -1-b C�: UW1 SPECIFICATIONS AND NYS CODE EXPOSED FLOOR: R-38 r CLOSED CELL INSULATION+R-19 BATT proposed substitution. X FOUNDATION WALLS: NA 7.The pigs of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide,unless noted otherwise. VERIFY ALL FINISHED MATERIALS AND CLEARANCE TO COMBUSTIBLES 0 ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL PLYWOOD AS REQUIRED BY NYS CODE 0 SOUND DEADENING INSULATION. I. Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on all sheets,and made VERIFY FIREPLACE VENTING AND with exterior glue,Sheathing shall be of the following thickness:Roof 5/8"or 3/4",Floors 314"tongue and groovej.Walls 1/2" S,VV POWER VENTING REQUIREMENTS Lu REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 2.All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge support as I— required for plywood sheathing. >eon, C4 3.Leave 1116"space at all plywood panel end joints. Leave 1/8"space at all panel edge joints if not longue and grooved. METAL WOOD CONNECTORS 1,Simpson products installed per Wood Construction Connectors 2011-2012(C-201 1)by Simpson Strong-tie. 48"LE NGTH 0=PLYWOOD EACH SIDE OF ALL JOISTS FOR C FFSET BEARING AND I OR SQUASH BLOCKS 2.Use common nails at all metat wood connectors. REFER TO MANUFACTURER'S DETAILS 3. 10d 1-1/2'nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless roted on plans --- --- (3 4. Install Simpson face mount hangers at aft flush framing conditions.Use face mount hangers specified in iLevel Jcist specifiers guide TJ 4000 and iLevelBeam, 5W C5 DEARINGWA�L ABOVE - - - - - - - - ® - r -_ -_ -_ -"4- - -- Hpader,and Column specifier's guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan, — — — — — — — — — — — — — — — 5.Provide metal hurricane anchors at each rafter.Unless noted,use Simpson H2.5A or as required by the local governing building code. re" W12 x 87 STEEL I BEAM(FLUSH)it If::; _ri_ 11 11 0� @) -, @) 6.Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. ! �2 - 3 D� — or -f-,: 0- 7.Where ACQ or CuAz wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate methods for j C13) 0 ;0 W1482 or W1 6x67 protection against corrosion of connectors and fasteners must be approved by the design professional. M u C"v xv STRUCTURAL STEEL r 1.All structural steet work shall conform to tf�e following governing standards: A-AISC"Specification for the Design,Fabrication and Erection of Structural Steel for Buildings,"latest edition. co C:� ul B.The American Welding Society(AWS 01. 1)"Code for Welding in Building Construction,"latest edition. 2,All structural steel shall conform to the following ASTM specifications: I — — — — — — A.Plates:ASTM A36 SW ------- 5-1f4"x 14"LVL FLUSH HEADER B.Rofled W-Sections:ASTM A992 Grade 50 C,All ot7er rolled sections:ASTM A36 D.Tube Columns:ASTM A500,Grade B. E.All bolted connections are to be made with 314"A307 bolts with ASTM F436 washers,unless noted otherwise Connections are to be standard AISC X �z I --_---_-_-- _ 3-ate"x9-l1:-LVL HEADtR connections, 3-1/2"x 14"LVL , FLUSH HEADER BEARING WALL F.Anchor bolts:ASTM F1554 Grade 36.314"diameter unless noted otherwise on dn�rwings. 48"LENGTH OF PLYWOOD EACH SIDE OF ALL JOISTS' SW ----- tEA=016 WALL 48"LENGTH OF PLYWOOD EACH SIDE OF ALL JOISTS FOR OFFSET BEARING AND I OR SQUASH BLOCKS 'FOR OFFSET BEARING AND I OR SQUASH BLOCKS 7 -REFER TO MANUFACTURER'S DETAILS __ 7 -X — — — — — — REFER TO MANUFACTURER'S DETAILS BEARING WAU ABOVE BEARING`MTDA_�'05VE OPEN TO ABOVE UJ F 0SW 0 LU SIMPSON STRONG-TIE HOLDOWNS it MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS CAPACITY DIAMETER \,V ------------------------- ---------------_-1_.__-___.__-...... sw 4565 LBS 518" 10-SDS EEL FLITCH PL) S FLUSH HEADER J31-1-3 EEL LW.ITCH PLATES FLUSH HEADE HDU4-SDS2.5 (41-3/4"x 14"LVL yv�J?L31�"ST IC 14"�Vl_yif(211/4"ST Cn HDU8.SDS2.5 6970 LBS 1 7/8" 20-SDSIM"x 2:V/2' BEARING WALL ABOVE $W s Sw SW SW ct PNG vFALL A93OVF [HHDq�-§D_S_3 7630 LBS 718" 20-SDS 1/4'X__3`____A 3-1/2%9-112"LVL HEADER 3-112"x 9-112"LVL HEADER 3-112'x 9-112"LVL HEADER HHDO11-SDS2.5 11810 LBS 1 24-SDS 114"x 3" __J FOLLOVd MANUFACTURER'S INSTALLATION INSTRUCTIONS AN5_RffC6M55kflONS 0 ——-------- CO SHEAR WALLS ARE DESIGNED AS BOTH W SW 0 X SEGMENTED AND PERFORATED SHEAR WALLS LU a SW WE C/) SW( ) REFER TO DETAILS PAGES G8& G9 Of : W i 3-1/2 xg-1/2'LVL HEADER 3-11 x 9-l!2'LVL HEADER 3-1170-1,71-VIL HEADER AS WELL AS ADDITIONAL ITEMS ON PAGES G3-G13 TJI 230 x 14'@ 16 O.C. *Ql D4Ab!l7P:L)) (wol AAAwfzw) t4AWl7EL)`, _ > PROJECT: SET Coy 10'-1 118' TJI 230 x 16 O.C. C4 SET/��Pq 10'-1 1/8' es Smoke Detector ............ ................... W Carbon Monoxide Detector Exhaust Fan I L................................................. ..... SW Z 0 U A S ........................ R E S I D N C E ................... .............. sw sw sw 1 f2'x 9-112"LVL Hls�ffR 5B,12'x 9-1/2"LVL HEAR Yi/2'x9-lfZLVL HE R SW SW 3915 STI LLWATER ROAD 3-1/2'x 9-12'LVL HEADER CUTCHOGUE, NEW YORK 11935 1000-137.00-01.06-005-001 DRAWING TITLE: 10-08-2021 BREEZEWAY ROOF REMOVED FIRST FLOOR PLAN J STRUCTURAL RCP 3-1/2'x 9.1/2"LVL HEADER—I jsUV sW[ SW 0 111 SW SET: ISSUED FOR: DATE: SW SW LU U-1 1-4 dY d5 X SW 411 SW SEAL: DATE: 200 @ 16 0,0. > May 11 th, 2021 REFER TO SECTION FOR HEIGHTS(ALIGN FASCIA) September 11 th, 2021 October 8th, 2021 PROJECT NO. 2021-24 Of L swo Sw U < DRAWN BY: 0 CMA ip CHECKED BY: JJD ur LU SCALE: X sw• 41 SW 07250 SHEET NUMBER: tJ 10 A- 112 SL*�—eii �3-1/20'x�9-112"LVL�HEADER� 4'�* * -1/2x 9-112"LVL HEADER sw DOB NUMBER: OF 11 3 SW SW 8W SW h —2-It ri I M=ADE DQ W W BEA /4-6 JAMES J DEERKOSKI,PE 1 FIRST FLOOR PLAN STRUCTURAL @ DEF-RKOSKI + ARM DESIGN AND ENGINEERtlr,10 CIPC 1/4"=T-0* A Ram STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.,TG BE DESIGNED TO MEET 130mph WEND LOADS. 1,RIMr'4 'C4 CNGINf.7FN1NL, &. r' ALL STRUCTURAL AND MECHANICAL DRAWINGS SMALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) DEERKOSKI +Ate M 2421 RESIDENTIAL BUILDING CODE OF NEW YORK STATE DESiGN AND ENGINEERING DPC 2421 ENERGY CONSERVATION CODE OF NEW YORK STATE 2418 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2 6 LI$r2Ap.Y AVE. 7-613SUITa wEGTf mI9§ S@ BEACH NY se e 832-78'7-BC272 CRRtt6$g9�a-lACt-.[SC2M 2421 AMERICAN WOOD COUNCIL-FiRE DESIGN SPECIFICATIONS(FDS) 2421 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) i ENGINEER OF RECORD: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 VAPi HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 10111, ' I _ REFER TO CONSTRUCTION NOTES,AND DETAILS I fA��t , T w E IV' G ( N E E R I N G € stfuclu,ar eng.notTog services • consuaincg FRAMING LUMBER AND TIMBERS 1,All wood framing shall be Installed in accordance with the American Forest and Paper Assoclation"Wood Frame Construction Manual",,latest edition. 1 JAMES J.DEERKOSKI P.E., 16 LIBRARY AVENUE SUITE C,WESTRAsMPTON BE=ACH,NY 11978 2.An fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for. Wood Construction", latest edition, i famesdeerkoskl@yahoo,com 931-774-7355 8.All framing lumber shall conform to the following governing standards: A. Americans Institute of Timber Construction,"Timber Construction Manual,"latest edition. OWNERSHIP&USE OF DOCUMENTS: B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition, 4.All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. These drawings and specifications including the ideas,design 5.Framing Lumber shall be from a Sustainable Forestry Imitative(SFI)certified sustainable forest.The contractor is responsible to submit certification to the design " and arrangements represented therein,are the property of 57'-2" Deerkosk€+Atm Design&Engineerlrsg,DISC.' professional for review prior to construction. i No part thereof shall be copied,disclosed to others or used In 6,Sawn framing lumber shall be of the following minimum grade and specie for the specified use. Rafters: Douglas Fir Larch#2, Fb=904 psi,E=1,600,400 psi.Surfaced Dry 20'-11" 15'-4" 20'-11" connection with any wank have been prepares!without project otos than for which they, written wnsent. Joists: Douglas Fir Larch#2,Fb=900 psi.E=1,600,000 psi.Surfaced Dry Studs: Douglas Fir Larch Stud Grade,Fc=860 psi,E=1,400,000 psi.Kiln dried 15%moisture content «_ " ,- " , " ,_ „ " «« Drawings&spe shall rem in € e ProriKty of professional 7 8 131-3" 7 $ 81/2 service,are and shall remain the Prop�►'ty of the engineer. Plates: Douglas Fir Larch Stud Grade,Surfaced Dry; Beams Douglas Fir Larch#1,Fb=1004 psi., E=1,704,404 psi,Surfaced Dry HOLD HARMLESS: Posts Douglas Fir Larch#1,FC=1000 psi., E=1,640.400 psi.Surfaced Dry 7.Sills in contact with concrete or masonry shall be tic Southern Yellow Pine#1 Pressure Treated or 1-1/2"thi--k preservative treated TirnberStrand LSL treated sills. Deerkoski Arm Design&Engineer€s ,DPC,and there 8.Nailing shall conform to Table 2344,9.1 in the International Building Code 2012.Mails specified ori plans are common'nails.. Associated Engineer,are not overseeing the construction of this 9.Where sawn framing lumber is flush framed to engineered lumber(LVL, PSL,LSL),glued-laminated,or steel beams,set the girders 114"clear below tap of Thild'mg. i The use of these drawings by any contrac#ar,subcontractor, framing lumber to allow for framing lumber shrinkage. builder.tradesman or worker shall inst'sgate a Hold Harmless 10.All rafters and joists shall align directly with studs below,where required install additional studs. ( j I ; Agreement between the drawing user and Deerkoski,+Arm 11.Lap all plates at corners and at intersection of partitions, Design&Engineering,DPC. 12,The ends of bearris shall be braced against rotation with blocking,hangers,brldging,bolting,or tither means approved by the design professional. The user shalt In fact agree to hold Deerkoski+Arm Design& 13.Built-up columns shall be fabricated as follows: Engineering DPC harmless for any responsibility in regard tot e Column from 2x4 members: construction means,methods,techniques,sequences or (2)Laminations: (1)row of 8d nails on each side of column,8"O.C,staggered. procedures,and for any safety precautions and programs in I (3)Laminations: (1)row of 30d nails on each side of column,8"O.C.staggered. connection with the work and further shalt hold Deerkoski+ArmI Design&Engineering DPC harmless for the costs and problems Column from 2x6 members: arising from the negligence of the contractor,subcontractor, (2)Laminations:(2)rows of 8d nails on each side of column,8"O.C.staggered, t ( I ( BALCONY NY tradesman or workman. (3)Laminations:(2)rows of 30d nails on each side of column,8"O.C,staggered. The use of these drawings also implies that Deerkoski+Arm 14,Where posts are specified on the drawings as 44,4x6,etc,they shall be solid, not built up from studs. f^ a Design&Engineering DPC,shall take no responsibility for the 15.Where wood posts are specified above and below a level of floor framing,maintain the same cross sectional area through the thickness of the floor either by 210 209 248 plan user's failure to carry out the work in accordance with the continuing the post,adding LVL blocking underneath,or adding a beam of the same`vidth as the largest post. drawing contract documents or any and all applicable building 160here wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. cedes and manufacturers specifications. 17,Provide cross bridging at maximum 8'-0"o,c.for all joists. 213 212 211 207 9 18.No joists shall be cut,notched,or have holes added without approval. a x iv „_� _ , 201 �, sY 14'-5" .� Yz �. �. � WORK NOTES: 19,Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, unless noted otherwise. — I KW - 20.Where the bottom ply of the trap plate Is interrupted by a raised header beam, no splice in the top ply shall be located over the header or within 3`-0"of each end fi fi _...__....._.._....,_.__......._______________.__I � BtIiLorrrG SHELL INSULATION: of the header or the splice shall be located at midspan of the header with 1210d nails each side of splice. *� 5/� * � z" \ CEILING-FLAT; NA 21.Do not install non-load bearing partitions below load bearing beams until all load bearing framing is completely]installed,including roof framing T6_3'-O- )8 , 14'-6" SEALED ATTIC- R-3s CLOSED CELLENSUTATION(ASSEMBLY) 22.Ail bolt holes in load bearing wood framing components shall be no more than 1116"larger than the bolt diameter. GUEST BEDROOM #2 �; r> cEXE waG•vat7LTEDlHaTRaaF: R-3a cLasEnCELLtNSULAr€aN ---- IOR WALLS: R-2T 2"CLOSED CELL INSULATION t R•15 BATT 5Y EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION t R-19 BATT MANUFACTURED WOOD PRODUCTS BATH FOUNDATION WALLS: NA 1.LVL(Micro Lam)Beams: Manufactured by iLevel by Weyerhauser. Fb=2640 psi,E=1,900,000 psi. 214 _� 246 ALL INTERIOR WALLS AND CEILINGS SHALL BE MUTATEDWITH ROXUL 2. PSL(Parallam)Beams: Manufactured by iLevel by Weyerhauser.Fb=2900 psi, E=2,400,000 pss2,_ " - ..... _ ....__. ....._...:.............___ __ CLOSE-[ ' SOUND DEADENING INSULAWN. 3. PSL(Parallam)Columns/Posts: Manufactured by iLeve€ by Weyerhauser.Fc=2500 psi,E=1,844,000 psi 4.TJI members,.Manufactured by]Level by Weyerhauser. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 5. LSL members: Manufactured by iLevel by Weyerhauser. 247 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the proposed substitution. 2 2 9 $ co i 7,The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide,unless noted otherwise. ' ---.--.._..----_-..._ i o PLYWOOD 5Y" 2'-11" 1s`-11" N Iz" 1, Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on all sheets,and made CLOSET- -7„ 1 i with exterior glue,Sheathing shall be of the following thickness: Roof 518"or 314".Floors 314`°tongue and grooved.Walls 1/2" 2.All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge support as a 249 2Q9 , required for plywood sheathing. GUEST BEDROOM #1 3, Lee!ve 1/16"space at all plywood panel end joints. Leave 1/8"space at all panel edge joints if not tongue and grooved. 2'_11" 4Yz - GUEST BEDROOM #3 co METAL WOOD CONNECTORS " 249 BALCONY a 242 Y wco 1.Simpson products installed per Wood Construction Connectors 2011-2012(C-2411)by Simpson Strong-tie, ry 215 -11" -s" y" N fi - 5'! 2. Use common nails at all metal wood connectors. S: 19'-0Y" 1 2J' 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans 4. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joist specifier's guide TJ 4000 and iLevel Beam, s'z, 7Y" 3Yz" CK), 3Y" `-7Yr' Y" Header,and Column specifier's guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan. 5.Provide metal hurricane anchors at each rafter. Unless noted, use Simpson H2.5A or as required by the local governing building code. I _ 6. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. , R — < 0cm x 7.Where ACO or CuAz wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate methods forCE) °� �? 244 CLOSET protection against corrosion of connectors and fasteners must be approved by the design professional. LAUNDRY i, r >!GSET 1 �s"14' s" u ©r ✓ " fiGr STRUCTURAL_STEEL S ORAGE 1.All structural steel work shall conform to the following governing standards: 2113 — �— — .1 243 A.AISC"Specification for the Design,Fabrication and Erection of Structural Steel for Buildings,"latest edition. c, ' ( i " B.The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"fatest edition. 2.All structural steel shall conform to the followingASTM specifications: 14'-9s/s" 2 9" A.Plates:ASTM A36 p 14%$' B.Rolled W-Sections:ASTIVI A992 Grade 54 ;, BATH ( ( BATH C.AII other rolled sections:ASTM A36 ° I D.Tube Columns:ASTM A544, Grade B. � 91-0 _4 , OPEN TO BELOW �-4 °� I I r----�--�- ti i E.All bolted connections are to be made with 3/4"A307 bolts with ASTM F436 washers, unless noted otherwise Connections are to be standard AISC 5Yz" _2 fs„ {-r,1Yz I _ I 4'-2/s„ „ 1 yr. 1 5Y,r fi i ��j C' 1Y r 3 Y connections. F.Anchor bolts:ASTM F1554 Grade 36,314"diameter unless noted otherwise on drawings. -- __m _ 241 2172 las ` 24 SIMPSON STRONG-TIE HOLDO;r NS t I MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS CAPACITY DIAMETER 1 HDU4-SDS2.5 4565 LBS 518" 10-SUS 114"x 2-1/2" i PROJECT: HDU8-SDS2.5 1 6974 LBS 718" 20-SDS 114"x 2-112" HUQB'SDS3 7630 LBS 7/8" ! 20-SDS 114"x 3" I N 911-SDS2 5 11810 LBS 1" 24-5(JS 164'x 3" FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOMENDATIONS I I ( I I SHEAR WALLS ARE DESIGNED AS BOTHZ 0 U M A S SEGMENTED AND PERFORATED SHEAR WALLS • SW ( )REFER TO DETAILS PAGES G$& G9 , E I D � �,j AS WELL AS ADDITIONAL. ITEMS ON PAGES G3-G13 �` " C E 3815 STiLLWATER ROAD fie CUTCHOGUE, NEW YORK 11935 Smoke Detector 7,_8" 7,-8" 7,_$" 7,_$" �-zr-v^✓^✓^v^,rarwlrv^�v-v^•^v�✓ tJ U t EJ 1000-137.00-01.00-005-001 ...._ 10-08-2021 Carbon Monoxide Detector Exhaust Fan BREEZEWAY ROOF REMOVED DRAWING TITLE: 13`-5/8„ ,-7l" `-51/z" ,-5,y ,_7%" 13'-518" 71_2" SECOND FLOOR PLAN DIMENSIONS SET: ISSUED FOR: DATE: SEAL: DATE: May 11 th, 2021 September 11 th,2021 October 8th, 2021 PROJECT NO: 2021-24 yo DRAWN BY: Q J DECOY ,P CMA CHECKED BY: J,JD n g c W SCALE: m2 1/40'= 1'-0" D� SHEE1 NUMBER: AROFEsst 711 A- 1 21 DOB NUMBER: OF JAMES J DEERKOSKI,PE SECOND C�,,,t N D F L.O O 1 1 PLAN N '" DIMENSIONS 1 V 1 E 1 V S I O t V 1439 Sq ft+open space&balconies 1 12+_f}" 12,_4" @DEEr2KQSK1 -i- ARM DESrCaN AND ENGINEERINGENGINEERINGDPC 114"= 1`-4" STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER 8301.2 RCNYS,TO BE DESIGNED TO MEET 130mph WIND LOADS, D, - " ` ' I,g-4 E:.WC> r_EiNINt3 ORD g , %� ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) DEEF KOSKI +ARM 2021 RESIDENTIAL BUILDING CODE OF NEW YORK.STATE DESIGN AND ENGINEERING DPC 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2015 WOOD FRAME CONSTRUCTION MANUAL HIGH WINO) EDITION" +s Ltama av AVE, SurrE'c wr srrtAMaxcsN a EACH NY 1 1978 63 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) 1-767-6071 cAFtM96@A0L.CCiM 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) ENGINEER OF RECORD: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7=16 i '? k:7' i .HOME ENERGY RATING SYSTEM(HERS INDEX RAPING)REFER TO CONSTRUCTION NOTES,AND DETAILS E N G I N E ERIN G 51*:dC 4:tfCtt Gr,r�at1C`Ciit,t St`-Y1liCC5 ♦consuiE,nig, FRAMING LUMBER AND TIMBERS 1.All wood framing shall be installed in accordance with the American Forest and Paper Assoclation"Wood Frame Construction Manual",latest edition. i JAMES J.DEERKOSM P.E. 2.All fasteners shall be installed in accordance with American Forest and Paper Association"'National Design Specification for Wood Construction", latest edition. 16 LiBRARY AVENUE,SUITE C,WESTHAAIPTON BEACH,NY 11978 3.All framing lumber shall conform to the following governing standards: ! jamesdeerloskiyahoo.cam 631-774-7355 A. American Institute of Timber Construction,"Timber Construction Manual,"latest edition, ' OWNERSHIP&USE OF DOCUMENTS: B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition, l 4.All lumber shall be grade-stamped by a recognized grading agency.and shall be Siurfaced-pry. These drawings and specifications Including the ideas,design 5.Framing Lumber shall be from.a Sustainable Forestry Imitative(SPI)certified sustainable forest.The contractor Is responsible to submit certification tri the design , i and arrangements represented therein,are the property of professional for review prior to construction. Deerkoski+Arm Design&Engineering.DPC. 6.Sawn framing lumber shall be of the following minimum grade and specie for the specified use. No park thereof shad be cooled,disclosed fa others or used y connection with any work or project other than for which they Rafters: Douglas Fir Larch#2, Fb=900 psi.E=1,600,000 psi, Surfaced Dry ! have been prepared without written consent. Joists: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi. Surfaced Dry Studs: Douglas Fir Larch Stud Grade, Fc=850 psi,E=1,400,000 psi.Klin dried 15%ma'stLlre content Drawings&specifications,as lnstrucni&'ts of professional service,are and shall remain the Propc^iy of the engineer. Plates; Douglas Fir Larch Stud Grade.Surfaced Dry. Beams Douglas Fir Larch#1, Fb=1000 psi.;E=1,700,000 psi,Surfaced Dry Posts Douglas Fir Larch#1HOLD HARMLESS:,FC=1000 psi., E=1,600,000 psi.Surfaced Dry i 7. Slits in contact with concrete or masonry shall be 2x Southern,Yellow Dine#1 Pressure Treated or 1-1/2"thick preservative treated TimberStrand LSL treated sills. I Deerkoskl+Arm Design&Engineering,DPC,and there 8.Nailing shall conform to Table 2304.9.1 in'the International Building Code 2012.Nails specified on plans are common nails. Associated Engineer,are not overseeing the construction of this 9,Where sawn framing lumber is flush framed to engineered lumber(LVL, PSL,LSL.),glued4aminated,or steel beams,set the girders 114"clear below top of i building. framing lumber to allow for framing lumber shrinkage, The'Use of these drawings by contractoi,subcontractor, builder,tradesman or worker hall innstote a Hold Harmless 10.All rafters and joists shall align directly with studs below;where required Install additional studs. Agreement between the drawl.ig user and Deerkoski+Arm 11.Lap all plates at corners and at intersection of partitions. I Design&Engineering,DPC, 112,The ends of beams shall be braced against rotation with blocking,hangers,bridging,bolting,or other means approved by the design professional, The user shall in fact agree to hold Deeeikoski+Arm Design& 13.Built-up columns shall be fabricated as follows: 1 Engineering DPC harmless for any responsibility in regard to the Column from 2x4 members: construction means,methods,techniques,sequences or (2)Laminations: (1)row of 8d nails on each side of column,B"O.C,staggered. ti CENTER OF BEDROOM zy procedures,and for any safety precautions and programs in (3)Laminations:(1)row of 30d nails on each side of column,8"O.C.staggered. 1 .W . 1'-4" "8" 1'-4"' � connection with the work and further shall hold Deerkaski+Arm I to Lu it UJ Design&Engineering DPC harmless for the costs and problems Column from 2x6 members; i arising from the negligence of the contractor,subcontractor, CENTER OF BEDROOM "� � � CENTER OF BEDROOM (2)Laminations: (2)rows of 8d nails on each side of column,8"O.C.staggered. «> �, «, of tradesman or workman. (3)Laminations: (2)rows of 30d nails on each side of column,,8"O.C,staggered. 1 r_4=r 8"8" 1`-4" '�, 11-4" 8"8" If 4-1 The use of these drawings also implies that Deerkoski+Arm 14.Where posts are specified on the drawings as 4x4,4x6,etc,they shall be solid, not built up from studs. ( Design&Engineering DPG,shall take no responsibility for the 15.Where wood posts arespecified above and below a level of floor framing,maintain the same cross sectional area through the thickness of the floor either b 3-112"x 9-112" `L HEADER plan users failure to car out the work in accordance with the g Y � P carry continuing the post,adding LVL blocking underneath,or adding a beam of the same width as the largest post, 2x4 2x4 ' drawing contract documents or any and all applicable building 16.Where wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. SM SM w sw codes and manufacturer's specifications. 17.Provide cross bridging at maximum 8'-0"o.c.for ail joists. 0.• it '" 18.1Vo joists shall be cut notched,or have holes added without approval. 2X10{ 16"0 .CEILING JOISTS 3-1/2"x 91, "LVL HEADER 3 fid " 9 fi'2"LVL HEADER 5114"xfit-1t "LVL HEADER WORK NO-TIvS: 19.Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, untess noted otherwise. sw sw SE @ F-1�" t w sw ply P P P Y p p ply r SW • 141IX 0 sw BUILDING SHELL INSULATION - 2x4 the bottom I of the#o plate is interrupted b a raised header beam no splice in the to 1 shall be located over the header or within 3-0"of each end -314°x 11-118"LVL HE DER t(2)314'STEEL FLITCH PLA E _ of the header or the splice shall be located at midspan of the header with 12 10d nails each side of spice. ci SW • 2x4 2x4 * strrLu SM SlM CEILING-FLAT: NA 21.Do not install non-load bearing partitions below load bearing beams until all load bearing framing is compietely installed,including roof framing SEALEDATTic: R-38 CLOSED CELL INSULATION(ASSEMBLY) 22.AI1 bolt holes In load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter, CEILING-VAULTED IHOT ROOF: 8.38 CLOSED CELL INSULATION } W EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION f R-15 BATT cs t, EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION R-18 BATT MANUFACTURED WOOD PRODUCTS FOUNDATION WALLS: NA 1, LVL(Micro Lam)Beams: Manufactured by iLevel by Weyerhauser. Fb=2600 psi, E:=1,900,000 psi. >e 2 17 PSL(Parallem) Beams: Manufactured by iLevel by Weyerhauser.Fb=2900 psi, E.:2,000,000 psi sw * ,,, ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATEDWITH ROXUL c z • Sw 7 SOUND DEADENING INSULATION. 3, PSL(Parallam)Columns/Posts: Manufactured by iLevel by Weyerhauser. Fc=2500 psi, E=1,800,000 psi # Cn 4.TJI members:Manufactured by iLevel by Weyerhauser, Ci ,w REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 5, LSL members:Manufactured by iLevel by Weyerhauser, w w �' U) _-,__,-�,, �� _ w 6-Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the 0 a 0 proposed substitution. r a if 7.The pays of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide,unless noted otherwise, 0 0 0 ILL UL It= PLYWOOD 0 cs 1.Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and ase,with an index stamp visible on all sheets,and made ; with exterior glue.Sheathing shall be of the following thickness: Roof 5/8"or 3/4". Floors 3/4"tongue and grooved.Wails 112" ca-1 " , W 3-112"x 9T.-LVtHOR , z 2.All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal,)Use ply clips or other edge support as Ul sw • ?r� _ -' co , • sw o required for plywood sheathing. o a• x��;z"L'iLNi R !aJ cam, 4I 3. Leave 1/16"space at all plywood panel end}Dints. Leave 118"space at all panel edge joints if not tongue and grooved. v Z U v METAL WOOD CONNECTORS ' 0 0 ` 1. Simpson products installed per Wood Construction Connectors 2011-2012(C-2011)by Simpson Strong-tie, x " ' 0 6 `% 0 Ci d d ,� 2. Use common nails at all metal wood connectors. sw • , tD 9 s sw i 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans rrrs-rrrcnHDR 4. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified it Revel,Joist specifier's guide TJ 4000 and iLevel Beam, _r, X Header,and Column specifier's guide TJ 9000 by Weyerhaeuser, unless specifiers otherwise on plan. 5. ProviJe metal hurricane anchors at each rafter. Unless noted, use Simpson H2.5A or as required by the local governing building code. -- - - - 6. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. DBL 2x10 7.Where ACO or CuAz wood preservative treated wood framing components are used,all connectors anr~fasteners shall be stainless steel.Alternate methods for Y. K protection against corrosion of connectors and fasteners must be approved by the design professional. ATTIC m ACCESS ' �_ STRUCTURAL STEEL DBL2x10 tf?x 9-ir2"Ln I+CR 8-t Lx . 1,All structural steel work shall conform to the fallowing governing standards: 9-IT"LVI,ROR- -- ---° -- A.A1SC"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings,"latest edition.B,The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"latest edition. Ap ;- - 2-All structural steel shalt conform to the following ASTM specifications: A.Plates:ASTM A36 Ij B.Rolled W-Sections:ASTM A992 Grade 50 C.AIi other rotted sections:ASTM A36 ,i D.Tube Columns:ASTM A500, Grade B. E.Ail bolted connections are to be made with 3/4"A307 bolts with ASTM F436 washers, unless noted otherwise Connections are to be standard AISCit connections. I F.Anchor bolts;ASTM F1554 Grade 36,3/4"diameter unless noted otherwise:on drawings. • �' • -- • " • - • �' • • sw sw sw svv sw sw sw sw SVI& sir sw sw 3112"x9-112" VL HEADER 3-1/2'x 911 "LVL HEADER 3-112'x 9-1/T LVL LVL HEADER 3-1/2'x 9112"LVL HEAD 3.112"x 9 -2"LVL HEADER wW UJ I SI SMPSI SMP Oti STRONG-TIE HOLDQ�hdNS - { '- -- I cc ,c MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS j N _J CAPACITY DIAMETER iHDU4-SDS2.5 4565 LBS 5/8" 10-SIDS 114"x 2-1/2" { � � � PROJECT: lHDU8-SDS2.5 6970 LBS 7/8" 20-SDS 114"x 2-112 1 HDQ8-SDS3 7630 LBS 7/8" 20 SDS 114"x 3" i LH DQ11-SDS2,5 11$10 LB � 1" _ 24-SDS 1/4"x 3" Jl r, FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOMENDATiONS CENTER OF STAIR WINDOW CENTER OF FOYER 2X6 cu 16"O.C. 2X6 c„13-O.C, SHEAR WALLS ARE DESIGNED AS BOTH LOLL R TIES I COLLA TIES SEGMENTED AND PERFORATED SHEAR WALLS Z 0% U M A S +� SW( )REFER TO DETAILS PAGES G8 e& G9 2X10 @ 16"O.C. 2x10 AS WELL AS ADDITIONAL ITEMS ON PAGES G3-G13 i 16' O.C. i 2X10 @, 11 16O.C, 2X10 @ 16"O.C. I RAFTERS RAFTERS RAFTERS RAFTERS R E S I D N C E _.. _ . __. 3-112�9-112LVL ADER3-112"x 9-112LVL HEADER 3915 STILLWATER ROAD Smoke Detector CUTCHOGUE, NEW YORK 11935 r� _.� 1000-137'.00-01.00-005.001 Carbon Monoxide Detector Exhaust Fan 1 Q-Q$-2021 DRAWING TITLE: BREEZEWAY ROOF REMOVED SECOND FLOOR PLAN STRUCTURAL RCP SET: ISSUED FOR. DATE: i uJ UJI0 Y.. SEAL: DATE: May 11th, 2021 September 11th, 2021 October 8th, 2021 PROJECT NO- 2021-24 ti NEW YO rORAWN Br, CMA COLLA TIES ,Y `.d CHECKED BY: W .JJD l ! 2X10 @ 16"O.C. l 2X10 @ 16"O.C. SCALE: RAFTERS RAFTERS =; �'°y r 1/4"= 1'-0" ��O 0725 AROr ESSLONP�' SHEET NUMBER: ,A- 122 DOB NUMBER: OF 3-112"x 9-112 LVL HEADER SECON FLOOR PLA{ STRUCTURAL JAMES J DEERKOSKI,PE 1 @DEERKCaBKt -f- ARM DESIGN AND ENGINEERING DPC 11 "=1,,,0" NAILRIG SCHEDULE(WFCM TABLE 3.1) fAO .E 1 FM111 �m' .... # tcgt t � tCIhBEr1ta€a R' 1 " THIS SCHEDULE MEETS THE CRITERIA FORA ":" ROOF SHEATHING FASTENING SCHEDULE*rbxc,de THREE SECOND WIND GUST SPEED OF 1311 M.P.H. 8d Common (0.131 x 2-1/2 inches) or Ring-Shank ({},135 x 2-112 inches) DEERKOSKI ARM (Except Where Noted) for Exposure 0, Enclosed Buildings, Roof Framing Spaced DESIGN AND ENGINEERING DPC ROOF FRAMING 24 inches o.c. or Less _ +�ry� t$ Hi LieRARY AVE. SUITE C wEs-rm!pToN 6EACH NV 11478 NUMBER OF Roof Fastening Zone 631-767-60'71 DARM898S[f'7iAnL.r_DM JOINT DESCRIPTION COM IAON FAILS NAIL SPACINGw,��in,.w. .,� � ��ol��s�g€-ter• �€ e. Overhang µ Overhan ' b WtndENGINE Roof End 1€x!1 Framing (eaves ! F RECORD: ER O RAFTER TO TOP PLATE(TOE-NAILED) 1-813 Velocity PER RAFTER Rw.,,..,.., „titi„ _.._.,9_. .__...... ......._..._._._._... _.M_-._ ,.._...... ...,,. I ij ii r ii iI t y . .. .. : _ _ _-_ . CEILING JOIST TO TOP P1 ATE(TOE-NAILED) 3-8D PER JOIST (3_S"ond par►ei � 3 2 1 _`.=� ":': -......}` `_'.`QIP', .' ' I row CEILING JOIST TO PARALLEL RAFTER(FACE HAILED) 7m1t D 7 EACH€AP �u # Ci$tt?tt " C�Slftttt7E #rttS t3 C+ Tttrz` ' CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 7:16D EACH LAP .��.w.� COLLAR TIE TO RAFTER TOE-NAILED Supported panel I; ( } 2-8D PER TIE ENG E E R G BLOCKING TO ROOF RAFTER(TOE-NAILED) 2-8D EACH END 150 mp tf g rid and edges 3h b b b 6 si*ucluratcr7c#�,r�{arr�ryse�rvrces • cansvltirig RIM BOARD TO RAFTER(END NAILED) 2-161) EACH END Farrel field 6 4 3 4 3 t JAIAES J.DEERKCISKI P.E. '16 LIBRARY AVENUE,SUITE C,WES7HAMPTON BEACH,NY 11978 { jamesdeerkoski@yahoo.com 631-774-7355 WALL FRAMING Supported p�r�� ,. .a.� . , @Y " 6 d PUIVBFR O" 120 phi end and edges I OWNERSHIP&USE OF DOCUMENTS: JOINT DESCRIPTION COMMON NAILS NAIL SPACING Panel field 12 6 4 6 4 These drawings and specifications including the'ideas;design and arrangements represented therein,are the property of TOP PLATE TO TOP PLATE(FACE-NA(LED) 2-16D PER FOOT Supported ponel Deerkoski+Arm Design&Engineering,DPC. TOP PLATES AT INTERSECTIONS(PACE-NAILED) 4-160, JDINTS-EACH SIDE 6 6 6 6 6 i No part thereof shall be copied,disclosed to others or used in STUD TO STUD FACE-NAtLED rrlpl end aT1d des ( 2-161) 24"O.C. connection with any work or project other than for which they HEALER TO HEADER(FACE-NAI1Ft)) 1 GO 16"D.C.ALONG EDGES l field 1 1 6 6 6 have been prepared without written consent. TOP OR BOTTOM PLATE TO STUD(FND-NAII ED) 2=161) ITR STUD Drawings&specifications,as instrucments of professional BOTTOM PLATE TCt FLOOR JOIST,13AfIDJOIST, 2-16D, PER FOOT a. Specific gravity(G)of lumber and panels shall be 0.42 or greater. I "service,are and shall remain the Property of the engineer. 1 FNDJOIST OR BLOCKING(FACE-NAILED) b3 For Exposure 8 and a 2-frau overhang. j HOLD HARMLESS: FLOOR FRAMING ` �'on roof III ° Deerkoski+Arm Design&Engineering,DPC,,and there & �IDIe woH height of feet or less from trip floor ceiling to roof �" Associated Engineer,are not overseeing the construction of this NUMBER of e. Provide adequate upliff hardware of Truss-to-wall connections. Such connections are beyond the building, scope of this pubtication, The use of these drawings by any JOINT DESCRIPT01 COMMO'''d NAILS NAIL&PAGING ll When wind s is 11 b mph or recller and when median roof height is between 25 an S 5.fee t€ 1 i Au reementdbefw en thesman or e contractor, r Instigate d oleerkas�k �Harmless Agreement drawing use JOIST TO SILL.TOP PLATE OR GIRDER(TOE-NAILED) 4-8D PER JOIST use 8d ring-shanknails(0.135 x 1/2 inches) Within 48 inches of gable end galls, � Design&Engineering,DPC, BRIDGING TO JOIST JDE-NAILED) 2-80 DiCH END (IRC Treble 602.3(1),footnote i The user shad in fact agree to hoed Deerkoski+ Arm Design& BLOCKING TO JOIST(TOE-NAILED) 2-81) EACH END 9, Whei. w',nd speed i. 100 mph or treater, block panel edges perpendicular to gobf*4>end«wall i Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D E4Cfl BLOCK froming members in the first two bays of framing, Blocking sholl be spaced 0 maxim tuns of 6 0 01 procedures,and for any safety precautions and programs in LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D E`ICH JOIST feet o'c` Frar'°c' Constructionlarlval, Sion 3.5,5 ;' o co i connection with the work and further shall hold Deerkoski+Arm to LU3 inc LEDGER TO JOIST Of '� `fl 'u Design&Engineering DPC harmless for the costs and problemsONIaFAM(TOE-NAILED) 3-8D PER JOIST fa, l� ring-shank nails(0.1 � inches). { , arising from the negligence of the contractor,subcontractor, BAND JOIST TO JOIST(END-NAILED) ;3-16D P R JOIST i, Blocking not tepcfire Co CC N tradesman or workman. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) '"16D PER FOOT `�" �a The use of these drawings also implies that Deerkoski+Arm �..- ROOF SHEATHING -f Design&Engineering DPC,shall take no responsibility for the r plan user's failure to carry out the work in accordance with the NUMBER OF F#OURE I 1 f-0" » » drawing contract documents or any and all applicable building 2X10 ,16 O,C. 2X10 16 O.C, codes and manufacturer's specifications. JOINT DESCRIPTIOIfCOMMON NAILS NAIL SPACING ROOF FASTENING ZONES FOR WINO UPLJFT RAFTERS RAFTERS Y-- Zones 1,2 and 3 srltowrr tsefow irldiutfe xrtssts of the roof that rttcry hcrtir�different fastening requirements. , w._,«..._... .. _,«............ ................._......,.,..._......._.......,.__ w.a._._ ,..d... w.... ,.,., __o STRUCTURAL PANELSw_...,w _. ........ . I GABLE ROOF GABLE ROOF WORK NOTES' INTERIOR ZONE LOCATION 8D 6"EDGE112` FIELD wall lira w.,, .--.- i I I FRAMED FRAMED BUILDING SHELL INSULATION: OVER THE TOP OVER THE TOP PERIMETER ZONE LOCATION 8D 6' EDGE/6"FIELD ~, C}v g yrrsll I;n --- �-3 t3�rer#3en _ ._µ able Ond well 3 ove+ong�, q _p° � � � _ ? + 1 -0" CEILING FLAT: NA GABLE ENDINAt_L RAKE OR RAKE TRUSS W1 80 4'EDGEP4'`FIELD ', .w� a 3 2 es Cr�er'ncc o I2 Q can i �`' ng; C SEALED ATTIC: R•38 CLOSED CELL INSULATION(ASSEMBLY) I �f :;;T.- -.,.,.. .-.-.M .,...,w ., . .,.wa_.: :.: �:.' w _ _, 2X1 16"O.C. 2X10 C�?16 O.C. LOOIfOUTBLOCK r# - ,.' } ` #, w: a r M:. �,..; CEILING•VAULTED/HOT ROOF: R-38 CLOSED CELL INSULATION w._. ...... .__. e€:, 2 ` I 0€x 3 2 1 3 13 I 2 ! 3 'Iq I AFTERS RAFTERS EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION t R-15 BATT GABLE EI'!D'StiALL RAKE OR RAKE TRUSS t^tl0 8D 6 EDGE/6'FIELD waw#;, . :, a ,,�«r A,.m__„w „-4>... M _ ��n�, .J w, . . >,�,Q,. ' N, f, i'" «"tet`a' cu,...... EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT OVERHANG t; '~ i +, € (-µr : 1 I i } . =.. FOUNDATION WALLS: NA DIAGONAL BOARD SHEATHING 4.,�; 3 , I ;I t I s w ALL INTERIOR WALLS AND CEILINGS SHALL BE BdSULATE/WITH RQXUL ,w I I 176'OR 1''X8" )-8D PER SUPPORT ii I '. i I` I r I p �y 3'-0/20 0 � u�1 �? C$ SOUND DEADENING INSULATION, 1'X10`0R WIDER " `r ca cf1 £s cn C7 3-PD 1 EF' SUPPORT t' , { t t c cn a cn .+ { .a `*. r} i s4 > t r { cats ltJ .!— C0 co LL' C= si k.4 °' Fes- w "� w it REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS cr CEILING SHEATHING , '= I I fr y e t { e X [ NUMBER OF JOINT DESCRIPTION A l i 1 2 ? I t 2 > 2 I t ` ^� 12 1 2 COMMON NAILS NAIL SPACING I } t. I GYPSUM WALLBOARD r (; � li � � I t4 C4 6D COOLERS 7"t DGF/10"FIELD t rte. i 3 I f+ r+ 3 4 c e #; i p; r , ' .6 lL1 .._.. Lit! (.7{/7 C3 (n t^7 ALI WALL SHEATHING 1 i E ,, t ,� - , r— NWARFR OFI000 coo C) JOINT DESCRIPTION COMP�1osl HAILS NAIL SPACING 6 3 �� 2 2 Q 1 if I sem' 1-314"x 11-718"LVL RIDGE BEAM Co L) " X ' ,f"�1", �,}5� N 1-3/4 x 11-718 LVL RIDGE BEAM �+ r STRUCTURAL PANELS `? a t ( [ I if INTERIOR ZONE LOCATION 817 6"EDGE/t2'°FIELD `., xai:; 2 1 +; € #1; 3 ' 2 3 13 2 3 3 4 PERIt,�ETER Z{IAIE LOCATION 817 6°EDGE/12'FIELD . . FIBERBOARD PANELS 2 Ove+or{D 7/i6" 6D 3'EI7GF/6°F1FI,D o t s�., } r 3 ovf,-rho iPtezlf line -3 Ovvw orfg f w . .Cebu•end wrrl3 _�r3vr cz c , € 4 ' ad - 25132" 80 3"EDGE15`FIELD w M� , M„w w V'A741 CIO GYPSUM WALLBOARD 6D COOLERS 7”EDGER(l`FIELD Dfsto Ke a�4##in rrccxst cis t E DY oI let bu;I&ng �;cw o,A fmwj uii,fMg I a4ght,w{ict*w is srrksi'8�r,Pius n&fess ittfi HARDBOARD 817 G`FDGF/17"FIELD ot`��"'1et"a"�� s�. I t3 PARTICLEBOARD PANELS ED (AS PFR MANUFACTURER) c`a-,� d DIACO"^JAL BOARD SHEATHING u� w to it ' 0 co UJ t, t 1"XfJ"OR 1`X8" �''8D PER SUPPORT , ,c Q cz c� 1"X10"OR WIDE? ;I 8D PER SUPPORT E c1 r FLOOR SHEATHING ' JOINT DESCRIPTION COMMON NAILS NAIL SPACIP''IG STRUCTURAL PANELS Bit 6"EDGE/12"FIELD 1"OR LESS � � , ... _ . .. . ,. . 0. BEATER THAN 1" .IOD fi"EDGEIOa"FIELD DIAGONAL BOARD SHEATHING 1"XG"OR 1"X8" 2-8D PER SUPPORT c? 1"X10"09 WIDER PER SUPPORT ci `` Kc c i �- 1 NAILING REOUIR,1ENTS ARE BASED ON WALL SHEATHING NAILED f INCHES ON-CENTER AT PANEL EDGE. ca oLU u3 �, IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR'CAPACITIES. i � NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS SUCH Cr 00 AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. I 1 / i_ PROJECT. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUf�BCIi OF h�lACl_S � .= x i �=- SHALL BE PERMIT T ED TO BE REDUCED TO 1-16D NAIL PER FOOT, I 3 CORROSION RESISTANT 11 GAUGE RooITNG MAILS AND 16 GAUGE STAPLES ARE PERMITTED,CHECK 2X6 a 16"O.C, 2X6,,q1 J"O.C. RESIDENTIAL CODE OF NEW YORK STATE FOR ADDITIONAL REOUIR.EI�CN T S. COLE R TIES COLLA.TIES I 1. 0 U M As I STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. - 2X10 c 16"O C , �. 2X RAFTERS 1 2X10 tz 16"O.0 2X10 7a 16"O.C. ti RAFTERSR6 E S I D LON-mm N C E .. .. _.. RAFTERS RAFTERS � ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 3915 STILLWATER ROAD 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) CUTCHC}GUE, NEWYORK 11935 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 1000-137.00-01,010-005.001 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) � � �� V 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 10-08-2021 DRAWING TITLE: BREEZEWAY NOME ENERGY RATING SYSTEM(HERS INDEX RATING) ROOFREMOVED RFRAMING REFER TO CONSTRUCTION NOTES,AND DETAILS ROOF STRUCTURAL. SET: ISSUED FOR: RATE: i SEAL: DATE: May 11 th, 2021 September 'I1th, 2021 October 8th, 2021 PROJECT NO: 2X6 16.OCC. /OE NEH7 2021-24 O;OLLA TIES DEE y0 DRAWN BY: l 2X101�16"O.C, 2X10(u716"O.C. ;` oip CMA RAFTERS RAFTERSCHECKED BY: m r k u"', JJD SCALE, 0725 12 V� 1 4" 1F_Otk Sl - StO� SHEET NUMBER: A-- 1 1 DOB NUMBER: OF ROOF FRAMING - STRUCTURALS JAMESJDEERK©SKI,PE R= " 1/4 1-0 R DEERKQ8K1 + ARM DESIGN ANo ENr31NarERtN[3 dRC 17-777,„ ' 'NAILING SCHEDULE�VFCM TABLE 3.1) TABLE 1 '::: �' :` '��f- •f10 oN " THIS SCHFOULE HEFTS THE CRITERIA[FOR A ROOF SHEATHING FASTENING SCHEDULED bxc,d,* _ __. _.__ __ __. __. __ __._ _._ --_ ._... .._ .__. THREEIGUND!PJINDGUSTSPEEDOF130M.P.H. Sd Common 10.131 x -1/2 inches} or Ring-Shank (+3.135 2-1/ inches i �, aEERfccts,�f +ARt� (Except Where Noted) fair Exposure , Enclosed Buildings, hoof' Framing S' aced �� DESiC3N AND ENGINEERING DPC ROOF. FRAMING 24 inches o.e. or Less. `�' ; 16 L,9PARY"E, SUITE C We6THAMOTON BEACH NY 119'78 NIUN�IE3ERDF „d,,,,.. ,. Fastening '621-767-6071 CARMS983tiAOL.0014 JOINT DESCRIPTION COMMON NAILS NAIL SPACING � itrt iI e-0ihitng-ilaa CxclLtI ee- 0venccin gI ENGINEER 0E RECORD: Wind Roof End-Wall Fro min earns � I I I I RAVER TO TDP PLATE{TOE-NAILED) 3-8D PER RAFTER Velocity � -�..,m_.._....._._�..___ � CEILING JC315T TO TOP PLATE(TOE-NAILED) 3-8D PER JOIST {3-Sctcctrtd Panel E FIAT ROOF '_ CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 7-I6D EACH LAP Gust) Locationt Fasfening Schedule (inches on centers '�;; I I! ( { } CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 7-16D EACH LAP "„`"" ort ”"„ ""` `� °„ "„"°"„> "m„> ”„” �' `- I E N G I N E E R I N G SuppCOLLAR TIE TO RAFTER(FOE-NAILED) 8D PER TIE jj st-u�turesl r n narrinr sczrvicos • consulting BLOCKING TO ROOF RAFTER(TOE-NAILED) 2-81) EACH ENO t ao rra tit o I s JAMES J.DEERKOSKI Q.E. RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END Panel l I fd 6 4 3d 3 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ported panel f Jamesdeerkoski@yahoo,tom 631-774-7355 WALL FRAMING Sup 120 ply.�t end arld edges 3 OWNERSHIP&USE OF DOCUMENTS, NUMBER OF JOINT DESCRIPTION COMMON NAILS NAIL SPACING Panel field 12 6 d 6 d These dravrings and specifications including the ideas,design and arrangements represented therein,are the property of TOP PLATE TO TOP PLATE(FACENAtLEf}) 2-I151) PER R Fi bT Supporled panel Deerkoski'+Arm Design&Engineering,DPC, 6 6i No part thereof strait"be copied,disclosed to others or used in TOP PLATES AT INTERSECTIONJS(FA<CF-N,I. €LED€ 4-1tT0 JOINTS-E"ACH SIDE 90 mph end and edges � 6 E connection with any work or project other than for which they STUD TO STUD(FACIA-NAILED) f have been prepared without written consent. 2-16b 24”O.C, Panel field 1 1 IJ 6 I HEADER TO HEADER(FACE-NAILED) 16D 16”O.C.ALONG EDGES arawings&speclfieat ons,as instrui»rr,e ss i nts of profe Tonal of the engineer. TOP OR BOTTOM PLATE.TO STUD(ENI)-AJAR"FD) 2-1GD PFR STUD r° f � ! service,are and shall remain the Property aa. Specific gravity G)of If�mber and ponet,s hall tae 0,42 or greot.,r. I i BOTTOM PLATE TO FLOOR JOIST,BAPIDJOiST, 2-16D PER FOOT b, For, brposure S and a 2-foof overhang. ( i HOLD HARMLESS: FNDJOIST OR BLOCKING(FACE-NAILED) c. For edic in roof h ighf 35 feet or lass. I I Deerkoski+Arm Design&Engineering,DPG,and therm FLOOR FRAMING d. Goble gall height of S feet or less from fop floor ceiling to roof petal. ,; Associated Engineer,are not overseeing the construction of this i building. NUMBER OF e. €'ro%iide ciderlucie uplift hardware of Imes-la-wall connections.&,jch connections are beyond the The use of these drawings by any contractor,subcontractor, scope of this pu l+r,alion. builder,tradesman or worker shall instigate a Hold Harmless JOINT DESCRiPTION COMMON NAILS NAIL SPACING _ . Agreement beNreen the drawing user and t7eeri oski+Arm t' Whenwindspeecl is 110 mph or rester and when medion roof height is en 5 and 35 feet, E I JOIST TO SILL,TOP PLATE OR GiRDER TOE-NAILED 4-8D PER JOIST use Pd rin shortie noa!s (0.135 x 1«1/2 inckes within 4 inches of able end woUs. assign&Engineering.DPC. BRIDGING TO JOIST E OE-NAILED) ( ) 2-8D EACH ENC} (IRC Toble 1 102.3(1),footnote � i � I The user shad Irl fact agree to hard respoDeerkonsibility i it Arm Design� (T j I Engineering DPC harmless for any responsibility in regard to the BLOCKING TO JOIST(TOE-NAILED) 2-8D EACH END g. 'l he7 wired speed is 1003 mph or g(eater, block ponel edges perp,-.n&cvlar to gable-end-veoll construction meaner methods,techniques,sequences or BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D EACH BLOCK framing members in the first gree boys of framing. Blocl ing shalt be Spaced O mo)n um of _ _ _ procedures,"and for any safety precautions and programs In 4 Feet o.c, (�r1/;od Frame Construction i�lonv al, Section 3.5.5) connection with the work and further shalt hold Deerkoski+Arm LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D EACH JOIST p Design&Engineering DPC harmless for the costs and problems JOIST ON LFDCFR TO REAM(TOE-NAZI ED) 3-80 PER JOIST h. 1 Cad ring-shank°noirµ(G°148 x 3 inches), larising from the negligence of the contractor,subcontractor, BAND JOiST TO JOIST(END-NAILED) 3-16D PER JOIST i, BlocVing not required. 0 tradesman or workman. I The use of these drawings also implies that Deerkoski+Arm BAND JOIST TOSILL OR TOP PLATE(TOE-NAILED) 2-16D PER FOOT 1 Design&Engineering DPC,shall take no responsibility for the V 11 FSHEATHING I plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building I codes and manufacturer's specifications. NUMBEROF FIGURE 1 _ ....., .,.._ JOINT DESCRIPTION) COMMON)NAILS NAIL SPACING ROOF FASTENING ZONES FOR WIfND UPLIFT Zones 1,2 clad 3 shown below ind`seote oreas of the roof that may have different fostening re ulremenfs. WORK NOTES, h _..._.,°,a... .. ....... ....q......w, _ _. ..... ... ._ ..... ..... STRUCTURAL PANELS _.. ......... ........-.._ I€na - - „ I BUILDING SHELL INSULATION: INTERIOR ZONE LOCATION 8D EDGE/12 FIELD r rn 3 Overhang Well kine � 3 ePl,cing-�. 1Erle ercl a�1ll 3 o,re-�orgt � � � _� ' + CEILING•FLAT: NA PERINETERZDNJELOvATION 8D 6 EDGEf�a FIELD , � _: ,- f I SEALEDATTIC: R-3& CLOSED CELLINSULATiON(ASSENiBLY) rf rl rh Q I D F' D CELL INSULATION GABLE ENDWALL RAKE OR RADE TRUSS 101/ 8D 4"EDGC14 FIELD r1 O+c ar1R ti o , . - ;2 o s c€r a *a l2 Cera err CEILING-VAULTED 1 HaTRao . R-3s CLOSE LOOKOUTBLDCK OSEDCELL INSULATION+R-15 BATT i 3 i —2 .,3:..£. 2 3 EXTERIORWALLS: R-27 2°CL EXPOSED FLOOR: R-39 2"CLOSED CELL INSULATION+R-19 BATT E 3 W,,wr,' ........ .. P 02 r FOUNDATION WALLS' NA GABLE AENrOWALLRA,E OR RAKE TRUSS 11/O 8D 6 EDGE/5 FIELD , *4 " "-" __..__....,._.. I OVERHANG NG 2 > 2 t1 t E € I I I ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WiTH ROXUL DIAGONAL BOARD SHEATHING zr0 2 s E € ✓; S'_O1/z" �. SOUND DEADENING INSULATION. 1"X6°OR 1"X3" 2-8D PER SUPPORT t tl ` {•, ,, ' ° ! I 1 ,I, t REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 1"X10"OR WIDER 3-8D PER SUPPORTI `' I CEILING SHEATHING I sIAre € r€,� :' fil r - I NUMBER OF JOlNIT DESCRIPTION COMMON NAILS NAIL SPACING C! 2 i 2 { # � 2 l; I �L a; � ; ! 2 ` 2 1 I 2 GYPSUM WALLBOARD 5D COOLERS ?`°E13GF11(3"FIELD WALL SHEATHING II I g E € t - _.,.. ..... .... ..... .._ ..__. _ I £ € 2 i I it I l NUMBER OF I ,I I I 1 JOINT DESCRIPTION COMMON NAILS NAIL SPACING �I , �� 2 � STRUCTURAL PANELS ` z it, I yf w b ;`g it INTERIOR ZONE LOCATION 80 6 EDGE/12`�FIELD -�'' I 2 � a 1?, 3^ F 2 E 3 %it n PFRINAETER ZONE LOCATION) 8D 6"EDGE/12`FIELD , FIBERBOARD PANELS I^ � �=,��} 2'�`xarhanr� �,� 2 Q €€f'taf�s ��xZ O$etl;cr�,D! ;t, _ .. ._... __. _._. I C" / ori'-°Iran — Nl,r iir:e_ _ V- 01,f4 �n �� 00hle earl srrertl 711 a fJ0 3"EDGE,Ci''FIELD D r3 £ 25/12" 80 3"EDGE/6"FIELD GYPSUM WALLBOARD 5D COOLERS 7"EDGE/10" FIELD Nst i Ke o�4 lint-not case-,JIM of I =•k,ofdt ng w surf rx t3,4 fin iUrV t:piqrft, �-is smollef,b,,t riot tefs Vw,c4t'*r 4 HARDBOARD 8D WFOGF/12" FIFA) of" +ts€atc3,tTgtiw:utf a . PARTICLEBOARD PANELS 80 (AS PEI?k4ANUFACTUPER) � 4 „ DIAGONAL BOARD SHEATHING j `�.i� cl, 1"X6'[OR 1"X8" 2-8D PER SUPPORT . 1"X10"01 WIDER 3-8D PER SUPPORT i FLOOR SHEATHING 3 I � JOINT DESCRIPT]W4 COMINION NAILS NAIL SPACING 3 STRUCTURAL PANELS ! I I k ," t f i 1"OR LESS 80 64 EDGE/12`FIELD I GREATER THAN 1' 10D Cr"EDGE/6 f RELD DIAGONAL BOARD SHEATHING 1"XG OR 1"X8" 2-8D PER SUPPORT I 1"X10"OR WIDER 3-8D PEP,SUPPORT 1 NAILINJG REOUIRF'IENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT PANEL EDGE, I I IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REOUIPT!ITNJTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH I I�,1 02- AS 4 AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. I 02 PROJECT: 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED PACit�IBCRS.THE,TABULATED NUMBER CF NAILS I SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT, 3 CORROSION RESISTANT 11 GAUGE ROOFING NAILS AND 1 G GAUGE STAPLES ARE PERMITTED,CHECK RESIDENTIAL CODE OF NEW YORK STATE FOR ADDITIONAL REQUIREMENTS, z 0 U M A S I 117 STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC=DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. ` ' ` ' I i � R E S I D C E p I ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 3915 STILLWATER ROAD 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) CUTCHOGUE, NEW YORK 11935 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE NOTES: 1900-137.00-01.00-005.001 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 1. REFER TO ROOF FASTENING SCHEDULE AND NOTES 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION)MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) 10-08-2021 DRAWING TITLE: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 BREEZEWAY HOME ENERGY RATING SYSTEM(HERS INDEX RATING) ROOF REMOVED ROOF PLAN REFER TO CONSTRUCTION NOTES,AND DETAILS SHEATHING SET: ISSUED FOR: DATE: 02 10 SEAL: DATE: May 11 th, 2021 September 11th, 2021 October 8th, 2021 PROJECT NO: of N E H, 2021-24 O� DRAWN BY: CMA ct CHECKED BY: g I ? JJfD SCALE: 07 613 �� 1/4"= 1'-0" AR � O SS\ SHEET NUMBER: A- 1 32 DOB NUFABER: OF ROOF PLAN - SHEATHING @ DEERIKD£3RKI + AlRMEDESIGN AND ENGINEERING DPG 114"-1'-O" DE:ERKOSKt -t ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WEr.THAMPTCN 13EACH NY I I4D 76 631-767-60771 0ARM8SS9 A0L,CDM ENGINEER OF RECORD: , t EtN G l N E E R I NEG 51'uc3uar.�k>:+,u:tt+;+�,:r.as��r:�rcc:s • consulncl JAMES J.DEERK0500 P,E, 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 jamesdeer+roskl@yahoo.com 631-774-7355 OWNERSHIP&USE OF DOCUMENTS: _ specificationsse eawrng_ n rn in the i eas,d es€ n _- and arrangements represented therein.Are the property of - ..-_ .._.... .. ..._. -... _. ................._.. _..,....____...._. ---":----"----- _. - .....-..-.^..-.... ..._.......... .. ..._._. .= = ... .. . ser os Arm esi n&Engineering, ROOF. ARCHITECTURAL GRADE ROOFSHINGLES WEATHERED WOOD •TBD No art thereof shall o i d ; cl to others or Used in _.....- "..... than arw which theASIDING, RED CEDAR SHINGLE PERFECTIONS(NATURAL ___ __-_-...._- _-....._....--_._._ _....._ ............... __.____ _____ ........ ......... conn c lan with any or project ot?? .______-.__-____ ________ _ - EXTERIOR TRIM: AZEK WHITE -.__ ..............._..__.,, have been prepared without written consent, ......,__ _..___._..-..__._ .._..__w_..,.,...,,____.,,_ _ ------_....,»._ _,_..._.,,.. _..___,.,,_..,-.._,._.. ..,. ...,,_,...._....._,.._......... __._......_.__ , _ _ _.______.,..,....e .:-:..............._ --- FASCIA& SOFFIT. AZEK (WHITE} .»......... ... ..__,_...__-......"".. _, , ., . «__...-.. , Drawings&specifications,as instrucmtnts of professional --..._-.... ..._.._._._..-__._------_-----_..___-. _____..__..__. _.._.._....-.-..................................._.._.._. _..___.--_-----_.-....._-_ _....._.......... .......... _..._. _.__._.._...-__ _ _.._...-..__ __-_._..___,_._,_ ___..__.___..._.__....................._. _....... _._..__._.._... ee ser. COLUMNS, AZEK (WHITE) _: .. ._._..........-............:. ...__....- .....-............................... ...... _..._... serve re and shall remain the Pr the . service,a o o grn WINDOWS DOORS: ANDERSEN WHITE VINYL CLAD) _......_._- _-----.___.. _.--------.... _...__.-__,_ _..__., _._.___. _.-----.__..._--,---w__,-_... __._-__ ....._.._-_-----.._,.« ._.._ „_._ . -__ __. _____ _ _i rte___ - :._a-_ == - .= _ _. S D} OLD HARMLESS RAILINGS. WHiTE NEWEL POSTS WITH STAINLESS STEEL CABLE RAILS - CHIMENY: STONE VENEER _:,__.__ _ kosk i+Arm Design&Engineering DPC,and there ......... are not averseezVhe construction f thisFOUNDATION: POURED CONCRETE Assoctt,d�Engineer, eer PATIO SURFACE: BLUESTONE TBI �.,_-.,_«_ _,, -. ._._, .. w_ _„ _-__- _. ._.-. _r___ ,.,. .,. _.. ,,_ »w _..a .._... q__a�, ,_,.,,_ . .__....._........,,,,. ._ _ ._._ :,._. ,...^.",. _. _.._.,........., building.} The use of drawings b an co use these dra 9 y y ntsactor,subcontractor, BALCONY DECK: IPE (TBD) builder,tradesman or worker shall ins'gnte a Hold Harmless — _, Agreement m nt rir s 9 ser and Deerkoskl Arm Design Engineering,DPP.rThe user shalt in fact agree to hold� aski+Arm Design �e P t� , , f _ ..,:.....,_........ ,:..:.'..... .. . ,".,...._,. :.„..... •,.....,, ...,.,,.,,_,.., r i firIf,....,.,.,.._._, „i � , ......_... .. i€ I Ili Engineering - - En ineerin DPG harmless for an responsibility �in regardlot e construction means methods, e hni Qves,sequences or r r r and o ams' its In ocelots a r fa uh.. P rJ s and for an safety r a + ,, P Y YPeC i f _ ! -.1-� 'rati hold Dee s r Arm __{.�J--��.,•.,, r, � "*, connection with the work and furthers+ , and ProbEemsDesi n&Engineering DP harmless bf the costs IK -.. ±(1t.._ „�C(�zm-®_-PiCilIf,�':ill,'_�l�.;i_y-"-_._,.•_-i-_sa,;:;`f('I.-.—;__,:_-_-_-�-'� fEf -.._...,_. +f1 (3r, ' ..— -- - �gg I �B arrAafrom nG•��Sf �rEom the t�hES eUw negligence e IO�i iNer: e # n cs o f the e co nt r tbc o n # r a c t c tradesman or workman. The use of hese drawings also impliesthat peerkaski+A m ___.___ Design$ Engineeringieeri PG shall take. responsibility i11#Y for the e . . pian users failure to carry our the work in accordance with the _ . drawing contract documents or any and all applicable tuildin9 codess an manufacturer's Pr r t WORK NOTES: -------- CEILING-FLAT- NA SEALED ATTIC: R"3e CLOSED CELL INSULATION(ASSFMB L Y) CEILING VAULTED ROOF: R-38 CLOSEDCELL INSULATION EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R•15 BAT T EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R49 BATT it FOUNDATION WALLS. NA LATEDWITH ROXULALL INTERIOR WALLS AND CEILINGS SHALL_ _J SOUND DEADENING INSULATION. NAL REQUIREMENTSREFERTU HOME ENERGY RATING CERTEFICATE ADDTO Ll FRONT ELEVATION GARAGE REMOVED ROOF: ARCHITECTURAL GRADE ROOF SHINGLES (WEATHERED WOOD -TBD) 09-11-2021 SiDING: RED CEDAR SHINGLE PERFECTIONS (NATURAL-TBD) UPDATED GARAGE EXTERIOR TRIM: AZEK (WHITE) LOCATION AND FASCIA& SOFFIT: AZEK(WHITE) REDUCED PROJECT: COLUMNS: AZEK (WHITE) OVERALL HEIGHT WINDOWS& DOORS' ANDERSEN(WHiTE VINYL CLAD) RAILINGS: WHITE NEWEL POSTS WITH STAINLESS STEEL CABLE RAILS CHIMENY. STONE VENEER FOUNDATION: POURED CONCRETE PATIO SURFACE: BLUESTONE {TBD} z 0 U M A S BALCONY DECK: IPE (TBD) AR& I D _ W 3915 STILLWATER ROAD 7tL: . CUTCHOGUE, NEWYORK 11935 1000-137.0001.00-005,001 DRAWING TITLE: ELEVATIONS AS NOTED SET: ISSUED FOR: DATE: ------- tjIt i SEAL: DATE:May 11th, 2021 FRONT ELEVAION ' GARAGE REMOVED September 11 th, 2021 PROJECT NO: DRAWN BY: 2021-24 ,UR0'pMA p CHECKED BY:JJD (N SCALE: 0 1i4"= V-0" St SHEET NUMBER: A-201 7a iJOB NUMBER: OF ELEVATIONS - AS NOTED 1 °_ 1'-0" fi�}b JAMES J DEERKOSKI,PE I"DEERKQSKI ARM DESIGN AND ENGINEERING DIRC �� #. . I3r I6r toNClN�F Ixtht3 QPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 1 1976 631-767.6071 CARM8688@nA01-.131310 ENGINEER OF RECORD: ENGINEERING str.aGtiJfOs engines m,q sore+ccs • consult 9 JAMES J.DEERKCOSKi P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAIAPTON BEACH,NY 11978 jamesdeerkoslel@yahoo.Cont 531-774-7355 OWNERSHIP& USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service.are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkos!<i+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseei^,g the constriction of this building, The use cf these drawings by any contractor,subcontractor, builder,tradesman or worker shall instigate a Held Harmless Agreement between the drawing user and Deerkoski+Arm Design& Engineering.DPC. The user shalt in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means, methods,techniques,sequences or procedures,and for any safety precattl:cns and programs in, connection with the work and further shall hold Deerkoski+Art r Design&Engineering DPC harmless for the costs ant!problerns arising from the negligence of the contractor,subcontractor, tradesman or workman. The use of these drawings also implies that Deerkoski+Arco Design& Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building codes and manufacturer's specifications. WORK NOTES: BUILDING SHELL INSULATION: CEILING•FLAT: NA SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) CEILING•VAULTED t HOT ROOF: R-38 CLOSED CELL INSULATION EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R•15 BATT EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS t, ROOF: ARCHITECTURAL GRADE ROOF SHINGLES (WEATHERED WOOD -TBD) SIDING: RED CEDAR SHINGLE PERFECTIONS (NATURAL-TBD) EXTERIOR TRIM: AZEK(WHITE) Coq PROJECT, FASCIA& SOFFIT: AZEK(WHITIE) _ _ - COLUMNS: AZEK(WHITIE) WINDOWS & DOORS: ANDERSEN(WHITE VINYL CLAD) i i t RAILINGS: WHITE NEWEL POSTS WITH STAINLESS STEEL CABLE RAILS CHIMENY: STONE VEN17-ER t r FOUNDATION: POURED CONCRETE PATIO SURFACE: BLUESTONE (TBD) Z 0 U M A S BALCONY DECK: IPE (TBD) . __ -- R E S I D E N C E T I: 3915 STILLWATER ROAD CUTCHOGUE, NEW YORK 11935 t i I 1009-137.00-01,00-005.001 DRAWING TITLE: ELEVATIONS A5 NOTED _ -- DATE:._- __ - SET: ISSUED FOR: a � i I SEAL: DATE: May 11 th, 2021 REAR. ELEVATION - PITCH ROOF PROJECT NO: 2021-24 k� F N E w y DRAWN BY: P �� r�E£R'10,P CMA CHECKED BY: ' JJD UJ m !, SCALE: �O 10 0T25 �'� SHEET NUMBER: �O St NPS, A-202 \ 70'5'N U M B OF ELEVATION A @ LO NOTED JAMES JDEERKO A PE n t " EERKl7fiKf + AFtM DESIGN AND ENr31NEERENC3 DPC 1,4 1-O DEERKOSK1 4 ARM 'DESIGN ANC? ENGINEERING DPC 16 LIBRARY AVE. SUITE C wESTHAj#PTI3N BEACH NY 1197B 631-767-6071 CAPM88SS1ACIL.CDM ENGINEER OF RECORD: T ' ( ROOF: ARCHITECTURAL,GRADE ROOF SHINGLES(WEATHERED WOOD-TBD) E N G I N E E R I N G 51ructurCSt6nUnE1efetlgSoTYiCF35 • coilsUtifg SIDING: RED CEDAR SHINGLE PERFECTIONS (NATURAL-TBD) EXTERIOR TRIM: AZEK (WHITE) JAMES J.DEERKOSKI P.E. FASCIA&SOFFIT: AZEK(WHITE) 16 L113RARY AVENUE,SUITE C,WESTRAMPTGIN BEACH,NY 11978 COLUMNS: AZEK(WHITE) jarrsesdeerkrsskl@yahoa.cam. 631-774-7355 WINDOWS& DOORS: ANDERSEN(WHITE VINYL CLAD) OWNERSHIP&USE OF DOCUMENTS: RAILINGS: WHITE NEWEL POSTS WITH STAINLESS STEEL CABLE RAILS These drawings and specifications including the Ideas:design CHINIENY; STONE VENEER and arrangements represented therein,are the property o FOUNDATION: POURED CONCRETE Deerkoski+Arm Design,�Engineering,DPC. PATIO}SURFACE: BLUE STONE(TBD) No part thereof shall be copied,disclosed to Others or used in BALCONY DECK: IPE(TBD) connection with any work or project other than for which they ,have been prepared without written'consent, Drawings&specifications;as instrucments of professional service,are and,shall remain the Property of the engineer. HOLD HARMLESS:• Deerkoski+Arm Design&Engineering,DPG,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor, _ builder,tradesman or worker shall Ine0gate a Hold Harmless Agreement betvreen the drawing user and Deerkoski+Arm Design&Engineering,DPC The user shall in fact agree to hold CJee l+Arm in regaign rd to i Engineering DPC harmless for any responsibility gad to construction means, procedures,and for any methods,l afety precautions an programs in connection with the work and further shall hold Deerkoski+Arm ( i Design&Engineering DPC harmless for the costs and problems —i -- 0.�� arising from the negligence of the contractor,subcontractor, .... _ .. __ _ _� _ tradesman or workman. - . : «,�� ,-., " .�„ .,» :`� "_'_.,,,«...,.,, The use of these drawings also implies that Deerkoski+Arm Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building codes and manufacturer's specifications. 10-08-2021 WORK NOTES: _ BREEZEWAY BUILDING SHELL INSULATION:_ ` ROOF REMOVED [ CEILING•FLAT: NA SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) I \ * .�•. . -.^. .,n,• -�,^ - n ^ I I€ #j ;; CEILING-VAULTED/NOT ROOF: R»38 CLOSED CELL INSULATION T7 EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION t R'15 BATT EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R»19 BATT " ( FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS IBJ, - i RIGHT ELEVATION ROOF: ARCHITECTURAL GRADE ROOF SHINGLES (WEATHERED WOOD-TBD) SIDING: RED CEDAR SHINGLE PERFECTIONS(NATURAL-TBD) EXTERIORTRIMI: AZEK (WHITE) FASCIA &SOFFIT: AZEK(WHITE) COLUMNS: AZEK (WHITE) WINDOWS& DOORS: ANDERSEN(WHITE VINYL CLAD) RAILINGS: WHITE NEWEL POSTS WITH STAINLESS STEEL CABLE RAILS .� CHIMENY: STONE VENEER FOUNDATION: POURED CONCRETE PROJECT: (TBD) PATIO SURFACE: BLUESTONE TBD BALCONY DECK: IPE (TBD) U M A S ..} ------------- _ I .� SCE { 3915 STILLVi/ATER ROAD CU 1000.137.00 0 00-005.001 - ✓' DRAWING TITLE: 10-08-2021 AS NOTED P BREEZEWAY ROOF REMOVED =— -- '- � _ f __ L __jE ------------------- r SEAL: DATE: May 11th, 2021 LEFT E L E VAT I O ISI September 11th, 2021 October 8th, 2021 _ PROJECT NO: �oF NE`yy 2021-24 0 DRAWN BY: jos CMA `f CHECKED BY: m a Ir w JJD SCALE: �o 1140' = 1'-0" A% S NQ SHEET NUMBER: A-203 DOB NUMBER: OF ELEVATIONS Ar•y TED Q ESJDEERKOSARM !�,-,+� C JAMES E K1 �!- ARM DESIGN Aht[1 ENGINEERING DPC 1/4"= p "= 1 0" STRUCTURAL DESIGN SHALLCONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA°PER 8301.2 RDNS.TO BE DESIGNED TO MEET 1317nTi,ItIND LOADS Mineral Wool Insulation(") 7 rz o s, i + A rz M ALL STRUCTURAL MID MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT WAITED TO THE FOLLOWNG. ENGiNF-FRINM 0FAr 2021 INTERNNTIONALRESIDEENTIAL CODE(IRC) 2021 RESIDENT-AL BUILDING CODE OF NEW YORK STATE 202t ENERGY CONSERVATION CODE OF NEW YORK STATE gR 2RIBAVERICAN WOOD COUNCIL-2018 WOOD FRA!15CONSTRUCTION MANUAL HIGH WIND EDITION F DEERKOSKI +'ARM 2021 AVERICAN WOOD COUNI'l,'111.-FiRE DESIGN SPECIFICATIONS(FDS) DESIGN AND ENGINEERING DPC 2G21 MlERICAN WOOD COUNCIL-SPECIAL DESIGN PPOVISI�ONS FOR WIND AND SE�S!1,!"-(S!)P'NS) AMERICAN SOCIETY OF CIVIL ENGNEERS ASCE 7.16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 16 LIBRARY AVE. Surrr c WESTHAMPTON BEACH NY 1 19713 -767-r 631 .071 CARM88F.38@AOL.CDM REFER TO CONSTRUCTION NOTES,AND DETAILS ffnera!-wool lmv!r,�Iion ENGINEER OF RECORD: (A) Floor Sheathing* Materials and installation in accordance with 2018, 2015 and 2012 IRC Section 8503. (8) 1-joist:Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'11 Inches thick x 2 Inches wide, Minimum web thickness of"/s inch, Adhesives used shall be as described in the quality manual approved E N G I N E E R I N G by APA. * constfifnj (C) Mineral wool batt insulation: Minimum 2.5 lbfft,3(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag (ASTM 0665 Type I compliant)installed as shown with insulattion stay wire Supports spaced no more than 24 inches apart and no more JAMES J.DEERKOSKI P.E. than 4 inches from ends of batts. Use minimum of 15"&-Inch-, 181/2-.and 23-inctmk4de insulaton batt when 1-joist spacing is 16 inches, 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 19,2 inches and 24 inches on center, respectively. jamesdeeil,,0s+i@y0h0o.CoM 631-774-7355 Nole: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting, devices, luminaires, wires,speakers,drainage, piping and OWNERSHIP&USE OF DOCUMENTS: similar upetiings or penetrations shall be permitted, These drawings and specifications including the ideas,design FIGURE 7—FIRE PROTECTION: MINERAL WOOL INSULATION and arrangements represented thnirein,are the property of Deerkoski+Arm Design& Engineering, DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they '/2-inch Gypsum Board") have been prepared without written consent, Drawings&specifications.as instrucments of professional 19,2 inchef moximom gservice, are and shall remain the Property of the engineer, HOLD I ARMLESS: DecOcski+Arm Design Engineering.OPC,and there Associated Engineer,are not overseeing the construction of this (�,P bclowl R^-_FERT�,'GENERALIIOTEg FOR, F!,7EINING building. The use cf theso drawings by any contractor,subcontractor, ..................------- builder,tradesmen or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design& 5nninpering.DPC, till ii I.r,,i to hold Deerkoski+Arm Design & The u�,,er shz 1-3/4"x11-7,8 LVL Ridge Beam(Verify Location) ------------_---_--- a Engineering DPC harmless for any responsibility in regard to the Joist spacing (iin,) Requirerl lengith for q ypsum boards (in.) Ridge Vent(Verify Ventilation Requirements) constructicri rneins, rn0hods.technioues,sequences or 2 t 1/18 pror.edures,anij for afiy saffety pmcauticns and progra rns in ArchitectUral Grade Roof Shingles --------- connection with the work and fur!ler shall hold Dee-kosk!+Arm 1-3/4"x 11-718"L\ L RIDGE BEAM 6• -rinn DPC harmless for the costs and problems Design& Enginec - -e contractor,subCOntraCtOr, 15 lb Felt --------------------------------------- ---------------------- 19.2 arising from the nec.ligence of th lesman 3/4"CDX Plyviocid Sheathing Note: trad . orworkrnin, 2x 10 Rafters-16'oc. ------ The use of these drawings also implies that Doorkoski+Am.'. Gypwrn bxmd lr�ngtf-,s S!'lolwn ol�,rwprrwidl�� 1,!4"VP�l iT)q rl fl�� Of in, I.io�'t Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building (A) Floor sheathing. Materials and installation in accordance with 2018, 2015 and 2012 IRC Section 8503, codes and manufacturer's specifications. MAIN CABLE ROOF DETAILS (S) 1-joist: Installation in accordance with Section 4,0 of this report. Maximum 19.2 inches on center spacing, Minimum flange size of 1 inches thick x 2 inches wide. Minimum web thickness of 1/p inch. Adhesives used shall be as described in the quality manual approved 2X85,16-O.C.COLLAR TIES by APA. WORK NOTES: (C) 1-layer of'/2-inch-thick gypsum board complying to ASTM 01396 provisions for gypsum wallboards, installed on the top of the bottom BUILDING SHELL INSULATION: flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5/jr,inch between the edge of the gypsum and the I-joist web shall be permitted, CEILING-FLAT: NA Poor ASSEPABLY,TYP,U ON. 0 Note, Penetrations or openings for ducts.vents,electrical outlets,lighting,devices,luminaires, wires,speakers, drainage, piping and similar SEALEDATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) 0CEILING-VAULTED I HOT ROOF: R-38 CLOSED CELL INSULATION 3/4'CDX PLYINOOD SHEATHING openings or penetrations shall be permitted. EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION#R-15 BATT 200 RAFTERS @ 16'OC, EXPOSED FLOOR: 8-38 2"CLOSED CELL INSULATION+8-19 BATT P-38 CLOSED CELL HD SPRAY FOAIA INSULA704 4 X FIGURE 8--FIRE PROTECTION:%-INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE FOUNDATION WALLS: NA RDX,,JL SOUND DEADE'JING INSULATIONr TYP,-,,,ALL INTERIOR CU-INGS F_ ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL ni 2x6 2x4 STRONG BACK SOUND DEADENING INSULATION. r"HALF-ROUNO LEAD------- COATED COPPER GUTTEPS REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS W/3' LEADERS 0 U 2 x 8 CE IT oc CEILNG JOISTS 8.1118' CEILNS JOISTS @ 81118' 2 x 8@,16"oc 514'x 3112"FASO 5/4'x 7112"FASCIA lt2'PLYWOOD SHEATH)`G 3/4'V-GROOVE SOFFIT 5Wx 4"FRIEZE BOARD 514'x 3"FRIEZE BOARD PACKING DO I i EXTERIOR WALL ASSEMBLY,TYP.V ON AIR INFILTRATION BARRIER 518'COX PLYWOOD SHEATH11IG LAUNDRY HALLWAY i CLOSET BATHROOM 2 20 @ 16"O.C. 2"CLOSED CELL HO SPRAY FOAM INSULATION R-15 BATT INSULATIO14 -,REAR SHED ROOF DETAILS 518'G.W.B.WI VAPOR BARRIER FRONT PORCH ROOF DETAILS ROOF ASSEI!3LY,TYP.U ON ARCHiTECTURL GRADE R OF SHINGLES 314"COX PLYWOOD SHEATHING b 10 RAFTEPS@ 16-O,C, —RoOE ASSEMBLY,TYP,U ON, ARCHrTECTURAL GRAIDE ROOF SRNG'ES R-38 CLOSED CELL HD SPRAY FOAM NSULATION IT 314 COX PLYWOOD SHEATHING 200 RAFTERS @ 16'0 C. FINISH FLOOR(31C TYP.) 2ND LAYER 34"CDX PLYINOOD(OPTIONAL; R-18 CLOSED CELL HD SPRAY FOAM INSULATION 1-1 'AWANTEC T&G PLYWOOD SlAFLOOR,TVP. 6'HALF-POUND LEAD- ROXUL SOU!ID!7,ADEMN'S KSULATIVI.TYP ALL INTERIOR CE!LNGS COATED COPPER GUTTERS LEAD. W/3" LEADERS COATED COPPEP GUT T ERS Wf3" LEADERS L r FWG80611 TJI 230 X9 tt2 16'O,C, ---------------I 514'x 3 112"FASCIA 514'y 3112^FASCIA TJI 230 x 14'Cw 16"ac CEILING JOISTS IGLI VF f , . I�), r, 'r � i'i "-, -------------- ---------- -----------------------——-------- ------- - ---------------------- 514'x 71'2"FASCIA 5114-x 7117 FASCIA W12 87 STEEL I BEAM(FLUSH) W21 x62 STEEL I BEAM(UPSET)or W18 x 71 STEEL I BEAM(UPSET) 17PLYWOOD SHEATHING 117PLYWOODSHEA�THING 3?4'V-GPOOVESOFFIT 3,,4'V-GROOVE SOFFIT (WOLVANIZZED) SIB"PTD,GYP.BD,,TYR.U_O.?, 3-112"x 9-112'LVI,HEADER 48"LENGTH OF PLYWOOD EACH SIDE OF ALL JOISTS 54'x 4"FRIEZE BOARD--—----------— I c__:_:--�_ ____ i Tit 560 X 14 @ 16'O.C. 5f4'x 4'FRIEZE BOARD FOR OFFSET BEARING AND/OR SQUASH BLOCKS 514'x 3"FRIEZE BOARD PACKING,---- EXTERIOR WALL ASS]ElvlgYIT.�k��N RE:STRUCTURAL PLAN REFER TO MANUFACTURER'S DETAILS H-1 NGL ES @ 5 1 Q`E XPOSURE AIR INFILTRATION BARRIER ROXUL SOUND DEADENING It,SL I-ATION TYP @ ALL iNrERIOR CELL NGS 50'CDX PLYWOOD SHEATHING 2X6 @ 16"Oc. 2'CLOSED CELL HD SPRAY FOA11,1 INSULATION R-16 BATT INSULATION 518'G.W8 Wf VAPOR BARRIER. POWDER CLOSET -7 HALLWAY I LIVING ROOM PROJECT: ROOM 2"Closed Celt Insulation R-15 Fiberglass Batt Insulation Z 0 U M RE S IDE N C E (2)2X,SOLE PLATE,TYP. FIRST FLOOR 3915 STILLWATER ROAD FINISH FLOOR(1!4"TYP,) CUTCHOGUE, NEW YORK 11935 FOUNDATION WALL DETAIL ENTRY PORCH 2ND LAYER 34'CDX PLY14'000(OPTIONAL) C402M :31-- 1000-137.00-01.00-005-001 I-IIFADI�ANIECor3,,4'COXT&GPLYVVOOI,'SUBFLOOR,TYP. ------------ ----------------- ..............................., ---------------- DRAWING TITLE TJI 230 x 14"Co,Woc FG8080 C ---------------- -------------- -------- --------------- ---------------- ---------------------- -------------------------------- ----------- -------- ------------------------- ----------- ----------- ------------- t CROSS SECTIONS J AS NOTED SET; ISSUED FOR: DATE: I . F SEAL: DATE: May 11th, 2021 ROJECT NO: 2021-24 oF NCti, DRAWN BY: A� r- 0 DE0 CMA CHECKED BY: cr_ W JJ© mLU SCALE: TYPICAL FflUNDATiDN WALL TYPICAL STEEL COLUMN FOOTING DETAIL-48'*x48*'x12" DQ ;j5 112" = V-0" Oj:ES I NP� SHEET NUMBER: A,--301 DOB NUMBER: OF JAMES J CROSS SECTIONS AS NOTED @ DEEDEERKOSKI,PE RKOSKI + ARM DESIGN AND ENGINEERING OPC 1/2"= V-0" I 7, STRUCTURAL DE35CH SW-J_LC0*AFQRMTOCL1IAATIC&GEOGRAPHIC DESfGNDATA'PER R3D12RCN1YS.TO BE DESIGNED TO MEET l3unV40WINDLOADa �7 Mineral Wool InsulationM_71'9,Z KL'�C1 c;F K%P 4- A RZ M AU.STRUCTURALAND IATCHANICAL DfWIINGS SHALL CONFORI'ATO THE PROJECT SPECIFICATIONS.INCLUDED,BUT NOT LIMITED TDTHE FOLL(y1MNG- ISA ENOINCE',FTINM 2021 INTERNAtIONAL RESIDENTIAL CODE:(ITZC) 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE,OF NEIN YORK STATE DEERK 201-, AVERICAN INOOD COUNCIL.2018 WOOD FIRM`CONSTRUCTION MANUAL HIGH'NINO ENTION OSKI + ARM 202E AIERCAN INOOD COUNCIL-PRP DESIGN SOECIFICATIONS(FDS) 0ESIGN AND ENGINEERING DPC 2021 NIF RICAN 1A`O(DD COUNCIL-S'PECgkl.DESIGN PP.O)A$IONS FOR W114D AND SEISMIC(SDPWS) AMERICk"I SOCIETY OF CWIL ENGINEERS ASCE 7-16 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY I I 97S fjOME EN5R^GY RATING SYSTEM rH,'PS INDEX RATING) 631-767-6071 CARMSSSS@AOL.CDM REFER TO COT NSnUCTION NOTES,AND DETAILS rrefal Wo r,I Intl'llat on, ENGINEER OF RECORD: Own (A) Floor sheathing:Materials and installation In accordance 2018, 2015 and 2012 IRC Section 8503. __D FIE R 'KOSK with (B) 1-joist:Installation In accordance with Section 4,0 of this report. Maximum 24 inches on center spacing, Minimum flange size of 1-1/g inches thick x 2 inches wide, Minimum web thickness of 31a Inch. Adhesives used shall be as described in the quality manual approved _E N G I N E E R I N G by APA. * consurvq (C) Mineral wool batt insulation: Minimum 2,5 IbIft3(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag (ASTM 0665 Type I compliant)installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more JAMES J.DEERKOSKI P.E. than 4 inches from ends of batts.Use minimum of'15'144nch-, 18%-,and 23-inch-wide insulaton batt when 1-joist spacing is 16 inches, 16 LIBRARY AVENUE,SUITE C,WEST'AMPTON BEACH,NY 11978 19.2 inches and 24 im-,hes on center, respectively. jamp,sdeerkoski@yohoo.com 631.774-7355 Note: (a)Penetrations or openings for ducts,vents.electrical outlets,lighting, devices, luminaires,wires,speakers,drainage, piping and OWNERSHIP&USE OF DOCUMENTS: 'Similar openings or penetrations shall be permitted. These draimings and specifications including the deasdesign FIGURE 7—FIRE PROTECTION:MINERAL WOOL INSULATION and arrangements reprfsentpd therein,are the prope operty of Deerkoski+Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they '/;!.inch Gypsum Board") have been prepared without written consent. 00), Drawings&specifications,as instrucrrents of professional Y *er, 19.2 incl,es rnaxlmum v; service,are and shall remain the Property of the engine HOLD HARMLESS: C�,/pzvnn b,7,ardl l�ngsh Deerkoski+Arm Design Engineering, DPC,and there Associated Engineer,are not overseeing the construction of this building. �uf,)r,,ontrartor, The usi�,of those drawin.gs by any contractor, builder,tradesman or worker shall instigate a Hold Harmfe!,3 S- Agreement between the drawing user and Deerkoslid+Arm 1/2" be"Ird Design& Engineering DPC, The user shall in fact agree to hold Dverkoski+Arm Dosign& Joist spacing(in.) Required length for gypsuril boards (in.) Engineering DPC hart-riless for any tesponsil)ility irl fegard to the construction mrans, rnethodstechniques,secluerw�', CW 12 11.11/8 ¢ 1,T procedures, and for any safety precautions and PrCiOrWIIS in 1 11 1 connectior with the work and further shall hold Deerkoski+Arm 6 /�i - Design& Engineering DPC harmless for the costs and 19,2 12-1/4 1;8 arising from the negligence of the contractor,SLibc.ontractor, tradesman or workman. Noto: The use of these drawing;also implies that Deerkoski+Arm Gq)'�ijtn b-01A 5howrt-;bo'r providp at linvl 1,'4'b-m irio 1%- of 1'1',-f tl,;--,',flnn n Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building (A Floor sheathing. Materials and installation in accordance With 2016, 4211115 and 2012 IRC Section 8503. codes and manufacturer's sPecifications. (B) 1-joist: Installation in accordance with Section 4.0 of this report. Maximum 19.2 inches on center spacing. Minimum flange size of 1-'dg inches thick x 2 inches wide. Minimum web thickness of 3/,,,inch. Adhesives used shall be as described in the quality manual approved by APA. WORK NOTES: (C) 1-layer of 1/2-inch-thick gypsum board complying to ASTM 01396 provisions for gypsum wallboards.Installed on the top of the bottom BUILDING SHELL INSULATION: flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5/16 inch between the edge of the gypsum and the 1-joist web shall be permitted, CEILING-FLAT: NA Note, Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires, wires,speakers,drainage,piping and similar SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) -—......_v.-_-.e.---- CEILING-VAULTED I HOT ROOF: R-38 CLOSED CELL INSULATION openings or penetrations shall be permitted. EXTERIOR WALLS: R-27 r CLOSED CELL LL R-15 BATT r 10 1 �IT,L SPRAY rGAM PrIll-AtIN EXPOSED FLOOR: R-38 2'CLOSED CELL INSULATION+R-19 BATT FIGURE 8--FIRE PROTECTION:'/2-INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADOMONAL REQUIREMENTS 54' t TO FA504 13ATHROOM 2 ,F,P:1-,P y_"_I4_ COVERED PORCH DETAILS AIP 111,TFAT'l,FOF5LP r,15 P.,i,r m, A":N F -F<t is F 7«r,,`"':`:£# FEENEY CABLE RAILING 9 AM9P AND PITCH N'l 040;;r'OWI LE-0 COAED WPPI:R DR?Mr-E&FLA S!IING f,-,RIFY Dr�f NS TIEMI.FCC EST44FC NAVT, CAL M CK,NC'; -------------------------------------- ----------------- -----------------—---------------------------------- 1._.J I L I L-I FWG 0 —---—-—-—------------- —--—-------—-—--- —-------- fe 80611 a V7 mold-,F REA1,1, T�J:I - F0 I IT I —-------------- W12 x 65 STEEL I BEAM(FLUSH) 3-1,12"x 14"LVL WOLMANIZED HEADER`1Z 11 KITCHEN DINING ROOMCOVERED PORCH PROJECT: UA {s a Z0 U IMI R E S IUE N C E PITCH FRO),':HOOSE.OUSE. �foFi�ii�fiAWAY 1: L 3915 STILLWATER ROAD lf'8'1 TYP,UD.N� T THICK STONE I CUTCHOGUE, NEW YORK 11935 ----------------- FINISH W/SETTING1000-137.00-01.00-005-001 TERMITESHIELD C1 FEE R, 55 SILL SEILER.TYP, BED PVil BRICK VENEER NOTE.EXTEND FLASI!ING RELCIV SLA8 AS"AN 1 1 1 1 ---------- .......... .............. DRAWING TITLE: ------_---------------------__- ............ - -_- -- --____--- ........ ..........- -__-_--__-__-___-_--__------...................---------- ---------__- ............... CL D FW 080 ti 41 L CROSS SECTIONS TZ EXP&NISONJOIt JT BE7710EN Rau[RED CONCRETE FLOOR SLAP&ALL INALLS,71, AS NOTED SET: ISSUED FOR: DATE: Ef • L 'El SEAL: DATE: May 11 th, 2021 • PROJECT N NElV� 2021-24 DEC-& 0 DRAWN BY: CMA CHECKED BY: W JJD SCALE; 0725 1/2" V-0" F SHEET NUMBER: A-30 3 DOB NUMBER: Z57 QERKCISCROSS SECTIONS ANOTEDDEERKOSKI + ARM DESIGN AND ENGINEERIM13 CIPC 1/2"-1'-O" -!M STRUCTURAL DESIGN SHALL CONFORM TO CLIMATIC&GEOGRAPHIC DESIGN DATA'PER R301.2 RCNYS.TO BE DESIGNED TO VEST 1130",WIND'LOADS, Mineral Wool Insulationt"IFD r <C 3 r-,P<14 A; ID A- ALL STRUCTURAL ANoMECHMIcAL DRAWINGS SHALL CONFOR%T TO THE PROJECTSPECIRCATIONS.INCLUDED.BUT NOT 1.111ITED TO THE ItOLLURING' 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2021 R=_$IMNTIAL BWLDING CODE OF NEW YORK STATE r I +ARM 2021 ENERGY CONSMATION CODEOF NEWYOPI(STATE DEERKDSKI 2018 AMERICAN YMOD COUNCIL-2018 WOOD FRAME CONSTRI LICTIONMANUALHIGHIMITO E01MON ......... .. ...... DESIGN AND ENGINEERING'DPC 20 AMERICAN 1PoOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FOS) 2021 MAERICAN WOOD COUNCIL•-SPECIAL DESIGN PRMISIONIS FOR WIND AND SEISMIC(SDPINSt C WESTH I A14 R7, 116 LIBRARY AVE. SUITEPTON BEACH NY I 19*78 J&; O@AML,CDM . ......... AMERICAN SOCIETY OF CIVIL ENGINEER$ASCE 7-16 63 1-767-6071 CARMS019 HOME ENERGY RANING SYSTEM(HERS INDEX RATP rfi) REFER TO CONSTRUCTION NOTES,ANO DETAILSlwrierotW*o! ENGINEER OF RECORD: ' all Floor sheathing*Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503, �A) j! (B) 1-joist:Installation In accordance with Section 4.0 of this report. Maximum 24 inches on center.spacing, Minimum flange size of 1-t& inches thick x 2 Inches wide, Minimum web thickness of 3/a inch. Adhesives used shall be as described in,the quality manual approved E N G I N E E R I N G by APA. 0 cofisujl�'I'j C Mineral wool batt insulation: Minimum 2,5 Ib/ft3(nominal)and 3-inch-thick mineral W601 batt Insulation made of rock or furnace stag (ASTM 0665 Type I compliant)installed as shown with Insulation stay wire supports spaced no more than 24 Inches apart and no more JAMES J.DEERKOSX)P.E. than 4 inches from ends of batts. Use minimum of 15'144nch-, 18%-,and 23-inch-wide insulaton batt when I-joist spacing is 16 inches, 16 LIBRARY AveNUE,SUITE C,WESTHAtIPTON BEACH,NY 11978 19.2 inches and 24 Inches on center, respectively. jamesdeerkoski@yahoo,com, 631-774-7355 Note: (,a)Penetrations or openings for ducts,vents,electrical outlets,lighting, devices,luminaires,wires,speakers,drainage, piping and OWNERSHIP&USE OF DOCUMENTS: shnilar openinUs or penetrations shall be permitted. These drawings and Specifications 11richjdIng the ideas"design 'FIGURE 7--FIRE PROTECTION:MINERAL WOOL INSULATION :and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project otter than for which they 112-Inch Gypsum 130'ard"'I have been prepared without written coffsent, Drawings&specifications,as Instrucmf4lts of professional 19.2inches maximvnri service,are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design&Engineering, DPC-,and there Gypsum board length Associated Engineer,are not overseeing the construction of this (see betow) Duilding. The use of these drawings by any 6ontm6lor'submritrador builder,tradesman or worker shall instigate a Hold Harmless Agreement between the drawing userand Deerkoski+Arm 1/7,gyr-nurn board Design&Engineering,DPC. The user shall In fact agree to hold Deerkoski+Arm Design& ................... ------ ........... Joist spacing(in.) Rewired length for gypsum boards(in.) Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,Sequences Or 12 1/8 procedures,and for any safety precautions and programs in connection with the work and further shadhold Deerkoski+Arm 16 15-1/p :t Design&Engineering DPC harmless for the costs and problems 192 118 arising from the negligence of the contractor,subcontractor, tradesman or workman. Note: The use of these drawings also implies that Deerkoski+Arm Gypsum brd lt-nolhs stown above pr&64P at leasl Ing on Ili^to of Ific bot'�rn Pringn in rfxh I.jo;ltit as infttte-,d. Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building (A) Floor sheathing:Materials and installation in accordance with 2018, 2015 and 2012 IRC Section 8503. codes and manufacturers specifications. (B) 1-joist:Installation in accordance with Section 4.0 of this report. Maximum 19.2 inches on center spacing. Minimum flange size of 1-'/8 inches thick x 2 inches wide. Minimum web thickness of 3/p inch. Adhesives used shall be as described in the quality manual approved by APA. WORK NOTES: (C) 1-layer of 164nch-thick gypsum board complying to ASTM 01396 provisions for gypsum wallboards, installed on the top of the bottom BUILDING SHELL INSULATION: flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of s/1,3 inch between the edge of the gypsum and the I-joist web shall be permitted. CEIUNG-FLAT* NA Note- Penetrations or openings for ducts,vents,electrical outlets,lighting,devices, luminaires,wires,speakers, drainage,piping and Similar SEALEDATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) CEILING-VAULTED I HOT ROOF. R-38 CLOSED CELL INSULATION openings or penetrations shall be permitted. EXTERIORWALLS: R-27 r CLOSED CELL INSULATION+R-15 BAT7 EXPOSED FLOOR: P-38 2-CLOSED CELL INSULATION+R-19 BATT FIGURE S--FIRE PROTECTION:%4NCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 1-3/4'x 11-7f8"LVL RIDGE BEAM 1-3/4"x 11-718"LVL Ridge Beam(Verify Location) Ridge Vent(Verify Ventilation Requirements) Architectural Grade Roof Shingles -------__ ---------,--._-.- _- '' ` O 15 ------------------------------ 15 lbFelt - ._. s__ �.,w,a_ ..._ __ ,, 3/4"CDX Plywood Sheathing 2x10 Rafters-16"oc. 2M,§1 0,COLLAR TIES (a 4 ROOF ABSEM I.YTYRUO.N. APCHITECTURk�'GRADE'066FSHI'4GI.ES 3/4'COX PLYWOOD SHEATHING 2x10 RAFTERS @,1VOC, R-39 CLOSED HD SPRAY FOAM INSULATION Ll V, 2x6 2x4 STRONG BACK 6'HALF.ROUND LEAD COATED COPPER CUTTERS IN/3' LEADERS 2 10 16'v, CEILRJIG JOISTS ------------ FWG80611 $14'x 3112°FASCIA 5,14'x7112'FASCIA 112"PLYWOOD SHEATHING 3A'V-GROOVE SOFFIT 5Wx gr FRIEZE BOARD -- ---- 514'x T FRIEZE BOARD PACKNG EXTERIOR WALL ASS E kISLY,TYP.U ON, 10-08-2021 18"CEDAR SHINGLES g 5112"EXPOSURE BREEZEWAY AIR INFILTRATION BARRIER 518'CDX PLYIP=D SHEATHING 2A @ 16-0 C, ROOF REMOVED 2'CLOSED CELL HD SPRAY FOAM INSULATION R-15 BATT INSULATION 518*G.W.8,W/VAPOR BARRIER GARAGE PROVIDE 5"T TYPE*X*GYPSU1,1 BOARD @ GARAGE IVALLS CEILINGS PROJECT: GARAGE LW Z " U M AS 1 RE S IDN C E 3915 STILLWATER ROAD CUTCHOGUE, NEW YORK 11935 1000-137.00-01.00-005-001 jvw 1 r 1w ABOVE HOUSE SUFLOOR ABOVE HOUSE SUBFLOOR 7 ------ WDRAWING TITLE: ---------- -----------------------------------------------•---------------- -------------------------------------------- --------- ....... -----_----- FG8080 CROSS SECTIONS AS NOTED SET: ISSUED FOR: DATE: r TT [7- - T T SEAL: DATE: May 11 th, 2021 September 11th, 2021 NEteV October 8th, 2021 0 PROJECT NO: 2021-24 RAWN BY: CMA t-7 HECKED BY, 0T?.54 JJD SCALE: - %FESS\ 112" = l'-O" SHEET NUMBER: A-304 D06-NUMBER: OF JAMES J DEERKOSKI,PE I -1 1 CROSS SECTIONS AS NOTED DEERK05KI + ARM DESIGN AND ENGINCERIND DPC 1/2"=1'-�O" E,F DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 1 1976 631-1767-60,71 CARM8a8a@A0L.CDM ENGINEER OF RECORD: -0 E N G I N E E R I N G consulinq JAMES J.DEERKOSKI P.E, 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 JarnesdeerkosI,,l@yohoo corn 631-774-7355 OWNERSH!P&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design& Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer, HOLD HARMLESS: Deerkoski+Arm Design& Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor, builder,tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm E X T E R 0 R VALL A'S S F f!3 Y, 0.N. Design 8 Engineering,DPC. The user shall in fact agree to hold Deerkoski+Anrn Do sign SIDING RE:ELE),fATI01 S Engineering DPG harmless for any responsibility in mgnrd to the EXTEP�IORI,IIALLAS��Ef�IBLY.T'�P.UO.h�,: C, , , - " I I I'll , I I I RiEp construction means, methods,tp.chr.iques,sequences Or "10" AT -AIR IN"MRATION SAIR -.,,,IGRErEt,EV IONS A!R I NFILTRATiON BARRIER 5"'CDX SHEATHING proredures, and for any safety precautions and progirnms in - c 7`l`P,,Z,FIRST FL OOP 2x*A11 STUDS '21'2X SC E PLATE.TYP. FRST FI-,%M R, connection with the work-and further shall hold Deorknskj+Arm -5!8'CDX SHEAT:HING 2X�0_PLATE 2"CLOSED CELL SPRAY g Design&Engineering DPC harmless for the costs and probherns -2y,VIALL STUDS16'0.0 -X 1� arising from the negligence of the contractor,SubContrator, "T X 1'"L7L BOX,BEAV.7P P-1 BATT Ty:'� 2"CLOSED CELL SPRAY INSULATION& 112'PI-YINDOD SHEATHA'_`��O"TiONAJ 1-3i- 'LVL BOX TYP, tradesman or workman, P. R-�S BATT!NSUILATICN,TYR 'U The use of these drawings also implies that Deerkoski+Arm FINNISH FLOOR&SUBSTRATE ;IEP FINISH FLOOR 8 SUPSITRATE Design&Engineering DPC,shall take no responsibility for the 5.1&'PTD,GYP.wl VAPOR BARR PLYWOOD SHEATHING(OPTIONAL) RE,FLOOR FINIS4 PLAN RE,FLOOR FINIS)H PLAN plan user's failure to carry Out the work in accordance with the -',!8'PTD.GYP.w;VAPOR BARRIER (1)2X6 PRESSURE PEATED ACO S�LL PLA7E ....... drawing contract documents or any and all applicable building C`X T&G PmICOD SIUSFLOC�,TYP. -1 ERI"ITE SHIELD ON FiFF S5 ------- ill 2X6 PRESSURETREATED ACO SILL PLATE T codes and manufacturer's soecifications. 3,,14'C P - � X T&^PLYWOOD SIJBFLOOR,I YP, PITCH STONE PNISHA'NAY FRCI`,HOUSE, SS ve.I I,-T 111N.,TYP.U,O,N. SILL SEA,1ER,TYP. It-R!,11TESPI ELDON FIBERGLASS ROXUL SOUND DEADENING INSULATION,TYP @ THIN PRICK VENEERCON'TINUOUS FLASHING ROXUL SOUND DEADENING INSULATION,TYP SILL SEALER,TYP, ALL INTER!OR CEILINGS ALL INTEROR CEILINGS WORK NOTES: 27HICK STONE FINISIH Wil 2SE7I1N`G BED, NOTE:EXTEND FLASHING"BEL9W CONTINUOUS FLASHING; SLAB AS SHOWN BUILDING SHELL INSULATION: CEILING-FLAT- NA '!S— C. CEILING-VAULTED I HOT ROOF: R-38 CLOSED CELL INSULATION 5 STUCCO FINVS� ALL EXPOSED r C_ EXTERIOR WALLS: R-ZT 2'CLOSED CELL INSULATION+R-15 BATT EXPOSED FLOOR: R-38 2'CLOSED CELL INSULATION+R-19 BATT CONCRETE LION, in FOUNDATION WALLS: NA ? 21 ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. _JI 2%` + REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REOUIREMENTS 112' EXPANW'NIIJOINT BETNEEN POURED _---- (2)2X,,PRESSURE TRIATEDACO SILL PLATES CONCRETE FLOOR SLAB&ALL WALLS,TYP. 4 l2)2X6 PRESSURE TREATED ACO SILL PLATES TERVITESHT-DONFIBERGLASS J,� SILL SEA LER,TYP . (2)156ARS Tr-R?,;InSH.,IELDONFt�B:-:RGLASS 6"- 4"ill SILL SEALER,TYP, (2*BARS TJI 560 X 14 5_16-O,C. #5 RENFCRCINIG RODS, (2)#5BAR5 RESTRUCTURA! PLAN LT -V 0 C) t 51WFANCHORBOI (VAX1 I a-LONG 18�O.C. 12 FROM EACH CORNER W7H 3 x 3 x 314 METAL'WASH ER RE STRUC TURAL PLAN 51"X 16-ANCHOR SOLT 2'-0-O,C) --------------------- GRA'2 INATERPROCF,!,,!G�IYSTEM SYSTEIl NERIFY WITH OWNIER) qj�WASHER _k t ct� C) GRACE WATERPROOFING SYSTIEV, UJ LU (VERIFY WITH OV,'NER) CELLAR CELLAR !q CC CD LM #5FARS@2_1'OC.(ROT'!EIRECTIONS1 LU U1, F110TE SHALL 81 A lvllmmu!"I I C� C-'4�,X BAR DAVETER #5 BARS @ 24-D,C,(63THDiRECTIONS) #5 BARS 24'K,(BOTH DRECTIONS) 60 ALL SPLICES SHALL BE A M!NIM011 OF 40 X BAR DIA!."ETER `i------- OF 40 X W DIAMETER NOTE:ALL SPLICES SHALL BE A MIN11 V NOTE 112" EXPANSION JOINT BE7WEEN POURED 1/2" EXPANSION JOINT BEWEN POURED (2,4HARS CONCRETE FLOOR SLAB&ALL WALLS,TYP. -- ----- CONCRETE FLOOR SLAB ALL WALLS,TYP, NOTE:ALL SPLICES-SH)FLL BE A_I,VNMIUP I OF40XBAR D C.I.P.CONC,SLAB C,I.P,CONC.SLAB RE FOUNDATION PLAN RE:FOUNDATION PLAN (214 BARS (2)#6 BARS PROJECT. 24x 10-CONCRETE FODTDG 10* 2-,.'x 10'CONCRETE FOO7NG BM 'G WAY) 9� WTH#5 BARS-F Ot UH:LONG WAY) WITH 9 -6'0,C, (THE LOP ;G WTH 45BARS-244-OC FRESHORT WAY) 1M#5 BARS-24'O.C,(THE SHORT V1,AY) 217 -so 24'00'CONCRETE FOOTING O.C�(THE LONG WAY) "kjWITH#5 BARS I 11 __4 VilTH 05 BARS 24'O.C, (THE SHORI WAY) 0 U M A S R E IS I D E N C E 0 0 0, 3915 STILLWATER ROAD L 6" 6' 6'—1- 3- 6' 6� 34 3"- CUTCHOGUE, NEW YORK 11935 NOTE.ENSURE A MINI%IUiA OF 2003 PSI NOTE:ENSURE A 11114,IUM OF 2000 PSI NOTE:ENSURE A&FINI'JIL1,14 OF 2000 1000-137.00-01.00-005-001 SOIL BEARNG CAPACITY SOIL BEARING CAPACITY L7;;;� 2'-0' DRAWING I I I LE: FOUNDATION DETAILS SET: ISSUED FOR: DATE: NOTE:CONFIRM SOIL I 1 BEARING CAPACITY,POUR ON UNDISTURBED NATURAL GRADE. II MAINTAN RNAL GRADE SEAL: DATE: PITCH AWAY FROM HOUSE May 11 th, 2021 AND PORCH FOUNDATIONS, MAINTAIN 6"EXPOSED FOUNDATION TYPICAL, PROJECT NO: REDUCE AS REQUIRED AT (ft NEtj, 2021-24 PATIO AND STEP LOCATIONS 3 DEt- 0 DRAWN BY: CMA 0 CHECKED BY: NOTES: C Of JJD LU -PROVIDE MIWIlU1A 2"CONCRETE COVER-a'AIL REBAR,TYP. -REFER TO GENERAL NOTES FOR ALL STRAPPING,NAILING,FASTENING&TIE-DOV,1114 DEETkILS SCALE: -REFER TO SLAB,FOOTING&POST SCHEDULES FOR ADDITIONAL INFORMATION 25 SOF - SHEET .."Slo NUMBER: FOUNDATION I.A.IALL DETAIL FOUNDATION WALL DETAIL 0 ENTRY PORCH A-401 DOB rJ 2 NUMBER: OF JAMES J DEERKOSKI,PE @ DEERKOSKI + ARM DESIGN AND ENGINEERING OPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE, SUITE C WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARMB88B[t AOL.COM ENGINEER OF RECORD: l I i i I , R .. 707 _..5_':.. " E N G I N E E R I N G 51'U�4,1'(Ii r;ncp r,<,,:f:ti�}5e!4:..:c;i a CCKiS I}Ird3�a JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WE:STHAMPTON BEACH,NY 11978 iamesdeerkoski@Iyahoo.com 631-774-7355 OWNERSHIP&USE OF DOCUMENTS: These drawinns and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arae Design& Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been preparcd without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design& Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor, builder,tradesman or worker shall inst;gate a Hold Harmless Agreement between the drain--ig user and Deerkoski+Arm Design& Engineering,DPC. 'The us,)r shall in frac;agree to hold Da,_;rkoski+Ann Design& Engineering DPC harmless for any responsibility in regard to the construction rnears, methods.techn;ques,sequences or pror.edures, and for any safety preca+,!iotas and programs in connectior with the work and further shall hold Deerkoski+Arm Design&Encaineering DPC harmins5 for'"(,,costs and probir�ms arising from the negligence of the contractor,subcontractor, tradesman or workman. -The use of these drawings also,impl;es that Deerkoski+Arm Design&Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building FITC�I STOdE FiIsISH A'1',AY FROI,1 HOUS codes and manufacturer's specificaticans. 1:$"11'V-074,TYP,U.OD.N — 2"THICK STON:F;'!'SH 1A4 2"SETT[NG BED WORK NOTES: BUILDING SHELL INSULATION: CEILING-FIAT: NA SEALED ATTIC: R-36 CLOSED CELL INSULATION(ASSEMBLY) CEILING EXTERIOR WALLS: t NOT ROOF: R-38 CLOSED CELL INSULATION R-27 2"CLOSED CELL INSULATION+R-15 BATT __. .._.,,..,.... .,......_...,..,. .. ,.,,,..,..,..,..,,. ___. 2 CL R19BA EX .. ,� EXFOSEDFLOOR: R-38 "CLOSED - 7T FOUNDATION WALLS VERIFY ALL DUMENSIONS Wf PATIO, STAIR L�C}WER LEVEL FINISHES NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL 11 - �� OVERALL HEIGHT SOUND DEADENING INSULATION. — 18 _r REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS Risers ) 7 VERIFY STAIR RISE&RUN BASED ON FINISHED GRADE HEIGHT 7i STUCCO SIDE WALLS • e ;,x;- ` -� 1ERIFr"f ThO,rP,WR.I •ti� cts ( E ...... �l c_3 #a BARS 24'O.C.(BOTH[DIRECTIONS) , a �► NOTE,ALL SPLICES SHALL HE A MINIMU1A � i CF 40 X BAR DIAMETER CLEAN COMPACTED (2) BARS ----- � • FILO,. UNDER STAIRS 24'x 10"CONCRETE FOOTING PROJECT: 4 4TH 95 BARS-5'C.C. (THE LONG`NtlAY) .�� *```• �` INITH 95 EARS-24"C.C.(THE SHORT MAY) t „ _ 2" z �`z •\ BASEMENT SLAB HEIGHT M ` . ------------------- -- LOWER SLAB BASED ON , i< FINISH MATERIAL.._....__.. _.-_... .._,.__.... .. ti 0 U M A S e,_" i _..................__.....__._........—........,,._. ._.._................._.,......._...p RAIN TO DRYWELL R E S I D E N C E 1 r ..-- �—s° �� s° s° 3° � 3915 STILLWATER ROAD cam CUTCHOGUE, NEW YORK 11935 2OS . ` 1000-137.00-01Ow ENSURE A MI UI . . . 9-005,091 S IL BEARING CaPAC] I DRAWING TITLE: FOUNDATION DETAILS SET: ISSUED FOR: DATE: DROP FOOTING AS REQUIRED � SEAL: DATE: May 11 th, 2021 PROJECT NO: F N Ell, 2021-24 DCtf DRAWN EDT: �`'; , O 'P� CMA CHETCKED BY: 1 m AD SCALE: 1" = 1e-0p Ssto SHEET NUMBER: _ .I§ FOUNDATION WALL DETAIL EGRESS WELL I STAIR, __ A-402 r NUMBER: OF JAMES J DEERKOSKI,PE d DEERKOSKI + ARM DESIGN AND ENGINEERING DPG c Er�rtrg:, rr t 0 faEE13KIJSiCI..t. ARM [DESIGN AND ENGINEERING DPC ` ._.__.......... 16 LIaRARY AVE. SUITE C WESTHAMPTON BEACH NY 1 1478 ------- cp 1: ! 531^•767'$071 CARM®9890AC2 L.Ct7M ENGINEER OF RECORD: I i i Ei i is k _ 41—t}rr _ pit-0" " K -77 0' - 31-6" — E 7 � E R! G I.. N E E R i NtG ^....._ r..— .T. —�- ,i+Ut JU'U.GrsQ,nGCf,' 3f,;Yk iCC:S • cons0tina 1 ! JAMB=S J.DEERKOSKI P,E. I AVENUE,SUITE C, I I 1 ! 16 LIBRARYam sdeerkas @yahco.com 631-7 4-3553 NY 13976 rOWNER HIP& USE OF DOCUMENTS: -- These drawings and specifications including the ideas,design 4°x4'"x'`Bc!Ttivp .,._._.._. ._,._._ ,,._.._....._..._.,,,.,,... - 4'x"fix "Ecx,Tube _......,......__...,., ....._.,...,_ and arrangements represented therein,are thr*property of 1 I w � , . - - `" Deerkoski+Arm Design& Engineering,DPC. tx''12x12"xu"Base Ptstp l w'12°x12"x "Base Pi:�!e -�.-` � � 9 9 g' C> i No part thereof shall be copied,disclosed to others or used in I I a" 4'X X n"Tap Pf3ie 1 Its \J I — w a�� 'jnx °;'x 'TOyu Rate �l._ connection with any work or proJeCt 011ier than for which they III - —- have been prepared without written consent. X12"C. P"TEFOOfI,YG- -------- ---- 42"x4c"X16`COPdCRE,EFOOTING --- - -- - I I- FE 3 1 wit"(8)# EARS-Tac !Nit11;7,#i EARS•8"oc Drawings&specifications,as instrucments of professional — (BOT DIRECTIONS-TY°Pi _«__ service.are and shall remain the Property of the engineer. _ l (BO t H Oi SECT O dS TYP) SES 2'F OU'TOP 2"FROkl BOTTOl�1 HOLO?HARMLESS: i Deerkoski+Arm Design&Engineering,DPC,and there { Associated Engineer,arc-not overseeing the construction of this f t building. f! The use of these dra'rrings by any contractor,subcontractor, builder,tradesman or worker shall instigate a Hold Harmless }. j Agreement between the drawing user and Deerkoski+Arm Design& Engineering,DPC. The user shall in fact agree to hold Deerkoski+Anrr Design& Engineering DPC harmless for any responsibility in regard to the ti canstrr.ct:c�n means,rYtethads, techniques,sequences or �,,; 6,ca :.. ..... .. ........ 16i 48 ,rs.c°c; procedures, and for any safety precautions and programs in (BOT-I DIRECTIONS-TYP) {B�+Tu DIRE1-IDH' T'YPI connection with the work and further shrill hold Deerkoski+Arm Dr-)sign&Engineering DPC harmless for the costs and problems ari;ing from the negligence of the contractor,subcontractor, UMN HO)OTINC-3 �. I1� g� y g � TYIC L 16- K Ilk'"EEL LUMN 4 2ETAILL" 4 >� The scan or workman, / T Tlso�mpfles that Deerkoski+Arm Y" I 'AL .L ww Design&usc oEngineering DPCngs�shat take no responsibility for the 1=. . .._._. _,.. ___w,_,._._................ ......... ...._,,.. W_ _ ".. :_.........................w. . . ......,.... ... w.. ......... , .._.._._._,.. ,,.._,...m.,m., ..... Plan users failure to carry out the work In accordance with the 1 _^ drawing contract documents or any And all applicable building codes and manufacturer's specifications. 3r-nr! _�� WORK NOTES: 0 BUILDING SHELL INSULATION: I{ CEILING-FLAT: NA 2f-6'f F """° SEALED ATTIC: R»38 CLOSED CELL fNSUt.ATION(ASSEMBLY) CEILING•VAULTED 1 NOT ROOF: R-38 CLOSED CELL INSULATION EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R•15 BATT _„. ., EXPOSED FLOOR: R•38 2”CLOSED CELL INSULATION+R•19 BATT --� ( FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILING$SHALL BE INSULATED WiTH ROXUL 4"x4"x 3'8'Box Tine — w - -- - - -- 4'1Wx 3!B"Bur Tube-- ~~ ~~- - SOUND DEADENING INSULATION. w,,'12"x12"x 112"Base Plate __ p ( I w'12"x12"x 1,12"Base Plate I �� I I REFER TO HOME ENERGY RATING GERT}F}CATE FOR ADDITIONAL REQUIREMENTS and!�"Y. ,;x 313"Tap Plate and 5'!"x5!"x 3'8°Tnp Plate _ 3G'x 30"X 12"CONCRETE FOOTING __.____ l - - 36°x 35"X 12°CONCRETE FOOTING - 1 illi'"(5)95 BARS-T oc ' ® �? with(6)#5 BARS-V oc (BOTNOIP,ECTIONS-TYP) N ( (BOTH DIRECTIONS-TYP) r - u �-"--'. (6)"5 bars-6"ac (BOTH DIRECTIONS-T'I'P) (BOTHI3iRECT{O"dS-TYP) TYPICAL STEELCu" LUM " ' FOOTINGO' DETAIL � �' 0" � '° _ TYPIC LSTEEL COLUMN FOOTINGDETAIL ,,� " '' 'I " ( ) x " � ANCHOR Rory �. ..... ...._,�,......",.,¢... Sao 3t4 x 1'�7"(9"EMBED) _ 21-011 ____ — i r EPaxY ANCHt3Ft - X' 2 114 , -- - ---- --- i art �, 4"x4 x3ZBoxT€b � ti � _ � �� " `' r_. � _ � +/-SHIM SPACE '€ � 114 � 1 _ �1 ROA 9"DE W. ' ; x•— �� i rc tt ft I].JJ"f dl 1L'NCHOR �. EMBED) —` u'12"x12"x1.r'2"Base Plate _ �,? _ _, 1..�- FI-1/2 X12 X12 )) a x 1 �,« , " p _ 5.•._._w ,.,.._ 1/4� EPDXY ANCHOR end,>; x5.-,x 3 B Ta P:a'e +I-SHIM SPACE. n " 24'x 24'X 120 CONCRETE FO RNID J FL112 xs X11 '- + , w-- ct1 v it" (4)#5 BARS•6 or, BOTH DIRECTIONS-TYP' (([ � � � _d._.,_._,,,.,_,..„�, "._._ :-y ,__.____....___n.-cv� s•: - f �' ° ...;� i �,__._ ..,,_,,._,..,,""_"_�_ PROJECT• 6 .,........... � � � .._____ � ' _ _ - , 2 114 ,"•_ .. 5 3(4-r,� now 'AlftL U M A S (4)95 bars-6'oc (BOT H;,IRECTIONS-TYP) RES I DhEN CE TYPICAL BASE PLATE TCJ FC C TING TYPICAL BASE PLATE AT FC UNDATIC N 1/VALL 3915 STILLWATER ROAD -_ TYPICAL STEELCOLUMN FOOTINGDLETAIL - 24"x24"x12 1. �P� BPS CU 1000-137.00-0 00-005.001935 DRAWING TITLE: (2}ANCHOR ROD --; FOUNDATION DETAILS ROOD 314 X T-0"(9"EMBED) 2 t/? 112 EPDXYANCHOR r( _.._6._... ._ ._ _C',".".,_ _ _j_. i X >1/4 E f +i.SHIM SPACE, ! �'I € I I € FL12/"X1O x 0' 143 SET;. ISSUED FtJFt: DATE: j p r " _ },".... .........._"_."_.......,.t,.., t 4 T, ..,,,. ;..•,a._....,....._.._... ss.....,"_.........._4.. } ryr Com' -. i 4 ; Cr)+ (4)112 X 3 LAG BOLT ' t i i X I i S ✓5 I ' _ �.1 . •. E� 3 i 1 112 r) 7 112.... i 2 112 t x ( 12"x 6'x 1/2"Steel Bearing Top plate welded to top of column and bolted to bottom of Wood Beam BP3 TYPICAL CORNER BASE PLATE AT FOUNDATION WALL (::)5FQIION - TYPICAL QULU-M- TC,� WC�COQ C{�NN. SEAL: DATE: May 11 th, 2021 _ PROJECT NO: OF NES, 2021-24 S J DEEB, �O DRAWN BY: 40�'A� CMA r- tr CHECKED BY: m JJa � cu ZU1 _ SCALE: I 1n µ � V S IU P SHEET NUMBER: ,A-403 FT \) DOB NUMBER: OF TYPHI L STEEL COLUMN TOP & BOTTOM FLAT. DETAILS JAMES J DEERKOSKI,PE @C DEERK0 K1 •t• ARM DESIGN AND ENGINEERING DPC E:rve7 4 Ma(-r`€4:3 ria G €D R DEERKOSKI -F ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C wE15THAMPTON BEACH NY 1 19713 1937.767^6071 CARMB909@A0L-COM ENGINEER OF RECORD: , r "', _1S K I E N G I N E E R I N G 51xUE:PU+C1,Glry<,�rlfjC+'I iC'7 SCf•.ItrPS • Consulkt l JAMES J.DF=ERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 jamesdeerkoskir%lyahoo Com 631-774.7355 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design& Engineering DPC. No part thereof shall be copied,disclosed to others or used in Connection with any work or project other than for which they have been prepared without wriffen consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Ps operty of the engineer. HOLD HARMLESS: Deerkoski+Arm Design& Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subrcntractor, „!��4"IPE DECKING builder,tradesman or worker shall instigate a Hold Harmless t.. - Agreement between the drawing user and Dertrkoski+Arm Design& Engineering,DPC. f SLEEPERS The user shall in fact agree to hold Deer1'osM+Arm Design& 2x A.C.Q. r - Engineering DPC harmless far any responsibility in regard to the i construction means, methods,techniques.s<. a€;e Hca,or procedures.and for any safety precautictis and programs in t { 'n P D " I 1r"ti 1 r LDX PLYOOL "`" CDX PL4 r � connection with the work and further shall hold Dcr,koski+Arm I Design&Engineering DPC harmless for the.ccs(.and problerrm:s arising from the negligence of the contractor,subcontractor, ;' ,w ............. .. 3!4"CDX PLYV1100D _, _ _ 3.!4'CDX PLrA'OOD tradesman or workman. ( The use of these drawings also implies that Deerkoski+Arm Design&Engineering DPG,shall take no responsibility for the ` 1C2"HPGH DENSITY INSULATION PITCH OAr�D'�"11`JAPf�R BARRIER t� ' 112"HIGH DENSITY INSULATION PITCH BOARD W/VAPOR BARRIER plan user's failure to carry out the worl�in accordance with the r's specifications. —� (+.._�� I FEENEY CABLE RAILING / � � 1,_ " drawing contract documents or any and all applicable building codes and manufacture 1 ROOF ASSEMBLY,TYP.U,O.N, 0 I t FULLY ADHERED E,P.D, .ROOFING SYSTEM U`d!ANCHOR BARS @ � � � �— FULLY ADHERED E.P.D,M.ROOFING SYSTEM VVI ANCHOR BARS @ ARCHITECTURAL GRADE ROOF SHINGLES �— � �- � WORK NOTES: ( 314 CDX PLYWOOD SHEATHING I i ` PERIMETER AS REQ`D PERIMETER AS REQ'D BUILDING SHELL INSULATION: I�I � 2x10 RAFTERS�16"O.C. i----- "'- 111 9"CLOSED CELL HD SPRAY FOAt,,1 INSULATION CEILING-FLAT: NA O P f � SEALED ATTIC; R-38 CLOSED CELL INSULATION(ASSEMBLY} v i i J CEILING-VAULTED f HOT ROOF: R-38 CLOSED CELL INSULATION EXTERIOR WALLS: R-27 2"CLOSED CELL INSULATION+R•15 BATT O 0 [ ! ; .-,--~'"-� EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT FOUNDATION WALLS: NA r ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SOUND DEADENING INSULATION. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 6"HALF-ROUND LEAD- V-0-1/8" �- P j c _ } COATED COPPER GUTTERS W13LEADERS 11-0"tO" „ 2x.6 C 16 O.C,SET @ 10'-1 118" 5f4"x 3112"FASCIA 514"x 7112"FASCIA 514"x 7112"FASCIA 1f2"PLYWOOD SHEATHING 514"x 4"FRIEZE:BOARD A 3/4'V-GROOVE SOFFIT --- " m�,�-�-_ --3-112"x 9-112"LVL HEADER 514"x SKIRT BOARD 1 GIRDER (WOLMANIZED) 514"x 4"FRIEZE BOARD 5/4'x 3"FRIEZE BOARD PACKING s .«r EXTERIOR WALL ASSOABL TYP.U•O•N, r 18"CEDAR SHINGLES @ 5112"EXPOSURE AIR INFILTRATION BARRIER r 518"CDX PLYWOOD SHEATHING 2x6 C 16"O,C. 2"CLOSED CELL HD SPRAY FOAM INSULATION R-15 BATT INSULATION 518"G,W.B,W/VAPOR BARRIER I P i PROJECT: 0 U M A S RESIDENCE 3915 STILLWATER ROAD CUTCHOGUE, NEW YORK 11935 1000.137.00-01.00-005,001 DRAWING TITLE. I ST FLOOR ROOF DETAILS SET: ISSUED FOR: DATE: f , COVERED PORCH DETAIL , BREEZEWAY ROOF DETAILS FRONT PORCH RC3C)F DETAILS 12 SEAL: DATE: May 11th, 2021 PROJECT NO: ��c v N �'l-, 2021-24 DRAWN BY: �. k CMA Ci `ll.tea. � J w CHECKED BY: rn = AD 2 :L ih 072- 0-- lr,�V SCALE: ARO 10NI" = V-0" SHEET NUMBER: A-404 DOB NUMBER: OF JAMES J DEERKOSKI,PE DEERKOSKI + ARM DESIGN ANO ENGINEERING DPC ......... -.... - __-.__. ,_. .......... ...... DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LISPARY AVE. SUITE C WESTHAMPTON @EACH€ NY 1197S 631-767-6071 CARM8888ttADL,00M ENGINEER OF RECORD: _s K I ENGINEERING St'wtC?.J+CTI(;n,jnoor;r±c3 scry:- s a consulliip JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C.WESTHAMPTON BEACH,NY 11978 jamesdr+erkoski@,yahoo com 631-774-7355 U)NNERSHiP&USE OF DOCUMIENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+Arm Design& Enginepring,DPC. No part thereof shall be copied,disclosed to Others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service,are and shall remain the Property of the engineer. HOLD HARtviLESS: Deerkoski+A.rn1 Design& Enuineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these dr2;vings by any contractor,subcontractor, builder.tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Ueerkaski+Arm Design& FngiriPer,nry,DPC The user shall in fac.,agree to hold ocerkoski+Arm Design& Engineering DPC harmiess for any responsibility in rep,rd to the construcli,cri rnpans, rnethods, tPchnique,,sequences or procedures. and for;1rry precautions and programs in connection,with the worik and fur Ther shall hold Deerkoski+Arm Dr,si Jn&Engincering DPC harmless for the costs and problems 1+_G+ ,.......y arising frons the negligr_nce of the contractor,su')contractor, I tradesman or workman. ___.._..._..._.,_. The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the o drawing contract documents or any and all applicable building i- codes and manufacturer's specifications. ROOF ASSEMBLY,TYR U.O.N. ROOF ASSEMBLY,TYP.U.O.N. ARCHITECTURAL GRADE ROOF SHINGLES ARCHITECTURAL GRADE ROOF SHINGLES -- WORK NOTES: 314"CDX PLYWOOD SHEATHING 314"CDX PLYWOOD SHEATHING , BUILDING sHELLINSULATION: 2x10 RAFTERS @ 16"O,C. 2x10 RAFTERS @16`"O.C. ., 9"CLOSED CELL HD SPRAY FOAM INSULATION — ,� 9"CLOSED CELL HD SPRAY FOAM INSULATION - CEILING•FLAT: NA SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) yr CEILING-VAULTED IHOT ROOF. R-38 CLOSED CELL INSULATION EXTERIOR WALLS: R•27 2"CLOSED CELL INSULATION+R 15 BATT EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT v 5 FOUNDATION WALLS: NA ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL $ I ;t SOUND DEADENING,INSULATION. I � '" .�--�-~� 1'_Grf REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 6°'HALF-ROUND LEAD- 6"HALF-RREQUIREMENTSCOATED COPPER GUTTERS --' COATED COPPER GUTTERS W13" LEADERS -'----------- �,.----�'r ', W/3" LEADERS a . s' _ 1'-Q„ ROOF ASSEMBLY,TYP,U,O.N, x I - "�' _ ___..n.......-.._.w____.._-... . .m......_._....__.__._.-_. ROOF ASSEIt1BLY,TYPU.O.Nmm _ _— __-- ARCHITECTURAL GRADE ROOF SHINGLES ARCHITECTURAL GRADE ROOF SHINGLES 314 CDX PLYWOOD SHEATHING - -,"may _.._...... 3`4"CDX PLYWOOD SHEATHING 1 2x10 RAFTERS�16' O.C. _....... 2x10 RAFTERS 16"O.C. - Jr TJI 560 X t4 16"O.C. @ 9"CLOSED CELL HD SPRAY FOAM INSULATION ., 'I TJI 230 X 9-112 @ 16"O.C, j 9"CLOSED CELL HD SPRAY FOAM INSULATION ti 514"x 31/2"FASCIA 5/4'x 3112"FASCIA # ' 514"x 7112"FASCIA --� ,: 514"x 7112"FASCIA ,��:-;~✓_,... . 112"PLYWOOD SHEATHING _ i 112"PLYWOOD SHEATHING 314"V GROOVE SOFFIT ` 3/4"V-GROOVE SOFFIT -05/g„ 5/4"x 4"FRIEZE BOARD 514"x 4"FRIEZE BOARD i " 50„ € s //f Y p 6"HALF-ROUND LEAD- ' 11Yq - 1 5 „ n 6 HALF-ROUND LEAD- 1 `Q'<g � € C i t 5/4"x 4"WINDOWCASING -- ---'� 514"x 4"WINDOW CASING - - -- _+ COATED COPPER GUTTERS COATED COPPER GUTTERS i " } .�' �' W13" LEADERS — 1"-0" � W13' LEADERS O I s , 4 ` 514"x 31/2"FASCIA _..__.-_.__' _ r 514'x 3112"FASCIA ! e�514"x 7112"FASCIA 5/4'x 7112"FASCIA 112"PLYWOOD SHEATHING 112"PLYWOOD SHEATHIN3 ------ 3/4"V-GROOVE ---314"V-GROOVE SOFFIT --------------- r 314"WGROOVE SOFFIT ------ i 514"x 4"FRIEZE BOARD 5/4'x 4"FRIEZE BOARD ---- — 514"x 3"FRIEZE BOARD PACKING r 5!4"x 4"WINDOW CASING ------'" z EXTERIOR WALL ASSEMBLY,TYP.U.C.N. r 1Q"CEDAR SHINGLES @ 5112"EXPOSURE co co AIR INFILTRATION BARRIER 51B"CDX PLYWOOD SHEATHING 2x6 @ 16"O,C, 2"CLOSED CELL HD SPRAY FOAM INSULATION PROJECT: I R-15 BATT INSULATION I 51B"G,W,B.WIVAPOR BARRIER --- --y - �- } I ` 0 U M AS I RESIDENCE I 3915 STILLWATER ROAD CUTCHOGUE, NEW YORK 11935 I 1000-137.00-01,00-005.001 DRAWING TITLE: 1ST FLOOR ROOF DETAILS 2ND FLOOR ROOF DETAILS I SET: ISSUED FOR: DATE: i MAIN GABLE 1' REAR SHED ROOF DETAILS FRONT GABLE ROOF DETAILS MAIN GABLE ROOF DETAILS - BEDROOM 2 REVERSE GABLE DETAILS 6 SEAL: DATE: May 11th, 2021 PROJECT NO: OF Nell, 2021-24 �� vs DEf �p DRAWN BY: o �� CMA '+ CHECKED BY: n f sr w AD CoA' SCALE: n'.. SI XA SHEET NUMBER: A-405 DOB NUMBER: JAMES J DEERKOSKI,PE ® DEERKOSKI + ARM DESIGN AND ENGINEER€NG3 DPG ir)r.S11731'1 Ai E:Nr,tt» VF—,PIt+:C, D F' DE:E:RKOSK1 -FARM DESIGN AND ENGINEERING DPG 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 1 1976 631-767-6071 CARMSB9B0qA0L.CDM ENGINEER OF RECORD: t ENGINEERIING siruci cru en rse r ng s€ruices s conso'Nng CONTINUOUS LEAD COATED COPPER PAN FLAS4ING JAMES J.DEERKOSKI P.E, _r :OTE:EXTEND MEkf12RANE UP TO DOOR QPETNG(UNDERN"EATH PAN FLASH'`.a1 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 lam— J jamnsdeerkpski@_yahoo,cnm 631-774-7355 IPE CMIRGSITE DECKING&FASTENNG SYSTEt,1 OWNERSHIP&USE OF DOCUMENTS: ' 2XA,C.Q SLEEPERS 4 € FEENEY CABLE RAIL IND F--__-._________ These drawings and specifications including the ideas,design t 34`CCXPLYt1°COD and arrangements represented therein,are the property of i Deerkoski+Arm Design&Engineering,DPC, ' - 3^4"COX P;Y,;rOOD No part thereof shall be copied,disclosed to others or used in r t i i connection with any Work or project other than for Which they _._..__-------__-. I,'2"HIGH 0ENS7Y INSULA70N'PITCH P RD11API R BA7R!ER have been prepared without written consent. i _.....__-- FULLY ADHEREDE.P.D.h1 RCOFiNGSYSTEM k1IP,CHORcARS PER',`ETEPASREOG Drawings&specifications,as instrucmentsof professional E � service,are and shall remain the Property of the engineer. ROOF PITCH SHALL FORM 1 3 i HOLD HARMLE SS: A NIP AND PITCH IN 3 DIRECTIONS I i t l I LTOWARDS THE: PERIMETER EDGE d E _ h constriction #this Deerkoski+Arm Design�Engineering.DPS and thea i t f i 15 r Associate Engineer,are not oversee•ng the cores ruc ion o is ' I`""" • t , Theuseus cthose drawings f thdrl^ s b contractor,subcontractor, � i F,... ........... LEAD COs.i rD COPPED.I,RI, EDGE&FLASHNG � D y any� { builder,tradesman or worker shall inst;§-ate a Hold Harmless i . Agreement between the drawing user and Deerkoski+Arm (VERIFY DECKING DETAIL FOR ESTHEC NAUTICAL DECKING) Design 8 Engineering.DPC. fY ( I The user shall In fact agree to hold Deerkoski+Arm Design& — I _ Engineering UPC harmless for any responsibility in regard to the Inst , .. means, methods.techniques,sequences c}r --" -- pracPdures�and for any safety precautions and programs in - - -- # connection with the work and further shall hold Deerkoski+Arm Design�€ Englneering DPC harmless#or the costs anti f3roblcrns i r arising from the negligence of the contractor,subcontractor, W1 230 x 9 112 @ 16"O.C. 1-3/4"x 1-112" LVL HOUSE BEAM (BOLTED) Thetradesmaneof theor se drawn. The use of theso drawings also implies that Deerkoski+Arm Design& Engineering DPG,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building cedes and manufacturer's specifications. i 3-1/2" x '14" LVL WOLMANIZED HEADER 1172"PLYWOCDSr_ATHItiG ► 814"V•GRODVE CE'LING(VER;FY T.`IATERIA€; WORK NOTES: BUILDING SHELL INSULATION: CEILING-FLAT: NA SEALED ATTIC: R-38 CLOSED CELL INSULATION(ASSEMBLY) CEILING-VAULTED t NOT ROOF: R-38 CLOSED CELL INSULATION EXTERIORWALLS: R•27 2"CLOSED CELL tNSULA +R-15 BATT EXPOSED FLOOR: R-38 2"CLOSED CELL INSULATION+R-19 BATT FOUNDATION WALLS: NA EXTERIGR "-ALL ASSEMBLY,TYP.LI.D.N.: _ _ ALL INTERIOR WALLS AND CEILINGS SHALL BE INSULATED WITH ROXUL SIDING RE.ELEVATIONS _„ SOUND DEADENING INSULATION. -AIR INFILTRATION BARRIER REFERTO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 5'8"CUX SHEATHINIG -2x'A'ALL STUDS C 16"O.C, (2)2X SOLE PLATE,TYP.ev FIRST FLOOR 2"CLOSED CELL SPRAY INSULATION& R-15 BATT INSULATION,M. 1-314'X 14"LVL BOY,BEAM,TYP. 1?2"PLWv1OOD SHEATHING(OPTIONAL) (� -5'6"PTD.GYP.w/VAPOR BARRIER FINISH FLOOR&SUBSTRATE r RE:FLOOR FINS H PLAN (1)2X6 PRESSURE TREATED ACO SILL PLATE PITON STONE FINISH A'ArrAY FROM HOUSE, 7ERtrl7E SN'.LD ON FIBERGLASS 314"CDX T&G PLYWOOD SUBFLOOR,TYR l 1i8"11° b"MIN,TYP.U.O N. SILL SEALER,TYP, TH't':BRIC't VENEER - --, ( - CONTINUOUS FLASHING ---- - �` REFER TO INSULATION SCHEDULE y 2"T#{ICK STONE FI`'dfSH "d! SE I Ih G BED - NOTE:EXTEND FLASHING BE LOIN SLAB A;SHOWN .�o- A ��l• � 1t`�`4 �' (`tet iM, f ,i „I6 t 1 ) t . .. a j : 112" EVAN'SION JOINT BET'S"€rEEN POURED . *, , +►. CONCRETE FLOOR SLAB&AL.LWALLS,TYP. (2)2X6 PRESSURE TREATED ACQ 511.1 RATES r ++- a ----•--�"`r_^' ••• �,-.-.,'"'""� ( P I "i4 t2)i5 BA,S r TER),. SHIELD ON FIBERGLASS � � t SILL SEAI,.ER,TYP, � I ��..�� _..s �.. 5rS"PTD,GYP,Bu.,TYP.tI,O.N. SREINF R I.w .ODS ? I I �`. TJI SEO X 14 t IT O.C. O ,, I � (2,.S�A�,, I I ,., _ -_' I � � `'�-.� RE.STRUC I URAL PLAN � (2)2X TOP PLATE,TY'P, I 12"FRCI1 EACH CORNER � 417+'IT?i 3 a 3 x 34 METALdASH:I? 5t6"PTD.GYP,BO.,TYP.U.O.N. (1VERIFt'&TF WSD�A'E T ER I i LU } i I e's I o I o CELLAR , Q (2)#5 BARS _,_ ,. - "C"i E ✓. ¢ � v o , Eli g "' PROJECT: 24"x IT CONCRETE FOOTING � GRACE 4'ATERPROOFING SYS T EU .� WITH#5 BARS 6"fl C. (TH } 1l}" 2X BLOCKING,TYP. ALLWALLS ' ELONGWA, o ' R3�yJ1 OWR' WITH#5 BARS-24"Q,C. (THE SHORT r,AY) `` a t > SBAFS�24" . BOTH DIRECTIONS) 22 5 �2 NOTE:kLL SPLICES SPALL BEA MINII,IU'r! OF 46 X BAR DIAMETER I u 2"CLOSED-CELL SPRAY FOAM INSULATION,TYP.C {€ ALL INTERIOR FOUNDATION WALLS Ro" E S I D E N C E B"—.. _ 6"_- 3° ROXUL SOUND DEADENING INSULATION,TYP 3915 STI LLWATER ROAD All 1rJTERIORWALLS I CUTCHOGUE, NEW YORK 11935 NOTE.ENSURE A MINIMUM OF 240#PSI I SOIL BEARING CAPACITY ^O 1f2" EXPANSION JOINT BETYtrEENPOURED 1000.137.4fl-Q1.dd•OQS,Q{�1 CONCRETE FLOOR SLAB&ALL WALLS,TYP. I (2)2X SOLE PLATE,TYP, CELLAR DRAWING TITLE: i C,I,P.CONC.SLAB STEP FOOTING AS REOU'RED (2)#6 BARS r RE:FOUNDATION PLAN! COVERED PORCH DETAILS 24"x 14"C(�J CRETE FOOTING 1'-2' WITH#5 BARS.6'0,C,FHE LONG V"rAY) E WITH#5 BAPS-24"0,G. (THESHORTWAY) " I I N ,I i ♦ SET: ISSUED FOR: DATE: 1 � NOTE:ENSURE A MINIIAUo1 OR 2000 SI SOIL BEARING CAPACITY I — 2-C* SEAL: DATE: May 11 th, 2021 PROJECT NO: F NS 2021-24 DEE,y off DRAWN�Y: SMA S R ./ C CHECKED BY: ,JJD lZN •�„> - ? SCALE: 7 CoA' '07 50 �� 1" 1'-On �OFES 10 SHEET-NUMBER: A-406 JAMES J DEERK©SKI,PE DOB NLfMBER: OF @ DEERKOSKI + ARM DESIGN AND ENGINEERING DPG Am mANFr ; r:I r-U 9`4X" 12'-2"VERIFY DEERKOSKI + ASM '-g" '-OY" 15'-9" 19"-9" — '-2" 7'-11 " DESIGN AND ENGINEERING DPC Frame Size Frame Size „,.,,..,,,,.,,__.W.,._,.,,,,..N.,,,,.,,,,,,_ _..„,..W.,.,...,,,,,,,,..,.,.,._. _.,,,..,,.W.... .,,., ..W,.,,,,.....,.,___,w. 16 Li8PARY AVE, SUITE C WESTHAMPTO N BEACH NY 1 1978 631-76'7-60.71 CARMBE189nA0L.CDM ENGINEER OF RECORDI D E E-R,,KO '' i E N G I N E E R I N G I . o ;`_ 7-11 1/2 c7 7-11 112 s o ` P 1 t I 51Ts.FG'+ (Tirrtfa ii`U eRCt $e+l;iCCS • c:UnS UC i,".7 JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 19978 jamesdaerkoskl-pynhoc com 631-774-7355 OWNERS!-IIF&USE OF DOCUMENTS* These drawings and specifications including the ideas,design , and arrangements represented therein,are the property of Deerkoski+Arm Design&Engineering.DPC, No part thereof shall be copied,disclosed to others or used in connection with any wort:or project other than for which they have been prepared without writter consent. 101EX 102Ex 103EX 104E 105Ex 106Ex Drawings&specifications,as snstrucrnentsof professional service.are and shall remaii the Property of the engineer. WORK NOTES: BUILDING SHELL INSULATION: CEILING-FLAT: R-50 CLOSED CELL INSULATION CEILING-VAULTED 1 NOT ROOF: R-50 CLOSED CELL INSULA T iCIN EXTERIOR WALLS: R-29 2"CLOSED CELL INSULATION+ R-15 SAT EXPOSED FLOOR: 3'-Oyl 6” —2'.8'" 1 1-9" R-30 2"CLOSED DELL{t:SULATION+R-13 BATT Frame Size 2'-111 16" 2'-11116'" 2"-7Yz" 1"-g 2'P (RECOMMEPJD 2"CLOSED CELL+R-30 INSULATION) REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS ---------- 4 {vY1 T 9IR b0F9RPWgtp lnmrt®A99R .0'RlRnnmM ®mmmR� �!! t4®F @ A ID� it'�li¢ R "mom @ Fpt l e 1 t®R M A 'mrtvrtnmm �-a s�Y am1�rt®! Am®mnm¢ � A IIPPIRRPNlIIR IPN41PTR14 New p fi"I�I� Mnmf®mm fmRe� W lRRrtInvlReR R9AIIP� MSTmAnnR lFim�q 1"he�mm A 11ml1egmlmR ]gym.' lmemm2P� 1 ®� lid "b"Ielfpevs CN1.25 ..," Y.. 141 103 104 104 144 102 88 111 112 tempered tempered tempered tempered 8 148 113 114 115 116 S 118 819 120 1,121 tempered 12'-2"VERIFY Frame Size '-2" 7'-1114"— .� C� PROJECT: U M A S w RESIDE N C E 241�x 3915 STILLWATER ROAD CUTCHOGUE, NEW YORK 11935 1000-137.00-01.00-005,001 DRAWING TITLE: DOOR & WINDOW SCHEDULE �rj� 7J ry t� {'� ry �1 SET: ISSUED FOR: DATE: �'—b�" -2'-1 115f 6� 2'-0Y" Frame Size -2'-'l11f6 O a ri� 4�T tF-T. - xg ) e_ � r e- Q P SEAL: DATE: May 11th, 2021 PROJECT NO: 2021-24 �U� NEIN Y DRAWN BY: DEC-"q�O�� CMA 201 202 203 205 246 204 207 216 888 217 218 219 221 F t o x:p_s� CHECKED BY: 2 SCALE: 1/4" 1'-0" SHEET NUMBER: S �� F 211 212 213 214 215 A-501 DOES NUMBER: OF JAMES J DEERKOSKI,PE DEERKOSKI -i- ARM DESIGN AND ENGINEERING DPC rb N1 6 A,,^ 1EN 1�3�N DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 16 LIFiRARY AVE, SUITE C wESt`HRMP70N 9EACF-t l•IV 1 19?6 .., 631-767-6071 CAPMSSBS@AOL,COM Frame Size W(VARIM 1141, hEA0 I POCKET DOOR PLAN DETAILS -R K 0:5 X [ 444 i E ' , F ENGINEER i I I N G a , * s a w,limM_.. ..w, �.- ;s .... _ ,. p 1 �t 51r r�t�xc� nr c'cr.s ;f,r4'ices • conswing it, i 4 JAMES J.DEERKOSKI P.E. i I 16 LIBRARY AVENUE,SUITE C,WESTHAR+1PTt)N BEACH,NY 19975 iamesdeerkoski@yahoo com 631-774-7365 OWNERSHIP 8 USE OF DOCUMENTS: j7 111j I i These drawings and specifications inc{uding the ideas,design and arrangements represented therein,are the p;roperFyof 1-3/4• IrI ft2' peerkoski +Arm Design&Engineering,DDC. TYPICAL DOOR,�t"r11 D�}It 4 CASEDOPENING I i IT - . }, . ?`` No girt thereof shall be copied,disclosed to others or Used in connection with any work or project other than for which they have been prepared without written oonse nt. Drawings&specifications,as instrucments of professional service,are and shall rima+'}the Property of the engineer. WORK NOTES: BUILDING SHELL INSULATION: CEILING-FLAT: R-50 CLOSED CELL INSULATION Frame Size r CEILING-VAULTED` I HOT ROOF: R-50 CLOSED CELL INSULATION , POCKET DOOR PLAN DETAILS ; EXTERiORVVALLS: R-29 2"CLOSED CELL INSULATION+R-15 BATT � �`� EXPOSED FLOOD: R-30 2"CLOSED CELL INSULATION+ft-13 BATT (RECOMMEND 2"CLOSED CELL+R-30 INSULATION) REFER TO HOME ENERGY RATING GERTIFICAT FOR ADDITIONAL REQUIREMENTS - "-� €�E^X'%'J*t'b;�:^r`r�«= S:,I;^."IraF�"`Jrl^Cr:,`R !a'7��^C�'v�i; ;N'E�b7?:;v^p•�y p,.t.;�,x,. ��.�,.,� .,� SECOND FLOOR TYPICAL DOOR,WIN OVV&CASED OPENING HEIGHTS-U,O,N, Y"7 7' -9 3/4" T - 3"W x 8'-0" 8' -0"ABOVE SLAB - SEE COMMENTS INTERIOR DOOR SCHEDULE � PANEL MARK LOCATION _ WNG JAMBT JAMBB WIDTH (VERIFY RE. NOTES) PANEL WIDTH HEIGHT ROUGHH OPENING SI B.O. HEADER ! ROUGH OPENING ABOVE SUBFLOOR EE COMMENTS -_-----___ ____- _.___-----------_--_-_---- - -----. . .NDING SI 101 FOYER - POWDER ROOM R ;514 6 3/4"'(5 1/2" FRAMING + 518"GYP, BD. a@ EACH SIDE 2' -6"' l7" - 9 3/4" � - - 8' -0".ABOVE SUBFLOOR 1_ ---__.___---_---_-.------_ _ _ _ _ _ n _--.. -........_____...__..._.._-...__.--_----------------------___-_--__-__-_____-_______-__________._...._.__...r________-_ ___-______.____-__-_______-__-___._..____.__.- __ ___-.__-_ -----___-_ _._.__ - -__ __---_.__.__ _.._.----__-- _ . _ .. ______-- ___-__--.__-- ___ ____ __ __ _______......................___.___..__.--.-.____--_----__ ---------____- 102 FOYER-CLOSET IR 15/4 }6 3/4" (5 1/2" FRAMING + 5/8`"GYP. BD. a@ EACH SIDE 2' - 6" 7' -9 314" -. --. 'm3"ABOVE SUBFLOOR 1- ..__._._..,,,.,_.........._.. ._,._. 103 MUDROOM - PANTRY IL 15/4 I4 3/4" (3 1/2"" FRAMING + 5/8`"GYP. BD. a@ EACH SIDE 2` -6" 17' -9 3/4" 18'3"ABOVE SUBFLOOR 1 104 JMUDROOM -POOL BATHROOM IR 15/4 €4 314`" (3 1/2" FRAMING + 5/8" GYP, BD. a EACH SIDE 2' - 6" 7' -9 3/4" 18' -0"ABOVE SUBFLOOR 1 105 1MUDROOM - LAUNDRY IR ;514 114 314" (3 1/2" FRAMING + 5/8" GYP. BD, @ EACH SIDE 2' -8" IT -9 3/4" 8' -0"ABOVE SUBFLOOR 1 106 FOYER -BASEMENT STAIRS 11 15/4 14 3/4" (3 1/2" FRAMING + 5/8" GYP. BD. a@ EACH SIDE-^^ -�� 2' -4" 7' -9 3/4" 8 -3"ABOVE SUBFLOOR 1 � 107 HALLWAY- MASTER " G A BEDROOM 'L a/4 6 3/4"' 5 1/2" FRAMING + 5/8YP. BD. EACH SIDE 2' -8" €7" -9 3/4" 8' -3" ABOVE SUBFLOOR 1 - _.. _ _ ._ __ 4 __- _ _ _ _ u _ -...; _-- --- _..__ -_- 108 MASTER BEDROOM - MASTER BATHROOM !R _ _15/4_ 16 3/4" (5 1/_2"_FRAMING + 5/8" GYP. BD. a@ EACH SIDE 2' -6" €7" - 9 3i4"' - i8' -O"ABOVE SUBFLOOR 1 109 � MASTER BEDROOM -WALK IN CLOSET L - `-5%4 .6 3/4" (5..1/2," FRAMING + 5/8" GYP. BD, @EACH SIDE �-�----�_-�- 21 -6`�-----�--------17'---9--3/4'�------------� -------�--- —�--- 8' -0""ABOVE SUBFLOOR 1 - ------- ` - - - -- - ---------__�� - - __ -_----------- -- - - -- --------------- ------ ------ - --------- ---------. .,_d...,_,,...,.---.._m.,�_._ _.._„n..,.,.......,.._....,,,._.�_,_,m.. r" " " 1 4F � R 4- i I + - OR 1 IF 201 HALLWAY- LAUNDRY R 514 6 3/4 (5.1/2 FRAMING 5/8 GYP. BD, tax EACH SIDE) 2 8 16 - 8 3/4 � }6 11 ABOVE _ IVER Y) _-- --_- 202 HALLWAY-GUEST BEDROOM 3 _-_rt5/4 ---- 6 3/4" (5 1/2" FRAMING + 5/8" GYP, BD. @ EACH SIDE) 2' - 8" `6'- 8 3/4`" '6' -11"ABOVE SUBFLOOR 1 IVERIFY) 203 GUEST BEDROOM 3 - BATHROOM R I5/4 14 3/4`" (�3 1/2" FRAMING + 5/8" GYP. BD. t@ EACH SIDE.__ 2' - 6'" 16' - 8 3/4" 16' -1_1'"ABOVE SUBFLOOR 1 (VERIFY)__ 204 GUEST BEDROOM 3 -CLOSET R `5/4 4 3/4" (3 1/2" FRAMING + 5/8'" GYP, BD. @ EACH SIDE 2` - 6" 6'- 8 3/4"' _ � ._ _. _._ 16' -11'"ABOVE SUBFLOOR 1 IVERIFY) 1 _ 205 HALLWAY - LINEN CLOSET !DOUBLE �4 4 3/4" (3 1/2"' FRAMING + 5/8" GYP. BD. tx EACH SIDE _-- 4 0" (2 @ 2`) 6' - 8 31416' -11�ABOVE SUBFLOOR 1 IVERIFY)«n�_-_,-�� 206 HALLWAY-GUEST BEDROOM 2 L-m 5/4 i6 3/4" (5 112" FRAMING + 518" GYP. BD, a@ EACH SIDE) 2' - 8" 16' - 8 3/4" 6' -11"ABOVE SUBFLOOR 1 IVERIFY) 207 GUEST BEDROOM 2 -CLOSET }R 5/44 3/4" (3 112" FRAMING + 5/8" GYP, BD. cx EACH SIDE 2' -6" 16' - 8 3/4" 6 -11"ABOVE SUBFLOOR 1 (VERIFY) 208 GUEST BEDROOM 2-BATHROOM L I5/4 4 3!4" 3 112" FRAMING + 5/8" GYP. BD. EACH SIDE 2` -6'" j6' - 8 3l4" i _ 6' -11"ABOVE St IISFLOOR 1 IVERIFY_ _ _.___ _.__ _ ---_---__ _ ___-_( �� _. _-_ _ _ _ � �_._._____-______._________ ._____ 209 HALLWAY-GUEST BEDROOM 1 1L 5l4 6 3/4" (5 1/2" FRAMING + 5/8" GYP. BD. Iia EACH SIDE} 2' -8" 6'-8 314" �- 6 -11"ABOVE SUBFLOOR^1 (VERIFY) 210 GUEST BEDROOM 1 -BATHROOM L I5/4 4 3/4" (3 1/2" FRAMING + 5/8" GYP. BD. @ EACH SIDE 2' -6" 16'- 8 3/4" 6 -11 ABOVE SUBFLOOR 1 (VERIFY) } 211 GUEST BEDROOM 1 -CLOSET 1L 15/4 4 3/4" (3 1/2" FRAMING + 518" GYP. BD. a@ EACH SIDE _ 21 -6" 6' • 8 3/4'" _ 6' -11 ABOVE SUB LGOR 1 (VERIFY) PROJECT: 0 U M A S RES I DEN C E, 3915 STILLWATER ROAD CUTCHOGUE, NEW YORK 11935 1000-137.00-01.00-005.001 DRAWING I ITt_E: DOOR & WINDOW SCHEDULE SET: ISSUED FOR: DATE: SEAL: DATE: May 11th, 2021 PROJECT NO: �uF NE�v 2021-24 �P - �DECR �,p DRAWN BY: CMA cr CHECKED BY: n +� w JJD SCALE: 1/4"= 1'-O"r pR0 ` tOhP� SHEET NUMBER: A-502 aU6 NUM8E7: OF JAMES J DEERKOSKI,PE @ DEERKOSKI i- ARM DESIGN AND ENGINEERING DPG I - I ___1 �- � - - - I - - - - .-I—,I...�..�.1.1. I I I I— � I -1-11 -��.I..,...I I.....- I I .1 �...I— - I ��I .11, I 11 -1 111-11.....1I.I.-I.. 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