Loading...
HomeMy WebLinkAbout42781-Z °�guFFO[,fcOG,� Town of Southold 6/25/2019 P.O.Box 1179 co _ 4 53095 Main Rd Southold New York 11971 j �d CERTIFICATE OF OCCUPANCY No: 40466 Date: 6/25/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2800 Eugenes Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-7-26.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/22/2018 pursuant to which Building Permit No. 42781 dated 6/12/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, ATTACHED GARAGE, REAR STOOPS, AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Colombo,Kristin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0073 03-04-2019 ELECTRICAL CERTIFICATE NO. 42781 05-17-2019 PLUMBERS CERTIFICATION DATED 02-15-2019 rge Almiro dis e /Athoffl Signature suFFoc TOWN OF SOUTHOLD BUILDING DEPARTMENT .51 TOWN CLERK'S OFFICE o` • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42781 Date: 6/12/2018 Permission is hereby granted to: Colombo, Kristin 3040 Skunk Ln Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2800 Eugenes Rd., Cutchogue SCTM # 473889 Sec/Block/Lot#97.-7-26.2 Pursuant to application dated 5/22/2018 and approved by the Building Inspector. To expire on 12/12/2019. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,206.40 Total: $2,256.40 pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features: - 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains,less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 05 -2a-.2010 New Construction: (� ( Old or Pre-existing Building: (check one),�j Location of Property: d-w 0 �'P►CX rd. �C)yA��V' House No. Street Hamlet Owner or Owners of Property: �OaVlVI iS ��,clwt�}S Suffolk County Tax Map No 1000, Section 07 7 Block 7 Lot �- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature SO�j��,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road CAP Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ,c® ® y® roger.riche rt(a-town.south old.ny.us l�c®u ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Zoumas Address: 2800 Eugenes Rd City: Cutchogue St: New York Zip 11935 Building Permit#: 42781 Section: 97 Block 7 Lot: 26.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 48 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt 2 Recessed Fixtures 69 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches 47 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-combination smoke / co detectors, range hood, 5-under cabinet lights, 3-bath fans,8-ARC fault circuit breakers, 1-combination GFCI/ARC fault circuit breaker Notes: Inspector Signature: - -- Date: May 17 2019 81-Cert Electrical Compliance Form.xls soUr�o��, Town Hall AnnexSEAA• Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , s Southold,NY 11971-0959 r � �Y�C ®I�NTV, r BUILDING DEPARTMENT Ds( ' TOWN OF SOFT HOLD ` DDD MAY 3 0 2019 TOWN OF:OUMWe CERTIFICATION Date: - ( � Building Permit No. Owner: OAA-)j-,, I (Please print) Plumber: A1-m )rnuJ1- - I CTIfolcap ease print) j I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signature)��� Sworn to before me this C� i day of "� 20 i 1 i Notary Public, SJN _County ALYSE S11SSMaN Nolary.Public,State of New York Aegistration#01SU6241802 I Qualified In Suffolk count' j opq)rivsslon•Fixpires May 3t," i BOE SO(/l�, # TOWN OF SOUTHOLD BUILDING DEPT. 766-1802 INSPECTION FOUNDATION IST [ ] N� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ;Ion% ©v-✓ Ilk 0 DATE , wig INSPECTOR SOUTyO cOUNT'�,� TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PL13G. IV FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: DATE INSPECTOR �.�' �o�aOF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. urm, 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. /IF OUNDATION 2ND [ ] INSULATION [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - $�vW1101vw 1�/1�� VVUIVI� Oaf AIV J0^3 VA, LA DATE INSPECTOR �o�aOF SOUTyO6 * # TOWN OF SOUTHOLD BUILDING DEPT: cou765-1602 INSPECTION [ ] FOUNDATION 1ST [\400`R OUGH PLBG. XF OUNDATION 2ND [ ] INSULATION RAMI STRAPPING [ ] FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] HULKING REMARKS: wl n r�CSVr niw v" to , DATE INSPECTOR \J pF SOUI,y�lo # TOWN'OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORS I - 1 a0F SOOT yO�o # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: / p- W 62�hn , /4"o� a � J r �✓ w DATE D INSPECTOR 00, q SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ,l1 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE AI INSPECTOR rG ` �o�,�,oF souryolo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSULATION FRAMING /STRAPPING [ NAL 10 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V ,. DATE G INSPECTOR Home Energy Rating Certificat Property HERS DF C, JNS Construction Rating Type: Confirmed Certified Energy Rater: Robert Delfino N D JNS Construction Rating Date: 2019-04-02 Rating Number: 2000 • ' MAY 2800 Eugenes Rd Registry ID: 632826224 3 0 2019 Cutchogue, NY 11935 Estimated Apnua[�ljgrgy Cost Use �� �som,Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 56.0 $1252 57% General Information Cooling 2.9 $141 6% Conditioned Area 2598 sq. ft. House Type Single-family detached Hot Water 12.2 $318 15% Conditioned Volume 25193 cubic ft. Foundation Unconditioned basement Lights/Appliances 23.9 $457 21% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 94.9 $2185 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 103.00 CFM25. 2015 IECC Performance Path Ventilation System Exhaust Only: 133 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-29.0 Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-26.0 Infiltration Rate Htg: 1212 Clg: 1212 CFM50 Foundation Walls R-0.0 Method Blower door Michael Fauci OOK € Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 585 Clothes Dryer CEF 2.32 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 071 REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. D (29 � OM1 LP D 0 Energy Testing Services MAY 3 0 2019 2019 Combustion Safety Testing Form Towx OF sou- Certified Home Address: 2800 Eugenes City: Cutchogue Builder Name: JNS Construction Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 2 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: 2019-04-02 Outdoors Temp During Test: 45 0 CAZDepressurization 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? YesE1 No 177 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ z z Ventine,Wpe3 Dr"a 1 Sin lla�e S iv llase j -''CO; CO Efficiency Fuel Tvpe Circle T e ascal (Worst Case) OForsi Case)- atural Rating:95.0 NO PD 0[:]E[] NQN0ME S_0 N/A Pa. Pass❑✓ Fail_❑ Pass❑✓_Fai10 N/A PPM N/A PPM Yes ❑✓ Type: Standard Tank aIndirect Tankless ❑ Size: Style Common Vent Water Heater Primary: No histmtaneous ✓ Commercial�SeeNote5below (Gallons a _ � ❑ LLl ) ) Stand Alone ❑✓ s. z Yenline,Type 3 Drat "'S in llaRe Spillage(Natural) CO;'' CO?° E tcien Fuel T vpe ( i (pascal Circle T e ) (Worse_Case) (Worse Case) (Natural) EF: 0.95 N❑✓ P❑O aEf] N❑MQ S❑✓ N/A Pa. Pass Q✓ Fail❑ PasEFailEl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Flood Vented to Outside Yes 0 No�❑ Oven CO 3 PPM 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 'Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater 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: 2019-04-02 t _ WE: ri f DD Energy Testing Services d_1 't_� MAY 3 0 2019 2019 Combustion Safety Testing Form TOWN OF SOUUIA�IL Certified Home Address: 2800 Eugenes City: Cutchogue Builder Name: JNS Construction Builder Tracking# Combustion Appliance Zone (CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-04-02 Outdoors Temp During Test: 45 °F 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: [iIea_fin_g System' Primary: Yes❑✓ No❑. Type: Furnace I r l Boiler❑Heat Pump[]_Other❑ E icien 1"° °Fuel.Tyne z VeintineATvtie 3 Drat ' Sin ZIaQe; Sin llkpe, CO"'r, ,; co_; - CircleuT e iikal orst•Case atural ,orst Case atural Ratin :95.0 NQP-1 o❑E❑ N❑�M�S_✓ NSA Pa. Pass❑✓ Fail❑_ Pass_❑✓Fail❑ N/A PPM NSA PPM W.ateY Heater Primary: Yes ❑✓ Tie: Standard Tank❑Indirect Tankless El Size: Style Common Vent❑ No Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ E tcienc 5' "w Fuel Tyne? Ventine,Tviie'3 Drd t S'in IldQe SdillaQe(Natural) CO' CO?' ' -_ (Circle,_Type) (Pascal)_ (Wbrse Case) (GYorse'Case) (Natural)'- EF: 0.95 NOPE]O❑E❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassElFail❑ N/A PPM N/A PPM Oven - Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 3 PPM 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 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater 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: �p� Date: 2019-04-02 FOUNDATION (IST) t MIA r� 'FOUNDATION (2Nr itolva Pi • • r � �• . �f 14RMAPLUMBING ... ►� Min". INSULATION PER N.Y.. STATE ENERGY CODE ,mow' ADDITIONAL C• Sim Klillift. _..uta MlWIN ldb ! • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL -hoard of Health SOUTHOLD,NY 11971 (4 sets of Building Plans TEL:(631)765-1802 -Planning Board approval FAX:(631)765-9502 IED Southoldtownny.gov PERMIT NO. // -eieck Septic Form -#Y.S D.E C -Trustees r D Application D —Flvod Perit Examined 20 mingle&Separate D truss Identification Form MAY2 2 2048 aorm-Water Assessment Form i V Contact: Approved 20 „y M it to:,�� {�'fE,J rA, Disapproved a/c J f:i'«%tIl i'!y%!"�i WA*,Axa ffLIYL21 fJ�a TOWN OF SO Phone:_X031.9d�1.S'�'ao Expiration 20 -" C3On+ra c—n Bu in ctor v APPLICATION FOR BUILDING PERMIT Date }�At-/ y 20 18 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regula' s, nd to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or na f'acorporation) (Mailing address of applicant) State whethe applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder D) N fL l 8 yl4-069- Name of owner of premises )oA N1u 15 O—Q AAS (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 14T30►-14 l Plumbers License No. Electricians License No. 56S92-ME Other Trade's License No. 1. Location of land on which proposed work will be done: a9oer) ,Lu6ya-4 'S ROAD "Y'uT Hai,1_-, House Number Street Hamlet County Tax Map No 1000 Section C4_:� Block & Lot a Subdivision 09-4 Filed Map No. 411 Lot )&.a 2. State existing use and occupancy of pre mi es and intended use and occupancy of proposed construction: a. Existing use and occupancy �/� .Yt- }pz—ye_g� y b. Intended use and occupancy ,NEW R.E5 t ueo-i-)N_ A-Mc 3. Nature of work(check which applicable):New Buildingy Addition Alteration Repair Removal Demolition Other Work (Description) - 4. Estimated Cost -5W1004).(o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor a"� If garage, number of cars a 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front �a,- Y�r Rear_��,- yah Depth Y--d Height a9' - y" Number of Stories C;) 9. Size of lot:Front 60 Rear 10k(o" Depth 10.Date of Purchase Name of Former Owner 9)L.I S"r d GOL.o,,4M 11.Zone or use district in which premises are situated Z-4/0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises_/OAAWIS R&yj-1 %Address o At.Ccu ILD. Phone No. wI.9a9.TV% Name of Architect G,S.O,iC-+ AIL"fp"I Address56Lt4,%jj6j Sr CV1YrfMneNo 631.40:1.W-41 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO / *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO ✓ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO / *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S• COUNTY OF Skye n 2bu ma5 being duly swom,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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER Swo toe bre me thi NOTARY PUBLIC,STATE OF•NEW YORK day of t 20� NO.01 DW6306900 X QUALIFIED IN SUFFOLK COUNTY Notary Signature PIRES JUNE 30,2 � gnature of Applicant r 4� ' Scott A. Russell elozeN° '� S'7C'(O�IE�I��I WA\'7C'IE]k SUPERVISOR MANAGEMENT A\G�IEI��I[]E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold Ol JUN 1 �MTER 236 - STORMWATER MANAGEMENT WORK SHEET 4llu ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ; I ❑[�rA. Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. ' B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[J C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[✓]� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0/E. Site preparation within the one-hundred-year f loodplain as depicted 11 on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management j Control Plan was received by the Town and the proposal includes I in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT (Property Owner,,Design Professional,Agent,Contractor,Other)1 Distract � B ! NAn9E /S CON QF-r� f 6 ! 0-7-4 416--1J .10-.70/06 i, I W� Sect ton Block Lot --- —****FOR BUILDING DEPARTMENT USE ONLY Contact Information lo31 9a9 SVS j j Reviewed By: r — — — — — — — — — — — — — — — — � Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. !{ rmwater Management Control Plan Not Required. t i Stormwater Management Control Plan is Required, j (For%Aard to Engineering Department for Review.) jl FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T M. ": 1000 (Property Owner,Design Professional,Agent,Contractor,Other) ��St ,� CHAPTER 236 ./ �_ -4 �,a Stormwater Management Control Plan CHECK LIST N SME. NS CO�4G-r/jjE° Section Bk)ck Lot a S M C P -Plan Requirements Provide ONE copy of the Building Petmit Application. Plrax Prim Date: * The applicant must pro%idea Complete Explanation and/or Reason for not pro%idtng M I,%).1A Zea 5%10 .oblg �O1 all Information that has been Required by the follotixmg Checklist' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! YES NO show all of the following items: NA If you need additional room for explanations, Please Provide additional Paper. a Location& Description of Property Boundaries 0 b. Total Site Acreage. 0 c. Existing- Natural & Man Made Features within 500 L.F. Sh CONTROLS of the Site Boundary as required by §236-17(0)(2) 111 include but not be limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. a maintained Construction e. Limits of Clearing & Area of Proposed Land Disturbance. Wire Backed Silt Fencin Won F, f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) CJ Seeding of exposed g. Location of all existing& proposed structures, roads, ✓ driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0I)RA UIRED j. Location of proposed Soil Stockpile Area(s). ✓ ngineering at 765-1560 before k. Location of proposed Construction Entrance/Staging Area(s). Backfill, OR Provide Engineer's Certification 1. Location of proposed concrete washout area(s). that the drainage has been installed m. Location of all pioposed erosion&sediment control measures. 2. Storm%vater Management Control Plan must include Calculations sho\N ing that the stormwater improvements are sized to capture,store,and infiltrate U on-site the run-off from all impervious surfaces generated by a t\%o(21 inch rainfall/Storm event. 3. Details&Sectional Drawings for-,toimwater practices are requued for approval Jull 12 20 Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 7,12T=1 b. Construction Entrance&Site Access. QV c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 SOUMOLD d. Leachinq Structures (c infiltration basins,swales,etc.) !) **** FOR ENGINEERIN EPARTENT USE ONLY Additional Information is Required. i I � Revre��ed & I Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - ® Stormwater Management Control Plan is Complete. Date. iZ j� I SMCP has been approved by the Engineering Department.; _. .__ – ----.----------_—__-- ---__-_-- ----_ 1 ---------------------------------- ------------------ -- -- --------------------------- ------- x FORM 4 SWOP Check List-TOS MAY 2014 I $uEFatBUILDING DEPARTMENT - Electrical Inspector �O TOWN OF SOUTHOLD n ~ U�� � - Town Hall Annex 54375 Main Road - o Southold, New York 11971-0 Telephone (631) 765-1802 - FAX (631) 65-6662- 4 2018 roger.richert(abtown.south old.ny.us BUILDIMP,DEpT. APPLICATION FOR ELECTRICAL INSPECTION aOV; r '�_`'( t.?' unyD • REQUESTED-BY:*- %^Cr\ Date= � -�t3- - --- - - -- -- - -- - Company Name: e ,Vel V.CG1 Name: c`� License No.: 0-5,-. - PIE email: Address Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Ohh S 2t�vinl�� , Address: c:\J \o U-e- i VV Cross Street: 9"k , Phone No.: Bldg.Permit#: ) email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) PFJ UrUSfL Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final' Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size:'2- 0 O A # Meters Old Meter# ` New S:erv:ice>ire Reconnect- Flood Reconnect- Service Reconnected Underground, Overhead riderground Latera( 2 H Frame Pole Work done on Service? Y N Additionallnformation. C3 PAYMENT DUE WITH APPLICATION ^1 �� k1%, V Request for Inspection Focm.xis Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P. O. Box 1179 too Southold, NY 11971-0959 BULGING DEPARTMENT- -NOTICE OF UTILIZATION OF TRUSS-TYPE"CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDiOR.:TIMBER CONSTRUCTION Date: Owner: 0C4.►/w i S tld S Loeation of Property: �� v- �= J` C'Ort c14 . � Please/j�(�jke notice that the�-ciheck applicable;line): ty New commercial ©r:resid�errtia�;structure` u: ` �=Addition to�ei�iSfir�gtomr>ier+ iat or residential stftfdure R habilitatip»�` .an existir.. .-commercial or reside Mitt structure.' 9._. to be,•construct*!!' r performed at the subject property reference above will,:utilize (check applica6ie:.1i6e): Trusa type-eon$truction (TT) Pre-en jineed-*W4#}coqstrp tion (PW), Timber constrt.idtk(i,_(TC) in the following location(s) (checWapplicable line): Floor framing, including girders and beams (F) oof framing (R) :: Flo ran roof�frami ' (FIR) , , Signature: _ Name (person submitting this form): 2scj,41-11 Capacity(check applicable line): _ Owner Owner representative TrussRegl5.d6cx Effective 1/1/2015 Alp #41 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 ,9 1 The construction type STROKE designation shall be , 041171 i411519 qIp', gVIlor iivvi to indicate the construction classification of the structure under DESIGNATION' FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "F7' FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ccR9' ROOF FRAMING 11FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES �. LEGEND: jr/ ti PROPOSED HAYBATLES PROPOSED CONSTRUCTION ENTRANCE I PROPOSED BUILDING PROPOSED ASPHALT DRNEWAYEJGE ES ROAD PROPERTY LINE Moe. N75" 160.00 ~—%1 - L = ,��,✓�.�r•f,s' PROPOSED CONTOUR i + WOOD RAIL —11.0—EXISTING CONTOUR �'—. --1'�' --�'' 246.14 s s FEN E —9 \J,- ✓, t f ` � LIMITS OF GRADING � t /ZOf1B IV-- MESSvil;,, �� _�1 ,•\� ee / A3 ` J��'-'•s Ij K- 1 I ROJECT LOCATION \1� PROPOSED SILT FENCE i PROPOSED SEPTIC TANK ND MA)NTAINED '"' 10 ABY OTHERS. LAWN U '' z � PROPOSED SANITARY LEACHING POOL f t , ^, /r U _r}!'"_ , —•— PROPOSED SANITARY PIPE `,% \v PROPOSED DRAINAGE LEACHING POOL ' .LOC�►TION tPiP' �� '' r 1 STORNIWATER DRAINAGEz x' -i-:' / CAL.CLTL.ATIONS: Y W ,+f a / \ \/CPI PROPOSED SANITARY PIPE 1 ' �.�Y SCALEA"= EL I _ \o�� S I REQUIRED DRAINAGE CALCULATIONS + /'�� 4 • PROPOSED 1'WATER SERVICE (7 RAIN EV[I4T) A M H Q .r , TEST HOLE LOCATION IMPERVIOUS(ASPHALT)=2,240 SF LOT q! Z ' 'Y LOT F(2,240%tp2.240 2.240XYflT(RAINFALLN 37333 CF a ..,r, .;,,T-'=:.-e =_ .-- .- EX.UNDERGROUND WATER IMPERVIOUS(ROOF)=1,8005E ,± -+'^1- fx1- ., 1.800%Y111fRAINFALLI=300 CF 'e- 4%" - L� ra'•A•.Groes FLOW i \1 PROPOSED DRAINAGE CALCULATIONS (ABANDONED WELL) GARAGE PROPOSED 2 STORY RESIDENCE ASPHALT DRIVEWAY +"+�' "� "` , F.FE=12.0' 4 BEDROOMS W BASEMENT \ n $m S 3 FF.E.=1373 WREQUIRED3DR 'EFF DEPTH \ R1ICALPROVIDE(1)100 LEACHING STRUCTURES Qfi ROOF N SLOPE FACE � ' v / 4y/ ` 300 CF REQUIRED C. - b 10'0 DRYWELL=30D CF/fie 42 CFNF=4 38 VF / PROVIDE(2)100 LEACHING STRUCTURES g3'EFF DEPTH O '� / � �` 4E / I BEDDING DETAIL PERSPECTIVE VIEW e " + ANGLE FIRST STAKE TOWARD b " DP MINIMUM 2x2 CLEAN SAND SHOULDER ROAD SURFACE J 9WIRE PREVIOUSLY LAID BALE FENCE POST AREA TYPICAL BASTING ASPHALT c �Lf� WOVENWIREFENCE FLOW c� �L` lex6.1D Na WWF) z PLAN VIEW MLTERCLOTH g O GOODp BOUND HAY BALES EMBEDRLTERCLO7N OD Q7 d O GLEAN GRAVEL FILL ETEC. ". ` ROAD �O D�pD 0 d D METER PLACED ON CONTOUR MIN A"INTO GROUND 4" D p O FILTER CLOTH / / ^ 2RE-BARS:STEEL PICKETS OR � �•p�}„•j••' LL,""m14Na-uw..w,=e,..cc..°.Wo�a° O0 O OD00 0 D D 00 / 2"x2"STAKE91.5'to X IN GROUND. AUL MUM DRAINAGEAREA CROSS SIMON DO O dp0 OOO UNEXCAVATED SOIL ^� / / HAYDRIBALES. FLUSH WITH TOP OF 111 ACRE 1100 LINEAR FEET HAY BALES. dD-to O0, toy d ANCHORING DETAIL SECTION DETAIL 00 C V / �� TEMPORARY CONSTRUCTION ENTRANCE (P coa�o o OSTRAW BALE DIKE DETAILS SILT FENCE DETAILS DRAINAGE INSPECTIONS ARE REQUIR D �ontact TOS Engin ering at 765-1560�efore FRENCH DRAIN DETAIL xa.a:NT6 Backfill, OR Provid Engineer's Certifi at, I TNCKRI3WEORCED DDNCRETE a that the drainer has been installe tc Code. TRAFFIC BEARING SLAB u"DIAMETER CIIBTIILONINLET C / GMTESFRAME " 4-COMPACTEO TU'A SLEN0. O 'P� O TYPK:AL � �11 -NOTES' O+ g z EROSION & SEDIMENT C1 NTROLS � � 1. THE FOLLOWING TEMPORARY CONTROL MEASURES 6MALL BE CONSIDEpEDASAMWIMUM JIN ADDFRON TO Shall include but v, 2 CONTRACTORS LLL COI LY WITH AND DDITIOEROSION AL ONTROL MEASURES DEEMED NECWN,ESSARY THE LSAND BAO � �1ot be limited to: oa PRECAST CONCRETE CONTRACTOR 5IWLL COMPLYVrtM ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE � 0 01— O CHIMNEY ENGINEER PRIOR TO ANOfOR DURING THE COURSE OF THE CONSTRUCTION EVICES N WE NS ALLED t7 G O IMPERMPJIBLE Q A well main fined Construction Entrance / I II a SE SEGMENT CONTROL 71-NPLASINDICINT OCONTRA CONAS TRACT DIRECTED IRECT DBYWRIOR TO 3' eHEETNO V 1 DISTURBING ANY SOILOR MILLING OF ASPHALT PAVEMENT WACCORDANCE WITH THE 1= A Wired ENGINEER F CON6TRUCTOSHALL WITHIN THIS SEDIMECTONTROLS AND RWC7 ` O m®®0 ENGINEER THECOMPACTORSHALL MAINTAIN ALLIRECED BYWROLGANDREMOVE cked Silt Fencing, stabilization V COLLECTED SEDIMENT ONA WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER COLLECTED 1.1 OR FLATTER W MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFFSITE LOCATION AS DIRECTED BY THE / SECTION SIDE SLOPE z edin of ex III DIs 1S•TRAFFIC BEARING ENGINEER CTI g posed and/or inactive'soils. comm OMIWIGE PLPE TYPICAL 4 MEASURES ARE PLACE, NDAPPANCE By OCCURINTLALL6EOIMENT CONIPOL NA-A / MEASURES DEPIClEO ARE W PLACE.AND APPROVED BY THE ENGINEER O� C P N 0 PPROVAL OF STORMWf1TER MANAGEMENT 5 UPON NCEPLETIO OFWORKINSEQUESINILREMAINFORTHEDURATONOFTHE6TEWORx UPOSTABLIZEDCETORUCTIONKINSEOUENCE. 101 DIAMETER It 4' CONCRETE WASHOUT DETAIL ONTRO P N - n Cod er 236 — o®® - Qlx DEEP PRECAST CONCRETE a NTS Q ate:LO w fr/ DDIm t� w W p /PR\tj0 — DDI �� 0 3 Arm ed by: ' / GSE — =IIIII DATE BY DESCRIPTION APF q O v �,� FI>s = ���RLD6 REVISIONS o SITE PLAN DATA: f��(] L` co � \a GROUNDWATER TOWN O F S O U T H O L D ".. �L�"•• U) EL (11 r/ CLEAN SAND A % IOANNISzoUMAS L1J f- o _ I ra^MIIa t0'-0-DIaIMxE Y-WAUL GRAVEL FELL. UFFO K COUNTY. nom-, EUGENE'S ROAD,CUICHOGUENY11935 (yJ O oE CIL$ 1000-097SF/10 "� " °°-" ¢ o d' 20.0'N EUGENES ROAD 47;74 05SF/109 AC Q T-4 NO CLEARING IS BEING PROPOSED U' J +z r O NO WELLS LOCATED WITHIN 100' ... � ; r-r 0 o z o 9.D'N — ical Section Leachin Pool DD m ... cy....,. CRUSUSDDSBONOTD�REWAY IT STORMWATER MANAGEMENT o Scale:NTS N 2 ,-` I INE EFs WF P IAO OF THE LM O DP Mw YORK O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD..BROOKHAVEN.NEW L. K. McLEAN ASSOCIATES, PRONTHE R PERSON FROM WE ANYRDND ON _ �1 J THE DPAMLYOS AND/OR INE ICMYPMTINC E I \ SPE.TGRDNS,UMM n•S UNDER THE DFECTDN ~� O P R7 RGREENS SUGN�°'iERASMPRCFNS E�iLwc`TDxEDPWEDLW�DNu DeelgnedBy MF/CFD sGoiw AS NOTED P_' LIL �L S75 36 03 W 126.00' ENGINEER MUSE SIGN,SEN.MTE AND DESCRIBE THE c j WNG Test Hole SITE PLAN MD OR N THE SPFLi�TONENr OF THE TOVS ED LAW SECTON Drawn By. MF Dale: MAY 2018 / SCALE 1"=40' Approved By. RGD F.I.No 17011.000 U S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 7 LOT(S):26.2 EL 4.6 - EUGENES EL 6.9,ROAD EL 7.8 MON.N75032'03"E am 81x w.e 160.00' _ _ MON. W 246.14' •81S WOOD FENCE EL 9.0 E N> EL 6.5 i W A 1000 GAL S.T. w• (2)8'Ox6'DEEP LP. Lp LP a U Iw W w LOT 1 LOT 2 4o.s'S1a 12s'28 ' a cr EL 13.5 o EL 14.0 O O a Z X 21.5'::::o_:•::21.03 ' EGRESS OW cn:: '-GF 2 STY. FRM.."::'•'::'•':nWINDOW ro :GF:14,1:: ::'.;:;.DWELJNG:.:'.:::.':?::: rn WELL �?:�'..:..•'.••,•::::' .•EFL 15:6.•; ••:',.,:::;::::•N 21.5'::•'.o: ;'..•'::. .57.8':::•:.:•'::::::::.';.:;:: EL 13.8 F+ EL 13.5 WOOD EL 14.5 WOOD STOOP O MOP O F+ O INGD lP CAS aTANK EL 13.0 EL 16.0 ELEC. METER O 8 O CQ . EL 13.9 W EL 16.7 EL 15.3 C+0 C3 CA o J < L11_ = V, EL 16.7 W z LL Of o 00 F- M g U 3 ck2 go 20.0'N 4EL .0'N CRUSHED STONE DRIVEWAY EL 18.7 18.4 USED BY OTHERS MO S75036'03"W 126.00' LOT 3 FEMA MAP#36103CO164H REVISE SEPTIC LOC. 02-14-19 FLOOD ZONE X FINAL SURVEY 01-26-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FIELD INSPECT AND UPDATE SURVEY 04-24-18 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:47,574.05 SQ.FT. or 1.09 ACRES ELEVA77ON DATUM.• NAVD88 _ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 77-IE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO 77-1E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: IOANNIS ZOUMAS; MAP OF: LITTLE NECK PROPERTIES FIRST AMERICAN TITLE INSURANCE COMPANY; FILED: NOV. 30, 1973 No.6048 PRO NATIONAL TITLE AGENCY; SITUATED AT: EAST CUTCHOGUE TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f P.O. Boz 153 Aquebogue, New York 11931 FILE # 16-61 SCALE: I"=40' DATE: MAY 5, 2016 PHONE (831)298-1588 FAX (631) 298-1588 N.Y S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.0 T.M'NO DISTRICT: 1000 SECTION 97 BLOCK* 7 LOT(S) 262 EX SCWA MAIN LEGEND• `��� gqaggvv ggr'+���' '� -` ' 1°•--- - _� PROPOSED TAP > ,-°sRT$ ri.3'0.`�'wss .S __ '»c-•..-�-.:-r<:�.*.e_ --�` PROPOSED BUILDING �'+��y� I •-"" `^ '^`*• �^•' ;, .�„`_ S'wTSRt'!� PROPOSED ASPHALT DRIVEWAY 1 - '� " •'' � �f ��_.�'P? '•�6 ' EU __ —�_..— ROAD _ 315'TO 95'TO DEERFRONT �I 11 1p L' �S' ROAD LITTLENECK RDAD„ > PATH PROPERTY LINE \'�• � N75° 2'0 j 160.00' -� PROPOSED CONTOUR 49 24614' B's WOOD RAIL I {ai?a; g I�oN —11.0—EXISTING CONTOUR �'�" FENCE ' -_^v / y Q PROPOSED SEPTIC TANK . � LAND MAINTAINED LAWN 107 (Jl PROPOSED SANITARY LEACHING POOL VV11!! �rpBrorHERs —e— PROPOSED SANITARY PIPE $a � - � �• TW''��""" U LC o .— PROPOSED 1" WATER SERVIC M �'' ''`�' I x � .•,...- S >t..I4ylosS ]6^yl��"v�"v $F�R �'�'°i+$T`R^•�Ff'`$ RJI f+fu el°a � 1�dTa ACID TEST HOLE LOCATION s •,,, ^+' + -, EL. B ` 10'(Vix)------ I W lFx 11q£' i I g oJli[/!� 2 • MHO I "I G" LOT 2 l 2- Lu w _____�____ EX UNDERGROUND WATER 6r ��ti LOT 1 . - ° OL 0 (ABANDONED WELL) ••''i G E PPOPOSED 2 STDRY RESIDENCE \' + 51'' FFE�12D' LBFDROONSW/6:.I:tIr �� Le ��g g� 1, 'COUNTY EPARTMENT OF HEALTH SERVICES L J -14 OW w EV as B7 e� �`� ° REF # R10-16-007 ) _..•,1\�..,.....\\��.. "`.`�5)NIN) J V � Sv H iii 62 .i 3 ;...... 6�r DRY BROWN SANDY LOAM (OL) O6' �te,,,.�� ap n7e UI DINGS: t+ / -O 7 2 STORY RESIDENCE \5 79 1, BROWN LOAMY SAND (SM) 1 a' 4 BEDROOM a� WIRE FENCE R-RESIDENTIAL) Ck"W SI E DATA- PALE BROWN MEDIUM TOS S' 1000-97-7-262 ELEC �SCTM# +� J ryry �..J I'1J f METER 4? COARSE SAND (SP) ^+ O• SITE AREA 1 09 ACRE f ®� /) O / —WATER EL 0 9 7 NO EXISTING SURFACE WATER WITHIN 100' 7 (HIGHEST EXPECTED) 2 NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150'OF THE PROPOSED SANITARY (may{ ( O ! S STEM NO PUBLIC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY PALE BROWN MEDIUM SAND 6 0' 3 NO DRAINAGE STRUCTURES WITHIN 20'OF SANITARY SYSTEM W/GRAVEL IN WATER (SP) !I GENERAL NOTES. MAY 03 2016 LS 2016 1 THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150' OF PROPOSED SANITARY STRUCTURES THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF { / i K WOYCHPROPOSED CESSPOOLS y54 / " 12 THERE IS A WATER MAIN AVAILABLE ON EUGENES ROAD w �3 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS TEST H 0 LE 4 TEST HOLE PERFORMED BY K wOYCHUK LS ON 5-03-2016 NTS \1 'SURVEY NOTES• MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS z 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND / ZONE / 3 ELEVATIONS SHOWN HERE REFERENCE NAVD 1986 EXIS¶ BY 4 MAY 5,6201 SURVEY ED UNE 8,2076 M WOYCHUK LAND SURVEYING PLLC ON C.1. LOCKING �D COVER tO GRADE Y a r Gv (11 50) FINISH GR(}DE 00� o ��\S��G (EFL 14 00) a w o ;� 1 714 FT. C""" 1/a"-FT.' g w ch 6 COVER 6 CGVER 200'N 6' 6" SL (1000) K ^ ti"`i •3° �S 9 0'N CRUSHED STONE DRIVEWAY INVERT-1 INVERT C USED BY OTHERS (1079) ( )INVERT INVERT ° DN 110 oa) (10 Do) (,_ rr�y`y:i�• a 4, �"= a ` B'o 3' COLLAR Z+ ( RGREENS FOUNDATION FL01�1� 0 575°36'03"11r 126.00' PO4L CLEAN c WALL BAFFLE M) COARSE (°n I LOT 3 5'-8" CRAAYELL 6 i,•� fir„•-L. L UNDEVELOPED TANK 3'MIN N I - c USE 4' DUL APPROVED SEWER PIPE PRO F 1000 GAL. PRECAST S.T. (4 00) D - ❑ SITE PLAN I °t EX` j D 'Y/i' 3 O •��� DATE BY DESCRIPTION APPROV BY WETLA DS, ° U S'ST S¢-' "� T ��!! HGHEST GROUND WATER 0.9 1` �. REVISIONS � - PREVIOUSLY APPROVED SANITARY NOTE _ TOWN OF SOUTHOLD � , o N TS L \2 �.S 1 , PROFILE ELEVATIONS HAVE BEEN UPDATED AS ...---...TELL I7 /� PER NEW LOCATION SUFFOLK COUNTY NY Lu�T1,; sa• f, EUGENES ROAD CL 03 :- ,3 '. �' PROPOSED SANITARY PLAN Z .� „ , r,,-•�fL, ' n ,Q" ,el'1,• THE EDUCATION LAW OF THE FM STATE OF NEW YORK PROHIBITS ANY 00 _ '.v--"', �' +:i Ir A 'i r'LL}� "�''``" )• - _ PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR L. K. McLEAN ASSOCIATES, P.C. "'i 1 y, "' )',`'. -r�- Il- -' - =�- THE ACCOMPANYING SPECIFICATIONS,.UNLESS IT'S UNDER THE CONSULTING ENGINEERS d37 50VIH COUNTRY RD.BROOKHAVEN,NEW YORK 17779 O N \ w t `J 1,., -_ DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH Designed By MF CFD Scale AS NOTED Sheet ND 1''.r-�,-• "�'_` , " 3'•" _ '-•O'•n "�'� ' k ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN, L y o I�'' SEAL DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION Dmwn By MF Date APRIL 201 8 _p CL , ?Pm=;_:, -4' L+'.+ _,M-.i ;_ It�);n - _ ,4 ON THE DRAWING AND/OR,IN THE SPECIFICATION (NYS ED LAW SH 1 P %^I/s-' C1CA,TIO.N'".iIVI�A',P):-L t� +T ���' '� `��� ��,i'r �3` �)wl -i�'�- SECTION 7209-2) Approved By RGD File N. 17011.000 a� \; _\CALEEI'=i'n"o ''A� ;lrJ+" ;o:h' L_ ('- �' PROPERTY101 D DN, OF FND IOANNIS ZOUMAS ES ROA 160,00 ON THE IGEN a p E 'S•3Z'3'� 6 SUBDIVISION MAP OF ° ' _ EuOE�ESRD "ra 4 � Q " { !LITTLE NECK PROPERTIES °' a Zone IV�� Jag MON, ( j LOT 2 Y,• 43 �} FND WAL�Dl Z' FILED NOVEMBER 30, 1973 AS MAP NO. 6048 D SITUATE AT r EAST CUTCHOGUE L 04 A.. s9tp �o TOWN OF SOUTHOLD �� `?�CALE.1"- \ � 23 I SUFFOLK COUNTY,NEW YORK a.r' 18� FDN I 7DPLL_158 AREA;.OF PARCEL = 47,574± SQ.FT. OR 1.092± ACRES BD,e' .o WA 1, S Z.ST 1 �p RES a3/ _ 3 AA 1 9 o GPRA E 4 / `CG, l C7 �+�\ N/F 7DP FDN' '� SILVER FOX D S 3' PROPERTIES CORP. FDN () N\ 7DP 8',16.4' WALL'15' WALL TED) i Z WISE ND OTHER � i (UNLESS �Q�G� l o CK.�eW' d� j NOTES N 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. '" 2. PROPERTY INFORMATION IS REFERENCED TO A SURVEY MADE m N BY KENNETH WOYCHUK LAND SURVEYING,PLLC,FILE#16-61, v LOT 1 DATED MAY 5,2016. PROPERTY EVIDENCE WAS RECOVERED. c a 3. HORIZONTAL DATUM IS REFERENCED TO NAD83(2011)AND THE I VERTICAL DATUM IS NAVD88(GEOIDI2A). � . 1 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION o j JUL OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE o EDUCATION LAW. 0 c U a N �1�G Dyi'QT. 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED OLD WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED"OR TAT OF s6 F�1 m- o Thi 'INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. m i fa .3 3 ' o M, OF NES - p ETER /- m DATE BY DESCRIPTION APPROV BY t� ryx' REVISIONS TOWN OF SOUTHOLD o ' JAMES F.NREEVE AND S� \ E ° MARGARET W, TOOKER ` �2 � $ �� SUFFOLK COUNTY NY 05009 E ��qND SU��F, 2800 EUGENES ROAD, EAST CUTCHOGUE 1n 126 po' 0 0 „ W FOUNDATION LOCATION PLAN 1 here91ffert,fy that this map was ad e from an actual survey 6 O SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: S 75 N/F com et by,.on O6/ / 18 L. K. McLEAN ASSOCIATES, P.C. N O DISTRICT 1000 CARL BLASKO AND iI CONSULTING ENGINEERS 437 SOUM COUNTRY RD,BROOKNMEN.HEW YORK 11719 r- ELAINE BLASKO 1 i in SECTION 097.00 Designed By MF/CFD Seale 1" = 4D' Sheet No or 0_ BLOCK 07.00 JED ICKA,P. Drown By MF/TLS Date JULY 2018 LOT 026.002 CL i, NYSPLS No 50098 Approved By. DPJ Fie Na 18037.000 S.C.T.M. N0. DISTRICT. 1000 SECTION: 97 BLOCK: 7 LOT(S):26.2 EL 4.6 EUGENE EL 6.9�ROAD EL 7.8 MON•N75032'03"E cn, try 160.00' 1w 246.14' .aMON.'s WOOD RAIL EL 9.0 EL 6.5 FENCE 1-4 FA I 1000 GAL S.T. cavil (2)8'0x6'DEEP L.P. re d� Lp LP OU w LOT 1 z � LOT 2 40.6.51 26 26 ' t4 0a MW EL 13.5 c p � w w:•27.t';: EL 14.0 g X 21.5'i,::'c'•:;21:0'�::9.6'o=ai::.:::::': EGRESS O ,� GARAGE:' ;: -2 STY. FRMr,•:;;:'•;.:;:N WINDOW . {�;.GF,14,1'.•::':':;.DWEWNG:'•:;:;::': m WELL D: .. :•.:• EL 13.8 EL 13.5 WOOD EL 14.5 OSTOP STOOP 0 INGROUND LP GAS TAW Qy r5 EL 13.0 1 �) EL 16.0 C►` b' ELEC. METER 000 c 0 EL 13.9 ,,j : EL 16.7 z EL 15.3 Q z 01 - -- - — -- ---- - -Cil --- x EL 16.7 SUI FOLI;C 'Ur l �.7I-:.�'1-�.�$Y!'�G\ij Ort 0-tlE-a LTN iSG�bRR1� � YO `.L'O CCN l I'gs►,.dCTED WORKS FOR go �LL, A�iI LY RESIDENM z O Date MAR 0 4 2019 m,s,r—xf,Na, Q The st;mgo disposal and vmtk3r wtlpr)l}t fa liltigsq at thi.c.•.•1-e,01011 11ava btffi Z 2o.o'N Inspected and/or certified by thio 0q),irtmont r Mhtr 0tgt1ftiL?I 511d found to � �{''���6�b'�e � 9 0'N CRUSHED STONE DRIVEWAY EL 18.7 be satisfactory FOR A MAXIMUM EL 18.4 USED BY OTHERS MO �il � � �, P• ., ChiefS75036'03"W 126.00' LOT 3 FEMA MAP#36103CO164H REVISE SEPTIC LOC. 02-14-19 FLOOD ZONE X FINAL SURVEY 01-26-19 FIELD INSPECT AND UPDATE SURVEY 04-24-18 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA-.47,574.05 SQ.FT. or 1.09 ACRES ELEVATION DATUM: _ NAVD88 Y y� UNAU774ORIZED ALTERAT70N OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO 774E ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-7URES RECORD RECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: IOANNIS ZOUMAS; MAP OF: LITTLE NECK PROPERTIES ' FIRST AMERICAN TITLE INSURANCE COMPANY; FILED: NOV. 30, 1973 No.6048 ' M1 PRO NATIONAL TITLE AGENCY; SITUATED AT: EAST CUTCHOGUE = TOWN OF: SOUTHOLDc amu, KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKI Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 �� PHONE (831)298-1588 FAX (631) 298-1588 FILE # 16-61 SCALE: 1 =40 DA'k1,QMAY 5, 2016 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk z r REScheck Software Version 4®6.4 Compliance Certificate Project JNS DEVELOPMENT Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,580 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: NY JNS DEVELOPMENT Deerkoski &Arm DPC NY 506 Main Street Westhampton beach, NY 11978 wag Ma udg0 Compliance. 7.5%Better Than Code Maximum UA: 453 Your UA. 419 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,317 25.0 0.0 0.040 53 Wall 1:Wood Frame, 16" o.c. 2,766 19.0 0.0 0.060 126 Window 1:Wood Frame:Double Pane with Low-E 417 0.280 117 SHGC: 0.28 Door 1: Glass 152 0.280 43 SHGC: 0.28 Door 2: Glass 92 0.400 37 SHGC: 0.40 Floor 1:All-Wood joistfrruss:Over Unconditioned Space 1,317 30.0 0.0 0.033 43 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.Theosed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandato re Irements listed in the REScheck Inspection Checklist. hg42P7 Name-Title UkE O,A Signatur Date Q gul , ,.,R�os�•S- W 0725ri pROFFSS�O�P Project Title:JNS DEVELOPMENT Report date: 05/08/18 Data filename: C:\Users\Craig\Clients\Zoumas\SPEC HOUSES\EUGENES ROAD\RES CHECK 20180418 Page 1 of 1 EUGENES.rck g9 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL CONSTRUCTION "- � t E I N Bq�iNEcPiNI r-e �l 1 . GENERAL: General Notes: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHAMPTON, NEW YORK, BUILDING CODE, AND REGULATIONS DEERKOSKI + ARM C 0 N T R A C T 0 R N 0 T E S Wood: 2 OF ALL OTHER AGENCIES HAVING JURISDICTION. DESIGN AND ENGINEERING DPC 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. FIRE SAFETY: 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARM8B8B�a AD L.COM 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA. OWNERSHIP & USE OF DOCUMENTS: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION GENERAL NOTES: These drawings and specifications including the 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH ideas, design and arrangements represented a. All trusses shall be "shaped" as shown on architectural cross sections. therein, are the property of Deerkoski + Arm 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, b. Trusses shall bear a Boca number and shall be manufactured b a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Design & Engineering, DPC. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. y g E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. No part thereof shall ec copied, disclosed to 5. Erect and brace trusses in accordance to truss late institute recommendations. 00 NOT PROCEED WIT others or used h connection with any work or 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF P F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. I project other than for which they have been BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, FRA.PUND TION SURVE prepared without written consent. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OF FOUNDATION IOCATI ^I AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All plywood shall be in accordance with the American Plywood Association APA specifications. NAS BEEN APPROVED P Y Y (APA) P CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: Dlorrr door AF o .ED AS NOTED A. DEBRIS DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. DATE: 8. Design values: � and C�tiCt�"J®P� L 6•P:#t 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED _ i� D CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR tCCting required FEE: BY. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E = 1,600,000 PSI NOTIFY,BUIDL DEPA TiM AT . Fv = 95 PSI C. HEAVY DROP CLOTHS. 765.1�Ot 8AM TO 4P FOR THE OR DURING THE EXECUTION OF THE WORK. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: FOLLOWING I N -..,,TWb S: ACCUMULATION. 1. FOUNDATION -.-TWO REQUIRED 9. Design values: p FOR .POURED CONCRETE PLUMBING, ELECTRICALS, ETC. o. Laminated Veneer Lumber (LVL): IMllSt provide Manuals 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,900,000 PSI 4. NOISE AFTER HOURS: D, J and S as per 2 ROUGH -FRAMING & PLUMBING 3.. INSULATION , .285 PSI= THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv Fb 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS ESTABILISHED AND NOTED IN THE TWEnergy Code 4. FINAL - CONSTRUCTION MUST = 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN B. CODE, EXCEPT LEGAL HOLIDAYS. BE COMPLETE FOR C.O. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEERKOSKI & ARM DPC NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULA ALL CONSTRUCTION SHALL MEET THE 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI & ARM DPC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE ��°� PANCY OR REQUIREMENTS OF THE CODES OF NEW DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR (WORKER SHALL INSTIGATE A HOLD HARMLESS 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE QqW����1I.� YORK STATE. NOT RESPONSIBLE FOR BETWEEN THE DRAWING USER AND DEERKOSKI & ARM DPC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH UJC.IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI & ARM DPC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO WITHOUT CERTIFICA = 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ,ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTESOF OC COMPLY WITH ALL CODES OF LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM OCCUPANCY JEW YORK STATE & TOWN CODES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS ACTIVITY AND DREHEIR RELEESENTTHIEESAWORKING THEIR EMPLOYEES AS WELL AST ANDKE BE ALL TIMES S PRIOR AND DARE THE OCOURSE ,$ REQUIRED AND CONDITIONS OF THAT DEERKOSKI & ARM DPC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S (FAILURE TO CARRY OUT THE WORK IN OF 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE - „ REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE III HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROWIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE S I Ivy AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI & ARM DPC. HARMLESS FROM ANY CLAIM, RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. - ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. RESOLUTION. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS DRAT`4AGE INSPECTIO"15 ARE REOUIR 3 SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. Contact TOS Engineering at 765-1560 ire Backfill,OR Provide Engineer's Certific on GENERAL CONDITIONS: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA House Area: I. DESCRIPTION: NEWCONSTRUCTION R-3 D �V[E GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD (OCCUPANCY) (SINGLE FAMILY DWELLLING) D SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY II. CONSTRUCTION: WOOD;COMBUSTABLE TYPE III N PLUMBER CERTIFICA 'ON 45 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C Proposed 1st Floor (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) ON LEAD CONTENT BE QRE MAY 2 2 2018 Living Space = 1263 �� r (f 1/ (� III. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DESIGN CRITERIA g p CERTIFICATE OF'OCCU aN�Y Y� ^J Y" r 14� Front Porch = 4 MINMUM REQUIRE.,ALNTS OF THE LASTEST EDITION OF THE J' _l!,.��;,�t,,I,I yl. PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS Garage = 472 n„I �� UNIFORM BUILDING 0(,-!7-S(U.B.C.)OR AS SPECIFICALLY NOTED SOLDER USED IN WA FR TOWN CF SOUTHOLD (in pounds per square foot) V --- ON THESE PLANS L)-1, D-1a,A-1 -A-11)AND CALCULATIONS, SUPPLYSYSTEM CAN 'OT d 2d FlSWITH THE MOST STRINGENT CONDITION GOVERNING. eXCF'ED 2/1OI OF I%L ID.USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD Proposed Qom'� BUILDING IS DESIGNED IN ACCORDANCE WITH 130 mph(3 SECONDS GUST) USE OCCUPANCY EXTERIOR BALCONIES 60 10 Living & Open Space = 1317 HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; QTOryn®S��O 1��OZ TECHNICAL FACT SHEET NO. 10. I O r� RESIDENTIAL R-3 DECKS (f) 40 10 � � BUILDING IS DESIGNS 'TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf). TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 IV. CONNECTIONS JALL OIST HARDWARE (STR COLUMN S ETC.) SHALL BE CBO APPROVED LI1wlB1NC, SLO� Z �vY� TYPE GROUPATTICS WITHOUT STORAGE (b,e) (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY ALL PLUMBING WASTE 10 10 a AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL WATERLINES NEED BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR TSSxl"dG-SEFORE COVER G V B ATTICS WITH STORAGE (b,e) 20 10 BY THE MANUFACTURER OR AS NOTED ON THE PLANS. HEIGHT AND FIRE AREA ALL NAILS SHALL 3E COMMON OR SINKERS, UNLESS NOTED OTHERWISE. PROJECT: ROOMS OTHER THAN SLEEPING ROOMS 40 10 ALL BOLTS SHALL CO^ PLY WITH ASTM A-36 HEIGHT FIRE AREA SLEEPING ROOMS OR ASTM A-307 STANDARD OR BETTER. ELECTRICAL 30 10 HEIGHT. BUILDING. NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX64SPECTION REQUI 1) THE VERTICAL DISTANCE STAIRS 40 (c) 10 TABLE 2306.1 -FASTENING SCHEDULE. FROM GRADE PLANE TO UNLIMITED AREA ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. PROPOSED RESIDENCE THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) OF THE HIGHEST ROOF AS PER TABLE 503 200 (c) 10 V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6"O.C. FOR SURFACE E 29N 5 I T BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL �^ R,� �� N S DEVELOPMENT AS PER SECTION 502 OF ROOF 30 10 INTERMEDIATE ROOF SUPPORTS,ORAS NOTED ON FRAMING PLANS. Tr.U.7.a FLACAr., ,,,a Irr� THE BUILDING CODE OF . NEW YORK STATE. VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE " a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE EUGENE'S ROAD TOTAL HEIGHT FROM RIDGE TO GRADE 29 -9 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTUREAL SHEATHING, REFER TO BUILDING ELEVATIONS FOR HEIGHT BASED ON FEIMA FLOOD WINDOW HURRICANE WIND LOAD REQUIREMENTS NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"O.C. CUTCHOGUE, NEW YORK ZONEel. 40.0' ABOVE EA b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. AT ALL INTERMEDIATED SUPPORTS(STUDS)UNLESS NOTED OTHERWISE. 1000-97-7-26.2 ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) JIX exterior ligh ng c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. Installed,repl2c 1 or MANUFACTURER'S SPECIFICATIONS. VERIFY ALL DIMENSIONS AND repaired shall CO STRESSES. INSTALLATION SPECIFICATIONS. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED, NON-ORGANIC SOIL, to ChDRAWING TITLE:apter 1 OR ON FILL COMPACTED TO 95%OF MAXIMUM DENSITY BASED ON ASTM D 1557. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN of the T(nvn C le 1 ACCORDANCE WITH SECTION 8802.10. . _ LUMBER SPECIES AND GRADE �� UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING ALL GLAZING TO BE LOW E; INSULATED; AND IMPAC RESISTANT 1/2 Structural plywood PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR R.O. VERIFY ALL R.O. w/ WINDOW ORDER GENERAL NOTES ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS SEE WINDOW SCHEDULE FOR ( ) Panel, Attached t0 INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. Frame in accordance ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS with Table 8301.2.1.2 NOTED OTHERWISE. TABLE R402.2 International Residential ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE SET: ISSUED FOR: DATE: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL HAVE WI NDBORNE DEBRIS PROTECTION: OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 36"BELOW PROVIDE 5/8" PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR code of NYS NATURAL GRADE,OR ATA DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER MINIMUM SPECIFIED EACH WINDOW FRAME, w/ PREDRILLED SCREW HOLES @ PRESCRIBED SPACING UNLESS OTHERWISE NOTED ON THE PLANS. COMPRESSION STRENGTH (a) (fc) FOR EACH SHEET. AREAS OF NEW STRUCTURE TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. WINDOW UNIT FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CRAWL SPACE NA SEVERE (b) PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE. OF NEW YORK STATE,AND THE AMERICAN FOREST&PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAMILY DWELLINGS,2001 SBC HIGH WIND EDITION. SEAL: DATE: BASEMENT NA ( ) BASEMENT WALLS, FOUNDATIONS AND OTHER April 12, 2018 FIRST FLOOR 1263 CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) NOTE:ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS SECOND FLOOR 1317 OPEN FLOOR SPACE INC FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. THIRD FLOOR NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) PLYWOOD STORM PANEL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY BALCONY NA GRADE, EXCEPT GARAGE FLOOR SLABS SHUTTER DETAIL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROJECT N0: LOFT NA SHEATHING NOTES: SOF NEI,I, 2018-14 ATTIC (HOUSE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND Refer to General Nates for Panel ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST ,�P� 5 DEEB, rO,A DRAWN BY: ATTIC (HOUSE)(b) NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) fastener requirements. &PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL(WFCM)FOR ONE AND TWO �co �� ';'r" �0CMA DETACHED GARAGE NA FAMILY DWELLINGS,2001 SBC HIGH WIND EDITION. CHECKED BY: ATTIC (GARAGE)(a) 472 r` c"vii IX (1)SHEATHING TO BE NAILED TO CCA SILL C1 w BONUS ROOM NA PORCHES, CARPORTS AND STEPS EXPOSED TO (2)SHEATHING TO EQUALLY SPAN 1 ST AND 2ND FLOOR BOX BEAM 24 �Z JJD THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) �f1 rh,.•;r. SCALE: SCREENED PORCHES NA (3)SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (�` � � � SUNROOM NA All Construction Must Comply with Residential Code of NYS (4)SHEATHING TO BE NAILED TO TOP PLATE �,o n7?502 �� 1/4„ = V-0" DECKS PATIOS NA O�S51bNP SHEET NUMBER: COVERED PORCHES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa All Construction Must Comply with the Energy Conservation Code of NYS or Residential Code Chapter 11 NO SUBSTITUTIONS COVERED ENTRANCE 104 (a) AT 28 DAYS PSI All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- G- 1 POOL HOUSE CABANA NA (b) SEE TABLE 8301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Tie. No Substitutions are Approved or Authorized. UNCOVERED ENTRANCES NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) All Construction Must Comply with High Wind & Loads Design Criteria (8301) - 130 MPH Requirement (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) All Construction Must Comply with Wind Borne Debris Protection (R301.2.1.2 & BCNYS 1609) Due to the Relationships of Framing Hardware to the other Components of the Structure, any SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Framing Hardware Substitutions will Render These Plans Null and Void,and will Result in the DOB NUMBER: OF (a) WITHOUT STORAGE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. Installer/Contractor Assuming Responsibility for the Design and Performance of the Entire System. (b) WITH STORAGE ES J DEERKOSKI, PE @ DEERKOSKI + ARM DESIGN AND ENGINEERING DPC NOTE: ._... ,. . " .r. S o ,. # NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE DEMON "M ` C `"� DPC ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG h/"m ✓` WITH THE PLUMBING CODE OF NEW YORK STATE AND THE DEERKOSKI + ARM ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL DESIGN AND ENGINEERING DRC GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. 506 MAIN STREET WESTHAMPTON BEACH NY 1 1976 631-767-6071 CAR M S S S S @A O L.C OM 3" THROUGH ROOF 3" THROUGH ROOF 3" THROUGH ROOF OWNERSHIP & USE OF DOCUMENTS: ROOF a These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm 3•• Design & Engineering, DPC. No part thereof shall be copied, disclosed to 2" others or used in connection with any work or 3 project other than for which they have been prepared without written consent. 3» 3„ 2" 3' 2" 2., 2„ 2" 2" 2' 3" 2 ' 2 ' '31 WAS H E R SECOND FLOOR 2" 2 2„ 2„ 3„ 2 , 2 'P 3 2., 3" 3" 3LAUNDRY MASTER BATH GUEST SUITE BATH 3" 2" 2" 2» 2„ to 3 aw 7 2" FIRST FLOOR 3" 2" WORK NOTES: 3" POWDER ROOM KITCHEN 3' 3„ 3' 4" F.A. VENT 6" C.O. C.0. C.0. C.O. ABOVE GRADE C.0. , C.0. C.O. 4"C.O. 4" 4" TO SCDHS APPROVED SEPTIC SYSTEM 4" CI HOUSE TRAP PLUMBING RISER DIAGRAM (NO SCALE) PROJECT: PROPOSED RESIDENCE FOR JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 SOF NEW DRAWN BY: C_'�DEeR,r���p� CMA C9 � �s� * CHECKED BY: r siva w JJD m i �-. z SCALE- �2'25b2 SHEET NUMBER: pRU S Oap� G-2 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPG SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION IT S 2 0 DEERKOSKI + ARM USE A MINIMUM L TWO Sd NAILS THIS MTS 2 0 L DESIGN AND ENGINEERING DPC DOUG-FIR LARC / SU. 1� SIDE OF TRUSS. FASTENERSALLOWABLE LOADS LOAD o • • 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 LATERAL WITH TOTAL FOUR /• O o ° 631-767-6071 CARMBB6B@a AOL.COM MODEL GA UPLIFT UPLIFT CODE N0. TO TO TO AVG (133/160) NAILS" REF. Bd NAILS RAFTERS/ PLATES STUDS ULT. 133 F F NAILS INTO TRUSS °o TRUSS ( ) (160) 1 z ==-= SIMPSON ° PROVIDE (1) HGAIOKT ON OWNERSHIP & USE OF DOCUMENTS: ISO) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER These drawings and specifications including the PROPER INSTALLATION PROCEDURES ideas, design and arrangements represented •i__ therein, are the property of Deerkoski + Arm H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ _ Design & Engineering, DPC. _ No part thereof shall be copied, disclosed to DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) • ARTJ'x12 others Or used In connection with any work or TVD o (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER Bd NAIL / project other than for which they have been MODEL GA AVG Y CODE INTO {/ NO. AX. ICLEAR ULT. LFTA LFTA REF. PLATES °p o' •• ° prepared without written consent. WIDTTPAN L QTY DIA 11" 2" 2r 3" 3r 11" 2" 24" 3" 31" o EIGHT IN NAIL SP4 ° LFTA 16 2" 17" 381"16-1 od — 4200 1205 1400 5, 44, 85 STUD o DOUG-FIR LARCH / SO. PINE 00 FASTENERS Z ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 1 O x 1!" CODE 0 NO. 10d 10d x 14" ULT. REF. LSTA21 00 (133 / 160) (133) (160) 0 0 °' o MTS16 16 14-10d 14-10d x 1r 3116 1000 840 1000 3, 41, 128 0 0 ° o 0 MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ° •° 0 Simpson Strong-Tie 00 LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 HGA10 DOUG-FIR-LARCH Equal number of •o TYPE OF DIRECTION SO PINE CODE LFTA o MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. N0. TION FLOOR ROOF (133/ S p e C l I e n a l S I n • 100 125 160 each end Simpson Strong-Tie G 515 645 670 C S 16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "E" ART x,2 1 DETAIL "H" DETAIL "K" FH 515 645 670 �� MATERIAL (DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS�'7'9(DF/sP) (133) HOLDOWN HOLDOWN MODEL DEFLECTION CODE STUD LENGTH OF BOLT 2.3 DEFLECTION AT HIGHEST CNW- ACHIN AVG AT HIGHEST REF. COUPLER NUT NO. BASE BODY 4 ANCHOR 0LTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLECA CA ALLOWABLE HB SB W H B s0 CL DIA5•8DESIGN LOAD DESIGN QTY DIA 1r" 1 2" 1 2r" 1 3" 1 3r 5r LOAD WHEN RAISED OFF THE SILL PLATE /STU "— HD2A 16 12 4{b" 2J" 2J" 8" 24" 1" 1;' a' 2Lir 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 T2, 43, 82 I TAKE-UP WASHER MODEL DIMENSIONS FASTENERS rt(ol WABLE UPLIFT LOADSNO. AVG DF / SP CODE W L STUD PLATE ULT. 33) (160) REF. ARTg"X12 WORK NOTES: SP4 31W" 7r" -10d x 1r — 917 735 885 7, 40, 127 ° ARTJ'x12 MODEL GAELL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. NAILS 100 (133) (160) REF. LSTA21 2016-10d 05 1205 1295 7, 40, 90 °O° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 ° NO. GA W L NAILS FLOOR (133) (160) REF. ° 100 0 MSTA24 18 11" 24 18-10d 1025 1370 1640 7, 40, 90 0° MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. END SPACING REF. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) oo. OF ROLLIN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2TI" 7, 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE MODEL DIMENSIONS FASTENERS DNR1755 0. OADS NOTED. FAILURE TO COMPLY WITH ALL NOTES v HEADERS AVGIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION ° N0. GA W H B 1od 16d JOISTS UILT. 160) tOd 16d 1od tsd 10d 16d REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES ° Simpson Strong-Tie ALL LIABILITIES ON THE CONTRACTOR. ° LUS46 LUS46 18 3 4' 2 4-16d 4-16d 60761160 —1000 1150 — 1250 7, 40, 127 0° HUS210-2 14 1 3d" 9fl" 2 8-16d 8-16d 60762105 —1650 1900 — 2065 1, 36, 84, 122 DOUG-FIR LARCH INE BLE LOADS — MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE STU M OD GA ULT. (133/160) REF. 1T0 RAFTERS TO PLATES TO STUDS (133) 1 (160) F SIMPSON F2 160 TAKE-UP WASHER HGA10KT 14 4-SDS}"x1}" 4-SDS}"x3" 1523 435 435 1165 940 H6 Simpson Strong-Tie DETAIL "I" DETAIL "F" HD2A CNW- USE A MINIMUM OF COUPLER NUT TWO 8d NAILS SIDE OF TRUSS.THIS STU „— . . TOTAL FOUR 0 o SE A MINIMUM OF SIMPSON ed NAILS TWO 8d NAILS INTO TRUSS SDE OF TRUSS THIS MTS 16 MTS16 TAKE-UP WASHER PROJECT: y. • v . TOTAL FOUR ° HD2A 8d NAILS ARTJ'x12 INTO TRUSS • PROPOSED RESIDENCE 8 AIL ° FI FOR PLATES ° ANCHOR BOLTS JNS DEVELOPMENT EIGHT d NAD ° ° S P 4 .• • I) 8d NAI LID Simpson Strong-Tie P ATES ° DETAIL "A” ® "W- S COUPLEP, NUT SP4 II EUGENE'S ROAD H7 EIGHT / 8d NAIL INTO s U E, NEWYORK ORK STUD Simpson Strong-Tie SIMPSON SIMPSON 1000-97-7-26.216.2 TAKE-UP WASHER LFTA °: LSTA21 Strong-Tie °° HUS210-2 LFTA °°°° LFTA ° ° I DRAWING TITLE: ° ° • ° BP °°°°° II GENERAL NOTES I • SET: ISSUED FOR: DATE: I'D" " " PJ P • DETAILDETAIL G DETAIL LTP4 Simpson Strong-Tie I•• ROD SYSTEM ° LTP4 DETAIL "L" °o•°° LTP4 I DETAIL "C" SEAL: DATE: ° • °° ° April 12, 2018 Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY NO SUBSTITUTI❑NS Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROJECT N0: SHEATHING NOTES: All framing hardware shown on these plans, ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST unless otherwise indicated, is Simpson Strong-Tie, 2o1s-14 No substitutions are approved or authorized, NEVV DRAWN BY: LTP4 r� �► & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO PP o� E yo CMA DETAIL B FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. P CHECKED BY: LTP4 Due to the relationships of framing hardware to CO �61 s JJD (1 ) SHEATHING TO BE NAILED TO CCA SILL the other components of the structure, any framing r =a� SCALE: Simpson Strong-Tie LU - (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM hardware substitutions will render these plans �, z 1/4„ 1 -o° Floor-to-Floor Connections (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES null and void, and will result in the Installer/contractor spa 0r w�” SHEET NUMBER: (4) SHEATHING TO BE NAILED TO TOP PLATE assuming responsibility for the design and ARoPESs�o�'P� performance of the entire system, G-3 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC ° 1 dr,; 7L :. Dll &, E:INI01NCCR1Nr. Dill THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING DEERKOSKI + ARM JOIST DETAILS Plate nail-16d ALLOWABLE HOLES - TJI® Joists DESIGN ANo ENGINEERING DPC When sheathing thickness exceeds%", 0.135"x 3Yz" at IRC 502-7 requires lateral Load bearing or shear wall above INTERMEDIATE BEARING trim sheathing tongue at rim board ( ) Floor panel nail-8d must stack over wall below Min.distance from Table A Min distance from Table B 1y"hole may be cut 5116 MAIN STREET WESTHAM PTO N BEACH NY 1 1978 12"on-center restraint(blocking)at all ( ) NO LOAD BEARING WALL ABOVE Load bearing or shear wall No field cut Do not cut holes larger Web Stiffeners 2x stud wall at (0.131"x 24")at 6" 'g anywhere in web out- 63 1-767-6071 CARMB8BB Plate nail Plate nail-16d(0.135' x 3y') - intermediate su ort#in above must stack over wall notes In + . @AOL.CO M 16"on-center on-center PP ( than 1/z !n cantilever side of hatched zone required each side hatched Plate nail at A2W at 16"on-center* Seismic Design Categories Web stiffeners required below when present) zones Web Stiffeners required Do,D1,and D2 to Blocking panel each side at B3W Blocking Floor panel nail-8d(0.131"x 2Y") 1111 Nor OWNERSHIP & USE OF DOCUMENTS: panel at 6"on-center' each side at A3.4W strengthen the floor Blocking panel O O cut or notch flange. Attach panel 1Y"TimberStrand® LSL diaphragm. 2x4 minimum 6" 6" These drawings and specifications including the per code or squash blocks 9 P 9 Web Stiffeners required rim board.* ideas design and arrangements represented each side at A3._W specification O O g" L1 2 x Dt D1 Closely grouped round L2 2 x Lz Dz 6" 6" ' g g P Rim-to-joist 1 Toe nail-10d(0.131"x 3") B1 61 W minimum holes are permitted if minimum therein, are the property of Deerkoski + Arm nail 1/a"TimberStrand® LSL or 12" at 6"on-center (applies to all holes the group perimeter Design & Engineering, DPC. Toe nail ILevel®1Ya"rim board.* When sheathing thickness min. Y,s' End of joists at except knockouts) meets requirements for No part thereof shall be copied, disclosed to Toe nail 7 • For rim board thicker than 1%" centerline of round or square holes. Toe nail-10d(0.131"x 3") exceeds/ ,trim sheathing Web stiffeners DO NOT others or used in connection with any work or at 6"on-center* tongue at rim board -Attach TJI®Joist to rim board with one 10d(0.128"x3") support Table A - End Support cut holes in cantilever project other than for which the have been TJI®rim joist nail.To nail from TJI®'oist into rim board. required each side at P 1 Y Web Stiffeners 1 3 „ P 1 Minimum distance from edge of hole to inside face of nearest end support reinforcement. without written consent. For rim board thicker than 1 4 Install proper blocking to -Connect corner with four 10d(0.128"x3")nails.Toe nail B1W and B2W prepared required each side Must have 13/"minimum -Attach TJI®Joist to rim board with one 10d(0.128"x3") support all panel edges from side of parallel closure into rim board Blocking panels may be Blocking panels may be required JOIST Tilt ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE at Al W joist bearing at ends.Attach nail.Top nail from TJI@ joist into rim board. * q B2 B2 re uired with shear walls with shear walls above or below DEPTH z' 3 a" s" 6y" 7" 8%" 11" 13" 2" 3" 4" 5" 6Yz 7" 8%" 11" 13" Al Al W A2 A2W B3 B3W B4 rim joist per A3 detail. -Connect corner with four 10d(0.128"x3")nails.Toe nail See ILevel TJI0 Joist Specifier's Guide, #TJ-4000, and above or below-see detail 61 (See detail 131) 110 1'-0" 1'-6" T-0" 2'-6" F-0" 1'-0" 1'E" 7-6" T-6" 4'-6" 8@199 from side of parallel closure into rim board A3.4 A3.4 iLevel®Rim Board Specifier's Guide, #TJ-8000, for 9Y2„ 210 r-o" 1'-0" T-0" S-0" F-0" 1'-0" 7-0" 2'-15° 4'-0" 5'-0" W additional installations specifications and applications. z3o r-o" z'-o° r s" 3'6" 5'-6" 1'-0" 2'-0" 3'-0" 4'6" 5'-0° *Conventional construction code minimum for use with p pp 360 1'-6" 2'-0" T-0" 4'-0" 6'4° r-15^ T-6" 3'-6" 5'-0" 5'-13" A3 only. See the iLevel TJI®Specifier's Guide, #TJ-4000, , Nail through 2x-cantilever,wood backer and 110 1•-0° 1•-0" r-0" r-a' z'-s" 2'-6" 5'-0" r-0" 1-0" 1-6" 2'-15" 4'-6" 4'-6" 6,-0" A3W A3.1 eA3.2 A3.3 and the iLevel®Rim Board Specifier's Guide, #TJ-8000, 14'TimberStrand® LSL or iLevel®lk' Blocking TJI®joist web with 2 rows 10d 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 5'-6" 6%6" O O O forA3.1-A3.3 installation specifications and applications. 7 rim board.Nail to blocking panel 11/e z30 r-o" 1'-0" 1'-0" T-0" 3'-0" a-T 6-0" r-0" r-0" T-o" 3'-0" F-6" 5'-15" 7-0" p pP 6'-0"length of TJI®joist 8"diameter maximum hole for 11 Y8"- ® ® 1 with connections equivalent panel (0.148"x 3")nails at 6" 360 r-0" r-0" 1•s" 2'-6" 4'-6" 6-0" T-0" 1'-0.. r-a' r-6" 4'-0" 6'-6" 6'-T 7'-6° reinforcement and filler 16"deep blocking panels;6"diameter 14'TimberStrand LSL or iLevel lk'rim on-center,clinched.Use 560 1--0" 1'-0" 1'-6" T-0" 5'4" 5'-6" F-0" 1'-0" T-0" 3'-6" 6-0" T-a, T-6" 8'-0" block.Use 4'-0"length maximum for blocking panels 9%" board.Nail with 10d(0.128"x 3")nails, to floor panel schedule. Attach reinforcement to joist 16d(0.135"x 3y2")nails with 110 r-0" r-0" r-o" r-o" r-o" r-o" r s" 5'-0" r-o° r-o" r-o" r s° 3'6" 4'-0" s'-o° 6'-0° Web stiffeners 4'-0"length of 8 diameter maximum hole for 11/ - with 9Y"and 117/"TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2%") 3,"TJ 10 210 1'-0" r-0" 1'-0" 1A" 1-0" r-6" T-0" 6-13" 1'-0" 1'-0" T-a' z'-a' 4'4- 4'-15" 6'-15" F-6" Load from above required both 8"diameter maximum hole for 11%"- Y4 reinforcement 16"deep blocking panels;6"diameter joists. Do not cut flanges. nail at each corner flange widths. 14" 230 r-o" r-0.. 1.4' 1'-0" 1'-6" 7-0" 3'-6" 6'-6" 1-4' r-0" r-0" 2'-a' 4'-0" 5'-0" 7'-0" 9'-0" sidles at E1 W 16"deep blocking panels;6"diameter on one side at E2, maximum for blocking panels 9;Z" 360 r-o° r-o° r-0" r-0" 2'-6" T-0" 5'-6" 8'-0" 1'-0" r-o" r-0" z'-6" 5'-e" 6'-6" s'-a' 9'-6" maximum for blocking panels 9%" both sides a E3 deep or shorter than 12"long. Attach reinforcement to joist Horizontal blocking panels 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-o" 6'-0" 9'-0° 1%0" r-0" r-15^ 3'-6" 6'-6" 7-0" 9'-0" 10'-0" Yfi, deep or shorter than 12"long. Do not cut flanges. 14'TimberStrand# LSL ith one 8d(0.131"x V2) between each joist.Nail to top F1 applies to 210 r-o" r-o. 1-0" 1-c° 1-0" r-c" 1'-6" 3'-6" 6-0" 1-0° r-o" r-o" r-o" z'-s" 3'6" 6'-6" 8'-0" 10'-6- Y1 6" or iLevel®11/5"rim board. ail at each corner plate with connections equivalent uniformly 115" z3o r-0° r-0" r-0" r-o" r-o" r-o° 2'-a, a'-o" s's° r-o" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" T-o" s'-o" 1r-o° Do not cut flanges. E5 12"length of%" to floor panel schedule. loaded joists 36D 1'-0" r-0" r-0" r-o° 11 r-o° T-o" s'-T 9'-0" r-o" r-o" r-o" r o° a'-o" s-o" 9'-0" 10'-0" 1T-6" 1Y"TimberStrand® LSL reinforcement on only. 1'-11 r-0 r-o r o r-o r-o 3-o s's a-0 r-o r-o r-o r s 5'-o s'-o" 111'-0" 1r-o" 1z'-o" or iLevelm 1Y"rim board. Attach reinforcement to 12"length of%4' Wood 0�J� 560 " 12• 15" 17" 1 „ „ ' joist web with 3 rows 10d one side at E5, backer e a� a �� a" s" s' r• s" -2'- 12" 15" 17" 4" 5•• 6- T• 8•' 10" 11 0" 13'-6" both sides at E6 + e <I 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 10'-0' 1 Full depth vertical reinforcement on y <e o 1s" P <� 5 560 1'-0" 1'-0" 1'0" 1'-0" 1'0" 1-2 5'-0" 11,_0" 1-2 1'-0" 1'-6" 4'-0" 6'-6" 11'_0 12'_0" 14'-6" (0.148"x 3")nails at 6" one side at E7, <��` ca oa blocking between E7 , e < 360 r-o" r-o" 1'-0" r-o" r-o" r-o" z'-o" 7-0" 111,-5" r-o° r-o" r-o" r-o" r-s" a'-o" n'-s° 14'-0" 2x4 on-center,clinched.Use 2 both sides at E8 X12 �\�e� O��` 20" Attach reinforcement rows with 91 "and 11� " each joist a� <r 0 5511 r-o" 1'-0" r-o" r-o" r-o" r-o" r-o" T-o" 11-0" r-o° r-o" r-o" i,-o,, a'-o" 9'-6"1 12--6-114--15"116-15"1 squash blocks 2', a /a F1 ° <e�g l� x joist flange with 8d enter." ay�t� TJIsjoists. Less than 5" Less than 5" Table B - Intermediate or Cantilever Support x 2y")nails at 6"on-center. OUse 2x4 minimum squash blocks to 1Ya"Ti berStrandO LSL or When reinforcing both sides, Eq Minimum distance from edge of hole to inside face of nearest intermediate or cantilever Sul ort CS transfer load around TJI®joist iLevel 1Ys"rim board Face grain �a� stagger nails. O Not for use with 31/2"TJI@ joist flange widths E6 E8 * WEB STIFFENER ATTACHMENT JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE closure,typical. horizontal \ Gap • DEPTH TJI• E1 E1 E2 E3 X"minimum 2 K4'4' 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" 6Yz' 7" 8%" 11" 13" EXTERIOR DECK ATTACHMENT Option#1: 1 23/"maximum 110 r-s^ 3'-0" 4'-0" 7-6" 1'-6" 2'-6" 3'-6" 5-6" 6'-6" TJI®Joist blocking with end (1y"for TJI® 210 z'-0" 3 6° a'-s" 7'F" T-a" 3'-0" a'-o" s'-o" T-o" Structural exterior sheathing Applysubf/oor blocks installed at y joist-span 560,560D, ey z3o r s" 4'-0" 5'-0" 8'-0" T-15" 3'-0' a's° s'1° 7'15° Filler block:Attach with ten 10d 0.128"x adhesive to all locations using s47 joist) 360 a-o" s s° s's" s'-0" 3'-0" a'-s° 5'-6'-' 7 s° s'-o" ( 9 L Web stiffener each side. *With point load from above,install web 110 r-0" r-T 2'-6" 4'-0" a'-0" 8'-0" 1'-0" 1'-6" 2'f" 4'-0" 6'-6" T-0" 9'-0"3")nails,clinched.Use ten ith (2"TJI x Flashing contact surfaces two 8d(0.113"x 2%") See sizes below. p31 " nails from each side with 3 "TJI nails or stiffener tight to top flange(gap at bottom z10 r-o" r-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 7-0" T-0" 4'-6" 7-6" F-0" 10'-0" �) Y Flush bearing plate required. r Tight fit* 11�" 230 1'-0" 2'-0" T-13" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6" 5'-0" 8'4" 8'-6" 10'-0" Hanger height must joist flange widths. Use fifteen nails with Treated 2x_ Spa 2%"screws, 9 flange)when there is no support below. Maximum Ya"overhang .5< 360 z'-0" 3'-o" 4'-0" 5'-6" T-0" T-6" 11'-0" z'-o" 3'-6" 5'-0" T-0" 9'Fi" 9'-6" 11'-0" be a minimum of 60% TJI®joist depths greater than 16". ledger O` typical Nailing Requirements 560 r-6° T-0" 4,-15° 6-6•' 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6,-0" 8'-0" 10'-6" 1 T-0" 12'-0" Backer block:Install tight permitted at beam. 9 .y1 a 9 q ofjoist depth g P t< Depth Minimum Web to top mount(tight to � TJI Joist Series Number Nails 110 r-o" r-o° r-o" T-o" 2'-0" 2'-6" 4'-6" 8'-0" 1'-0" 1'-0" 1'-0" z'-s" 5'-0° s'-o" s'-o" 1r-o" (in.) Stiffener Size Type 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-D" 9'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'4" T-0" 10'_0" 12'-6" bottom flange with face See fastener 1 a"TimberStrand® LSL End Intermediate 14" 230 r-0° r-0" r-0" 7-0" 3'4" 3'-6" 5'-s•' 10'-0" 1'-0" 1'-0" 2'8" 4'-0" 6'-0" T-15" 10'-6" 13'-0" or iLevel®1Ya"rim board. 110 All 5/a"x 25/5" WORK NOTES: mount hangers).Attach table below.Maintain Option#2: 3so 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10,-0" 1r-o" 1a'-o" with ten 10d(0.128"x 3") ��`�. 2"distance(minimum)from 1 210 All Y4"x 2%15• 8d Sso r-0" r-0" 1'-15" 3'-6" 15-6" s'-6" 15'-6" 13'-15" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-15" 15'-0" To mount nails,clinched when `" 2x strapping Installed at/ „ 5 , P edge of ledger to fastener. 230&360 All / x 2/s' (0.113"x 2/") 210 1'-0" 1'-0•' 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-0" T-0" 1% 2'-0" 4'6" 5'-6" 9'-6" 12'-6" 15'-6" joist-span locations using two hanger possible. s31 &s33 All 1"x 2%s' 3 3 z3o r-o" r-0" r-o" r-o" r-s° z'-o" a'-o" s s° 10'-6" r-0" 1'-0" 1'-0" 2'-6" 5'-0-"Lf-0-110%6- 13'-0" 16'-0" Allowable Load/Factored Resistance(Ibs) �"screws per joist,typical 16" 360 1'-0" 1'-0" 3'-0" 4,-0" 6'-6" 10,_0" 13'-6" 1'-0" 1,-0" 2,-0" 4'-0" T-6" 8'-0" 13,_0" 14'_6" 17.0" Backer block Fastener 1�4"TimberStrand® iLevel®11 "rim board Option#3: 560&s47 All 2x4 16d 560 r-0" r-0" r-0" r-o" 2'-6" 3'-15" 1'-0" 1'-0" 3'6" 5'-6" s'-o" 111'-0° 1a s" 115'-0" 115'-o° Face mount �8 both sides of web LSL rim board (0.135"x 3y") hanger s "la bolt a00/630 N.A./N A. Directly applied ceiling a•' s" s" 7•' s" 10" 12" 15" 17" 4" 5" 6" 7" B" 10" 12" 15" 17" with single TJI® g 18" 4 4 • yz"lag bolt 475 1750 400/575(+) 360 r-o" r-0° r-o" 1'-15" 3'-0" s'-o^ s'-o" 15,-0^ r-0" 1,-15° a'-o" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" Web stiffeners required if sides of joist s When specified on the layout, one of 560D 20 2x4 16d 5 5 18" 560 1,-0° r-o" r-o" r-o" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 1 V-6" 16'-6" 18'-0" 20'-0" hanger do not lateral) support at With top mount hangers,backer block required (1)This factored resistance is with a/ gap between the rim board and deck ledger PB1 W 22" (0.135"x 3/") 6 11 3so r-o" r-o" r-0" r-o° r-o° 3'-0" s'-o" 11-0^ 15'S" r-0° r-0" r-s° 4'-0" T-o" 12'-6" 16'S" 115'-0" zr-o° H 1 9 Y PP H2 H3 LA • Allowable load determined in accordance with AC 124. O the above bracing Opt/Ons is required O 24" 6 13 20" O least 3/"of TJI®joist top flange O only for downward loads exceeding 250 lbs or for O • Corrosion-resistant fasteners required for wet-service applications. Sso r-0" r-0" r-0° r-a, 1'-a' r-s" 6-6" 12'-0^ 16'-0° r-a 1-0" T-0" s'-o" 8'-6" 14'-0° n's' 19'S" 20'-6^ uplift conditions. q PP Rectangular holes based on measurement of longest side • Holes may be located vertically anywhere within the web.Leave y"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. BEAM and COLUMN DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES • For simple span 5'minimum uniform) loaded joists used in residential applications,one maximum size round hole may be located TJh1+1 Rim Board 1y TJI@ Joists 110 210 230 or 360 560 P P ( )' y jo y iLevel TimberStrandt LSL Microllam@ Parallam® at the center of the joist span provided that no other holes occur in the joist. Nail Size 110,210, 360 and 1y" 9Y2"or 9Yi'or 14"or 9Ys"or 14"or 18"or 14"or 18"or and 230 560 1%" TimberStrand�LSL or wider LVL PSL Depth , 14 r 11/e" " • Distances are based on the maximum uniform loads from current iLevel s ecifier's guides,For other load conditions or hole 11/e" 11/s" 16" 1178'. 16" 20" 16 20" P configurations use iLevel®TJ-Bearre software or contact your Level representative. Sd(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+s " s " BEARING FOR DOOR BEAM TO BEAM BEARING AT 2x6 2x8 � 2x8+/ 2x6+Y" 2x8+Yz" 2x12+y" Two Two Two BEARING AT WALL 10d 0.148"x 3",12d 0.148"x 3y") 4" 4" 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 OR WINDOW HEADER CONNECTION CONCRETE WALL ( ) 14"TimberStrand® LSL orilevel®1%" 2) 6"12) cantilever 2x6 2x10 2x6+%" 2x10+%" zxs+Yz" 2x10+y" ALLOWABLE HOLES - Headers and Beams Strap per code if to late 16d(0.162"x 3y") 6" 6" 16" 6"t 8" 6" rim board or blocking for lateral P p p P Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable g is not continuous over (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms Stagger nails when using 4"on-center spacing and maintain Y8"joist and panel edge (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable support header / distance For other applications,multiple rows offastenersare permitted iftherows are offset atleastY2"and staggered Backer Block(1) 7.55E TimberStrando LSL Headers and Beams / (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). Detail F1 e " s " 3 / ( / or/ /, or/" 1"Net 2x6 2x8 2-02 2 x diameter of the / •Recommended nailing is 12"on-center in field and 6"on-center along panel edge. •14 ga.staples may be substituted for 8d(0.113"x largest hole(minimum) or H2) ('1)If necessary,increase filler and backer block height Por face mount hangers and maintain Ye"gap at top of joist,see detail W.Filler and Fastening requirements on engineered drawings supersede recommendations listed above. 2y")nails if minimum penetration of 1"into the backerblock lengths should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum forfdlerbiocks) Y depthI;r Allowed hole zone TJI®joist or rim board is achieved Top mount •iLevel recommends using a non-polyurethane subfloor adhesive on all contact points hanger ! between panels and floor framing. •Maximum spacing of nails is 18"on-center for O O _ Face mount Protect untreated TJI®joists. Joists must be laterally supported at o • • wood from direct •Nailing rows must be offset at leasty"and staggered. Header or Beam Maximum Round Column hanger contact with cantilever and end bearings by blocking panels, hangers,or direct attachment to Dem Hole Size 1 Safety bracing(1x4 94%9Y2" 3 L1 L2 L3 See current iLevel literature L4 concrete a rim board or rim joist. p for framing connectors a minimum at 8'on-center 6' 8" 8" Silent Floor@ joist framing ) ( 11y 11 8 3% on-center for TJI®110 Joists)and 14"-16"mid-span blocking joist with General Notes 4%hole zone " does not require bridging or extended to a braced end wall. See illustration for allowed MULTIPLE MEMBER CONNECTIONS E1 Fasten at each O FOR TOP-LOADED BEAMS(1) two 8d(0.113"x 2Y2")nails minimum • Allowed hole zone suitable for headers and beams with 1Y4"-Wide Pieces: (see WARNING). uniform and/or concentrated loads. • Round holes only PROJECT: • Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. • No holes in headers or beams in plank orientation. • Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. DO NOT bevel cut for 14"and deeper beams ELEVATED joist H2 Al • If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE beyond inside face Rim board joint Other iLevel® Trus Joist@ Headers and Beams BEARING AT nails,the number of nailing rows may be COLUMN CAP of wall. E2 between joists DO NOT overhang seat cuts Microllam® LVL and Parallam COLUMN reduced by one. on beams beyond the inside 1.3E TimberStrand® ®PSL LSL hole zone hole zone 2 x diameter of the Y3 depth PROPOSED RESIDENCE 3Y2"-Wide Pieces' A3 fare of support member, largest hole(minimum) /• • Minimum of 2 rows y"bolts at DO NOT cut,notch or drill 24"o.c.staggered t.. holes in headers or beams FOR d except as indicated in J N S DEVELOPMENT ' -` " '`' o I f o o illustrations and tables. (1)Load must be applied evenly across entire '�• °��"•:•7��- '•' .?'•r.'::;�: -� beam width.Otherwise,use connections for '�::' .�' :�::+�r' CS side-loaded beams. TJI@ rim joist Microllam® LVL and Verify column capacity Opti onal 14'TimberStrand® LSL Parallam®PSL Header or Beam Maximum Round EUGENE'S ROA D and beam bearing Additional nailing or bolting maybe non-shrink O y L3 or iLevel®1Y8"rim board. allowed hole zone Depth Hole Size L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout A2 middlespan 4%" 1" CUTE NEW YORK iLevel®literature. beams. Refer to current product literature. 5y2" 1%" 61 L1 d 1.3E TimberStrando LSL allowed hole zone d 7y,"-zo" z" 1000-97-7-26.2 H 1 See illustration for Allowed Hole Zone TJI@ JOIST NAILING REQUIREMENTS at BEARING 62 General Notes • Allowed hole zone suitable for headers and beams with uniform loads only. DRAWING TITLE: TJI@ Joist to Bearing Plate Squash Blocks to TJI@)Joist L5 B3 • Round holes only IA"TimberStrand® LSL or (Load bearing wall above) • No holes in cantilevers. iLevel®1Y"rim board. One 10d(0.128"x 3") O • No holes in headers or beams in plank orientation. nail into each flange P 154 Use 61 or B2 at GENERAL NOTES One 8d(0.113"x 2Y") intermediate bearings nail each side.Drive INSTALLATION TIPS with load bearing or �� N nails at an angle atr-- 1 Subfloor adhesive will improve floor shear wall from above least%"from end. End of joists performance,but may not be required. at centerline Joists are unstable until braced laterally SET: ISSUED FOR: DATE: 1%4'minimum bearing at Also see detail B2 of support - Braced end wall- Bracing Includes: end support;3%" minimum Squash blocks and blocking panels carry see note 3 under at intermediate su ort stacked vertical loads details 61 and B2. • Blocking • Sheathing • Strut Lines PP ( ) 1 WARNING • Hangers • Rim Board • Rim Joist Shear transfer:Connections equivalent to Packing out the web of a TJI®joist(with web 1 1 floor panel nailing schedule or is not a substitute for squash blocks or blocking panels. • � -'�' �. Rim to TJI®Joist 1Y"TimlberStrarl LSL or 3%"wide TJI®rim When joists are doubled at non-load bearing iLevel®11Y"rim board or joist:Toe nail with o 0 0 parallel partitions,space joists apart the width 3 ® ll fplumbingHVAC0 of the wall or . O . ' 1/"wide TJI rim joist: 10d(0.128"x 3") L4 SEAL: DATE: One 10d (0.128"x 3")nail nails,one each side 3)z"wide TJI® '* ' .'.• -- Exterior Deck DO NOT walk on joists DO NOT walk on joists DO NOT stack building into each flange of TJI®joist flange floor joist Additional joist at plumbing drop(see detail). o o LA until braced. that are lying flat. materials on unsheathed April 12, 2018 2 " 2 5 "wide TJI®rim ;,, Attachment Ys - /,s d; Structural INJURY MAY RESULT. joists.Stack only over joist:One 16d(0.135"x 3y2"wide TJI® o sheathing beams or walls. 3 3y")nail!into each flange rim joist o DO NOT use sawn WARNING NOTES: 1/"minimum bearing Tvi � ° lumber for rim PROJECT N0: Locate rim board joint between joists. op ° board or blocking, Lack of proper bracing during construction can result in serious ° accidents.Observe the following guidelines: 2018-14 BEAM ATTACHMENT at BEARING Protect untreated wood o as it may shrink 9 Shifted Additional from direct contact with See ALLOWABLE after installation. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI@ joists must be completely installed and properly nailed. DRAWN BY: joist Plumbing drop joist concrete 1%"knockouts ° 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 end wall. �F N EIN}� CMA r i TimberStrand® LSL engineered lumber. 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist �� ® at approximately . pEER Or iLevel 1Y"rim board. 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. �P 5 „•.: h� �f- CHECKED BY: 12"on-center _ ® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. � �; JJ D Js n. Pr � ���� �ol�� 6.The flanges must remain straight within 1/2"from true alignment. * -Q t, ✓ ,� •.,, Bearing plate to be r 11! W SCALE' Drive nails at an See framing plan(if applicable) flush with inside face m n , > " One 10d(0.128"x 3")nail each angle to minimize or iLevel®Framer's Pocket of wall or beamm 1/4" = 1 -0 side of member at bearing, 1 z" l Guide for minimum end and Silent F I o o r SUS1atINABV E 2 „� r„�y ` C7 splitting of plate �ffOi�55�1( A Weyerhaeuser,iLevel®,Microllam®,Parallam®,Silent Floor,TimberStrand®,TJI®,and Trus Joist®are registered tj' \ 2' ��' SHEET NUMBER: minimum from end intermediate bearing lengths. IN0l trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. �O 117 Certified fiber Sourcing do, w0w.0program.erg June 2010 Reorder TJ-4015 ..S This sheet is intended as a supplement to the level Framers Pocket Guide, which should be referenced for additional information. G-4 DOB NUMBER: OF JAMES J DEERKOSKI, PE OC DEERKOSKI + ARM DESIGN ANo ENGINEERING DPC FASTENING SCHEDULE :. TABLE R301.2.1.2 NYS IRC Windborne Debris protection BASED ON TABLE 8602.3(1) IRG2015 s, •� .m°I " FASTENINGSCHEDULE n %.:. P olr. Fastening Schedule for wood structural panels NAILING SCHEDULE ' .<� NOTE: MAILING REQUIREMENTS FOR ALL STEEL."ANGERS AND STRAPS TO BE PER MANUFACTl`1REWS ROOF .SHEATHING FASTENING SCHEDULEa,b,c,d,e Fastener Panel Span Panel Span Panel Span NUMBERANDTYP SRACINGAND DEERK❑SKI + ARM SPECIFICATION. 8d Common f0.1 31 x 2-1/2 inches) or Ring-Shank (0.15 x 2-1/2 inches) Type Less than or less than or less than Or DESCRIPTION OF FASTENER LOCATION DESIGN AND ENGINEERING D P C �q?y�. i y✓, equal to 4 feat equal to S feet equal to 9 feet FLOOR CONSTRUCTION T�OI'� (Except Where Noted) far Exposure 8, Enclosed Buildings, Roof Framing ` aced ROOFFRMING 506 MAIN STREET WESTHAMPTON BEACH NY 11976 631-767-6071 CARMBBBB@AOL.COM 24 it iche's o.c, or Less Not Wood screw 16 inches 10 inches 8 inches 4-8d BOX (2-t/2')OR BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION "`' �"�"°^� � �" � """ � � " `"" " ""` based anchor with 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL OWNERSHIP & USE OF DOCUMENTS: Roof Fosterling Zone 2 inch embedment on center on Center on center CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,BTJILT-UP GIRDERS AND BEAMS 20d COMMON 32"O.C, DIRECT' �� SI1eCltll�rig-t+�-CaII�I�'�• OVOrht�Cl�� lenght 3-8d COMMON These drawings and specifications including the CEILING JOISTS NOT ATTACHED TO PARALLEL Ideas, design and arrangements represented BRIDGING TO JOISTS 8d COMMON 2 EACH DiRECT END Wind _ 3 RAFTER LAPS OVER PARTITION TABLE 8802.5.1(9) EACH LAP 9 g p sented FLOOR CASTS TO SILL C)It GIRDER R Sd Roof End-Wall I"�'C m"Ingg (eaves) No 10 Wood screw therein, are the property of Deerkoski + Arm COMMON 3 TOE MAIL '" ., ,, w ...,,.,.....-...___.....,.... . ....n,.. CEILINGJOiSTSATTACHED TOPARALLEL PARTICLEBOARD Llh1IDERIAYMENT Ibd ANNULAR THREADED �6"O.cC DIRECT EDGES Velolrt based anchor with 16 inches 12 inches 9 Inches RAFTER(HEEL TABLE R802.5.1(s) EACH LAP Design & Engineering, DPC. 1 2 3 2 3 2 3 2 inch embedment an center on center No part thereof shall be copied, disclosed to 1.2"O.C. INTERMEDIATE (3-Second Panel on Center fi COLLAR TIES 4-1 BOX (3' OR Gust) I C I nr w o- „Fasfi t, q,.., -(inchesng Schedulo , .,„.,<,,.,A.A,<on center) lenght OR 1-1/4" 2D RIDGE STRAP 3-10d COMMON FACE NAIL TO EACH RAFTER others or used in connection with any work or PARTICLEBOARD SUB FLOOR(RATED O.S.13.) 8dCOMMON "+ , DIRECT EDGES T r F r o >o„ > project other than for which they have been RAFTER TO TOP PLATE 3-10d COMMON OR 2TOE NAILS ONONE SIDE AND prepared without written consent. /B"-•GREATER 12"O.C. INTERMEDIATE Supported panel 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE PLYWOOD SUB FLOORING Yid COMMON OR 6d ANNULAR 6"O.C. DIRECT EDGES+ 6 a.Thi table is based art 130 ultimate design wind speed and a 33-fiat mean roof height OF EACH RAFTER OR TRUSS (112--LES OR SPIRAL THREADED 12"O.C. INTERMEDIATE '150 f�lp tftg end and edges � b.fasteners shall be Installed at opposing ends of the wend structural panel, I`x/32"-314 8d COMMON OR 6d ANNULAR V O.C.DIRECT EDGES+ Fasteners shall be loc-ateda minimum nr 1 inch from the edge of the panel. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL ►DOt'feI field 3-10d COMMON OR SPIRAL THREADED I2"O.C.INTERMEDIATE � � � „�v � �, ,,-,,, � r , m, . nr�y�._ c.Anchors shall penetrate through the exterinrwall covering WM an embedment length of 3-1 BOX OR 1 Od COMMON OR I1d RING SHANK tr"O.C. DIRECT EDGES+ Support: pane not lessthan 2 inches Into the building frame. Fasteners shall be Ionated not lessthan 2-16d COMMON END NAIL OR 8d ANNULAR QIP SPIRAL THREAD 6"O.C.INTERMEDIATE 6 6 <6 6 6 2-1/2lInchesfrom the edge ofconcxetblock orconcrete. (11r CSR LESS) 16 GAGE GAL1/kWIRESTAPLES 4"O.C. EDGES i 2� �iPhl�1� end � edges d.Where scrw4sareattached tomasontyormasonry/stucco,they hail be attached WALL FRAMING 3/R".MINIMUM CROWN, I SM"LENGTH 7"O.C:. INTERMEDIATE using vibration-resistant anchors having a minimum Ultimate Withdrawal capacity of 1 COMMON ?/32" AND 51$" 16 GAGE'GALV.WIRE.STAPLES 2, 112"O.C, EDGES AND Panel field d � � � 1.5001Aounds $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"Y 0.18 24'O.C.FACE NAIL ( ) r,. °A...>R .,,.>,,,,<��� >,«, r» .> > . r,>m,,, ,, „-.,w„ ,,,,.q,,,, q . ,,,» .,.,-._°,>°.n,,, .,>�b .> - „> ». �„,.�q ,,.» STUD TO STUD AND ABUTTING STUDS AT 1 BOX 3/ "MINIMUM CROWN,' 15/8" LENGTH 4-O.C, INTERMEDiATE Supported panel `� INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x0.1 16"O.C. FACE NAIL () r1ph grid and edges b 6 6 6 6 Exterior glazing in buildings located in Wood-Borne debris regions shall 1 Q BUILT-UP HEADER 16 "COMMON 16"O.G. FACE NAIL ALONG EDGES '� be Protected from wind home debris. 5-sd BOX(2-1/2%0.113-)WALL CONSTRUCTION �t1C1eI field �� �� � Glazed opening protection shall meet the Large Missle test ASTM E 1996 11 CONTINUOUS HEADER TO STUD 5-8d BO coMMON TOE NAIL and the ASTM E 1#1116 as modified in IRCsection 301.2.1.2.1 BUILDING ELEMENT t�IAIL OR STAPLE TZE AND TYPE NUMBER AND LOCAii « � » � >„ � �� Gairage door glazed Opening Protection for wind borne debris shall meet 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"1 x 0.162) IV O.C.FACE NAIL a. Specific gravity (Ga) of lumber cited panels sha!1 be 0.42 Car greater. ANISI/DASMA 116. Areas within hurricane Prone regions:within 1 mile DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAILON EACH SIDE OF END STUD TO SOLE PLATE Bd COMMON OR 4 TOE NAIL OR b< For Exposure B and a 2-foot overhang of the coastal high water line were the ultimate design wind speed is 1� SIESMIC BRACED WALL LINE SPACING<2V 12-16d BOX JOIST)MIN 24-LAP SPLICE LENGTH) l did COMMON .2 DIRECT NAIL 1301 miles per hour or greater. DOUBLE TOP PLATE SPLICE SDCs A�2 WITH FACE NAIL ON EACH SIDE OF END STUD TO TOP PLATE. 16d COMMON 4 TOE NAIL OR C. For fl dion roof height 3 feel or less. 12-18d(3-1/2'x0.13s� 2 DIRECT NAiL Gable A. EXCEPTION: SIESMICBRACED WALL LINE SPACING>25- JOIST)MIN 24"LAP SPLICE LENGTH) d. Gr, h �voll height of fi Fehr or less from Ic►p floor ceiling to roof peak. 1sd COMMON 3-1/2` O DOURC9OLIfaI E STLlI3S I tDLI COMMON 12"O.0 DIRECT Woad Structural panels with a minimum of thickness of 7/16 inch 14 BOTTOM PLATE TO JOIST.RIM JOIST,BAND JOIST ( ) R 16 O.C. FACE NAIL EI SUDS 100 COMMON Ir24"C.C- DI DIRECT '6- PrCaVide adequate uplift hardware at bergs-to-'4 all connections. Such connections ns Ore beyond the and a maximum span of 8 feet shall be Permitted for opening OR BLOCKING(NOT AT BRACED WALL) 16 BOX(34re) 12"O.G. FACE NAIL scope of this publicolion. protection.Panels shall be Precut&Predrilled to cover the glazed openings BOTTOM PLATE TO JOIST.RIM JOIST.BAND JOIST 3-16d BOX 3 EACH 16'-O.C.FACE NAIL 5C�L1=.PLATE T4�JOIST OR BLC�'4.141I`��u 1+Gd CC}Ml''�IfJP`+I 16"�.E:.. Y with attachment hardware Pi�Vlded In the table below. 1� OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16`O.C.FACE NAIL INTERIOR-BRACED WALL SOLE PLATE TO 16d COMMON 12"0.., f. When Wind speed is 114 mph or greater and when median roof height is between 25 and 35 feet, withal all Panels and store in a clean dry areae the house. PARALLEL MISTS use fid ring-shank nails (1 ,135 x 2-1/2 inches) within 48 inches of gable end walls. Attachments shall d provided a in accordance with the table 1 fi 3-Isd BOX END NAIL DOUBLE TOP PLATE 10d COMMON If"O.C. DIRECT WALL (IRC Toble P602.3(1), footnote p TOP OR BOTTOM PLATE TO STUD 216d COMMON as fall lows: TOP PLATE LAPS 10d COMMON 2 DIRECT NAIL g« `�/ben wind ,peed is 1(�0 mph Or greater, bloc panel edges perpendicular to gable-end-wall 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-104 BOX FACE NAIL DIAGONAL BRACE " O STUD AND PLAT Sd COMMON 2 EACH DIRECT BEARING framing member in the first two boys of framing. locking shall be spaced a maximum of 216d COMMON INTERIOR-BRACED WALL TOP PLATE 10d COMMON I2"O.C. 4 feet O.C. 3-8d BOX WORK NOTES: TO OiST OR BLC.1�'}�.II'`+1C � FfOmIL° CcaP�strraoPr'Oi� �{7>rrtD+Ol� ��tibrt «���) 1$ 1 BRACE TO EACH STUD AND PLATE FACE NAIL 2�d COMMON TAIL BEAM'S TO HEADERS(WHERE NAILING IS 20d COMMON I EACH END 4 SQFT« h= 1 Cid rirtg•sticrrak nails (0.146 x 3 inches). MIN. UNIFORMLY DISTRIBUTED L.L. PERMITTED (USE HANGERS UNLESS NOTED FLOOR.AREA i. Blocking not required. USE LIVE HEADER BEAMS TO TRIMMERS(CRIPPLES) 20d COMMON I EACH END 3 St'FT, LOAD (WHERE NAILING IS PERMITTED FLOOR AREA Uninhabitable attics Without storage 10 CONTINUOUS HEADER TO STUD Sd COMMON 4 TOE NAIL Uninhabitable atticswitlt limited storage 20 CONTINUOUS HEADER,TWO PIECES I fief COMMON 16" Q.C.DIRECT" FIGURE 1 FLOOR FRAMING Habitable mics&attics served wlih*ed stair 30 ROOF FASTENING ZONES FOR WIND UPUF1 Balconies(exterior)and decks 40 4fid BOX ROOF AND CEILING CONSTRUCTION UCTION Zones 1,2 and 3 shown below indicate areas of the roof thai may have different fastening requirements. JOIST TO SILL TO LATE OR GIRDER- PER JOIST-TOE NAIL PP 3-Sd COMMON Fire escapes 40 RIM JOIST,BAND JOiST OR BLOCKING TO SILL OR TOP 8d COMMON BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION / �"""<- W�sll lire �_,.., ,m Guards and Handralls 200 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL 3 Overhang Wall rine 1 3 C3verhang Goble end wnli S overfre�rl9 CEILING OiSTS TO PLATE 161d COMMON 3 TOE MAIL � t i k x - "" "" `�' X Guard in fill components 50 23 BLOCKING TOJOIST 2-10d BOX EACH END CEILING JOISTS LAPS OVER PARTITION) 10d COMMON 3 DIRECT NAIL 2 C)verllcartg I�M I .1a � 12 IDverl11ar1g` rr n 12 t7rerllnngq a 24d COMMON _.� ; _. .a._W, M r h 5a .�a,.,..-. �„�.. ..-M�...,.,,,.,..,. .�. :_.. -, ,._�.�. -.;.� _,. .,.: .��. .-��;,:. passenge ve icle garages 4-18d BOX CEILING JOISTS(.PARALLEL TO RAFTERS) 1 QCI CQI"d1I`7ON 4 DIRECT NAIL MIN, a#I �� �2 4 ��� �s~t� c�,5 3 � 2 � :3 3 1 2 y�-� ,� Kontos other than sleeping reams 40 2 BLOCKING TO SILLOR TOP PLATE 3-16d COMMON TOE NAIL TRAY CEILINGS COLLAR BEAM 10d COMMON 3 DIRECT NAIL ri � 1 ' �_ � � � ` `' sl I moms 30 2 l i , c , IP R9 255 2" PLANKS(PLANK&BEAM FLOOR 6 ROOF) 316d COMMON AT EACH BEARING,FACE NAIL ROOF RAFFER TO PLATE Sd COMMON 3 TOE NAIL �j �. 2 2 �~'ti ;� �, � i; ;€ � I ( � i; Stairs 40 4-1Od BOX ROOF RAFTER FEIN.TO RIDGE CE I ice COMMON t 2,TOE NAIL OR DIR. ('MAIL � �� 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER.IOIST JACK RAFTER TO HIP 10d COMMON OR 3 TOE NAIL OR l � ` , �r� � 't, rc I I 3-16d COMMON 16d COMMON 2 DIRECT NAIL 10d BOX 24"O.C.FACE NAIL TO OP&BOTTOM ALLOWABLE DEFELECTION OF ALLOWABLE 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES STRUCTURAL MEMBERS DEFLECTION WALL AND ROOF SHEATHING i' ? °0 I I � i 28 LEDGER STRIP SUPPORTINGJOISTSORRAFTERs 4-16d BOX EACH JOIST E ACE NAIL A�1 ( ( I c , Rafters having slopes greater than 3/12 with 316d COMMON H R RAFTER F no finished cel attached to rafters Ul$0 BUILDING ELEMENT NAIL f R STAPLE SIZE AND TYPE NIIIvIRER AND LOCATIOI<I ${ 2 1 s 2 2 1 2 it 2 1 2 2 1 1 I 2 ., trrterporwallsand partitions H/1110 29 BRIDGING TO JOIST 210d BOX EACH END, TOE NAIL ,� " ,w 11 I i i I E' O 0 ;€ € I I sl Q 112 FIBERBOARD SHEATH NG 1 1/2 GALVANIZED ROOFING 3 O.C. EXT EDGE., 6 C.C. c�€ ;" I I,`,o, tea,., r car ;€ I i r� � Floors and ceilings U36c NAIL OR 6d COMMON N,AIL'OR II>ITERMIATE �� ; I I � i; I � � � l SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND " ! All other structural members L/240 PARTICLE BOARD WALLSHEATHING TO FRAMING PROJECT: 16 GAGE STAPLE 1113 LO`1'>,1CC ;; !� I � 1 l �; i I � � a r �� ITH 7116"MINIMUM CROWN Exterior walls with stucrmfinish H/360 SPACING OF FASTENERS 25132" FIBERBOARD SHEATHING 1 314'"GALVANIZED ROOFING 3"O.C. EXT.EDGE,6"O.C. ,�°� ca � � _ €I j j I �' Exterior walls-wind Ioads/britleInishes U240 DESCRIPTION OF NUMBER AND TYP BUILIDNG ELEMENTS INTERMEDIATE ROOFSHEA-FI•IING NAIL OR Od COMMON NAIL OR INITRMEDIATE }j : � 2 °��� 2 `* 1 !� :� I � l Exterior walls-wind IaadsJtlexiblefinishes U140 OF FASTENER PANELEDGES SUPPORTS GABLE END WALL.FRAMING 16 GAGE STAPLE 1 112"LONG '� 2 14` , 2 I� 1 L= length H�paR height Sd COMMON(SUBFLOOR,WALL) A 'J1TI I 7116"MIN.CROWN ,,�' •� 1, ; I rQ 3/8 1/2 Sd COMMON(ROOF) 6 12 6 PROPOSED RESIDENCE GYPSUM SHEATF III�«IG 12 GAGE 1 114 LARGE HEAD 4"O.C.EDI`' ED F,B-O.C. 't- -Ia_ ' #a] ' 114 €I 2 �, A FOR CORROSION"RESISTANT INTERMEDIATE _ _ ._. . _.�_. .___.___.__ _ -�_ ._ �. _ t ._. _ ._.____. I_�_. ..�. L�_�, WOOD HEADER SCHEDULE S1 19/32"-1" 8d COMMON 6" 12" 6" PARTICLEBOARD ROOF�c WALL:SHEATHING 16d COMMON 6"O.C. DIRECT`EDGES AND -�_•�--- 2 serllcarlg � _ I2 Overhang! �2 Gverharrg, � NOMINAL LUMBER SIZE: PANS: J N S DEVELOPMENT 1 P "Olt LESS I2" O.G.INTERMEDIATE .>. -�R r -A EXTERIOR WALL WOOD STRUCTURAL PANELS 3 pverhnng .Wall lens 3 C verh Ing - -Goble Cable end ural �3 Overhang 1 (51$"OR GREATER) 8d COMMON °6"O.C.DIRECT EDGES AND 1 (2)2X6 UP TO 3-W TO RESISTWIND PRESSURES 12" O.C.INTERMEDIA.TE W�lltine - EUGENE'S ROAD (2)2X11 3-0 TO 6-0 PLYWOOD ROOF&WALL SHEATHING 6�d COMMON b"O.C.DIRECT EDGES AND i #stone a=4 ft im m co 1'11 of leod building width or 0.�rl $bustding Wgh1,whichever{s, ,ales, not less thou either 4 WOOD WALL NAILSPACING CUTCHOGUE NEW YORK g MINIMUM NAIL MIN WOOD I r OR LESS 12"O.C. INTERMEDIATE ral least 1;61ding width or 3 Pi. (2)2X10 6'-0'TO V-0' STRUCTURAL PANEL STUD 1000-97-7-26.2 NAIL SIZE PENETRATION STRUCTURAL SPACING EDGES FIELD (19132" OR GREATER) Fad COMMON 6"O.C..C. DIRECT EDGES AND (2)2X12 9"-1! TO 101-W PANEL SPAN RATING THICKNESS 12"O.C.INTERMEDIATE (I r2-OR LESS) 16 GAGE GALVANIZED WIRE 4"O.C. EDGES AND - POSTS SHALL BE 4X4(NOMINAL) 84(22V COMMON111 IL 1.76E INCH 24/16 1/2" 16" O.G. 6" 12" DRAWING TITLE: STAPLES,`318" MINIMUM 6"O.C. INTERMEDIATE CROWN,LENGTH OF 1"PLUS 'NOTE:ALL SIZES CALLED OUT ON ANY OF PANEL THICKNESS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THE FOLLOWING DRAWINGS WILL INTERIOR GYPSUM WALLBOARD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SUPERCEDETHIS SCHEDULE. 14132"Apra s/8" SAME AS IMMEDIATELY ABOVE 2 112"O.C.EDGES AND GENERAL NOTES ( ,� CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. GYPSUM BOARD FRAMING SPACING OF FASTENERS 5"O.C. INTERMEDIATE "NOTE:USE(3)2x HEADERS AT ALL 2x6 GYPSUM BOARD APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS SHINGLES,WOOD I«dO« 14 BRCS GAGE CORROSION 2 EACH BEARING NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS EXTERIOR WALLS THICKNESS FRAMING SPACING NAILS SCREWS TOWOODFRAMING RESISTANT FOR EGRESS AND THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. WEATHERBOARDING Sd CORROSION] RESISTANT 2 EACH BEfa,RINC, 1/2" CEILING EITHER DIRECTION 11V O.C. 7" 12" SdCOOLER NAILS SET: ISSUED FOR: DATE: IRG TABLE 8802.6.1 9 WALL EITHER DIRECTION 1600.0. 8" 16" SHEATHING NOTES: ( ` „ CEILING EITHER DIRECTION 11V O.C. 7" 12" fiidCOOLERNAILS TABLE 8302.6 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST RAFTER/CEILING.IOIST HEEL CONNECTION 5/8 WALL EITHER DIRECTION 16*O.C. DWE111NG-GAR 8302.6GE SEPARATION & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 8" 16" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. RAFTER RAFTER GROUND SNOW:20 PSF SEPARATION MATERIAL SLOPE SPACING TYPE K AT 1-7/4'LONG fid COATED NAILS Of (1) SHEATHING TO BE NAILED TO CCA SILL ROOF SPAN Jr/$�+ GARAGE CEILING 16.00 >�^ B" EQUIVALANTDRYWALLSCREWS BENEATH PERPENDICULAR SCREWS SHALLCOMPLYWrrH FROM THE RESIDENCE AND ATTICS NOT LESS THAN I/2"-INCH GYPSUM OR (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM HABITABLE ROOMS IRCSEGTION R7023.5.1 EQUIVALENT TO THE GARAGE SIDE (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 12 FT 20 FT 29 FT 36fT SEAL: DATE: f ROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM (4) SHEATHING TO BE NAILED TO TOP PLATE A. ULTIMATE WIND SPEED:140 MPH. NAILS FOR ATTACHING ROOF SHEATHING TO GABLE ENDWALL FRAMING SHALL BE SPACED V O.0 April 12, 2018 BOARD NUMBER OF 16D COMMON NAILS FOR A MINIMUM 41111"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS.AND 4*ON CENTER TO GABLE END WALL FRAMING STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD 3:12 16'O.C. 5 9 10 13 USED FOR SEPARATION REQUIRED BY IRC-R302.6 For SI: 1 inch=25.4mm, 1 foot=304.8mm, 1 mile per hour=1.609km/h. PROJECT N0: 4.12 16'"O.C. 4 6 4 10 a.All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing 2018-14 GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD and sheathing connections shall have minimum average bending yield strengths as follows: 80 ksi(551Mpa)for DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 5.12 16"O.C. 3 5 6 8 shank diam.of 0.192"(20d common nail) 90ksi(620 Mpa)for shank diameters larger than 0.142"but not larger DRAWN BY: EXTERIOR WALLS THAT ARE WITHIN THIS AREA than 0.177",and 100 ksi(689Mpa)for shank diameters of 0.142"or less. �pF NEIN Y \ CMA 7:12 16"O.C. 3 4 5 6 Q�. rD E e6, G b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. � '� 5 .• k � CHECKED BY: OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY aj } c 'f' c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. �. ' WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE 9:12 I6.O.C. 3 4 4 5 p pp p g ik Q `y JJD PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA d.Four-foot-by-8-foot or 4-foot-by-9-foot panelsshall be applied vertically. r � r:� � � 12:12 16"O.G. 3 3 4 F4 e. Spacing of fasteners not included in this table shall be based on Table R602.3(1). w SCALE: WIND DESIGN SUBJECT TO DAMAGE FROM f.For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching y e, z 1/4" = 1"-0" DECK LEDGER TO BAND ,`JOIST CONNECTION IRC TABLE R507.2 plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end ..Z�: GROUND WIND SIESMIC AIR MEAN THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE O 0725 q, SHEET NUMBER: WINTER ICE FLOOD SNOW SPECIAL walls if mean roof height is more than 25 feet up to 35 feet maximum. ,o JOIST SPAN SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL BOTTOM HI THE ATTIC SPACE. FOR CEILING JOISTS For regions having basic winds speed of 100 mph or less nails for attaching wood structural panel roof sheathing SS 0�¢ CONNECTION LOAD (MPH) EFFECTS DEBRIS CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP LOCATED HIGHER IN THE ATTIC THE HEEL JOINT g g 5 P p g P g G-5 REGION ZONE DEPTH CONNECTION SHALL BE INCREASED AS FOLLOWS: to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph, DETAIL <6' 6"°i"TO V V1"TO 10" 10'1"TO 12- AS"1"TO 14' 14'1"TO 16' 6'•P"TO 18' MODERATE nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 1/2"DIA.LAG SCREW W 23" 18" 15' 13" 11" 10" 20 LBS 130 NO NO NO B SEVERE V-0" 15 YES NO 1500 or less 52.2 H C/ H F HEEL JOINT AJDUSTMENT FACTOR 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. $1/2"MAX.SHEATHING TO HEAVY h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard M.WITHIN I MILE OF THE COASTAL HIGH WATER LINE WHERE THE UUMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 1 /3 1•fi sheathing shall conform to ASTM C 208. DOB NUMBER: OF 1/2"DIA.THRU BOLT 36' 36" 34" 29" 24" 2Y IT 1 /4 1,33 i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at &1/2"MAX.SHEATHING 1 /5 1.25 all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported JAMES J DEERKOSKI PE by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges © D E E R K O S KI t A R M DESIGN AND ENGINEERING D P c LEDGERS SHAD BE-FLASHED 1 /6 1.20 perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. LAG SCREWS SHALL BE STAGGERED PER IRG R607.2.1(1) Floor and roof perimeter shall be supported by framing members or solid blocking. .;;�„ , ., DO "" Arzm ® D DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1975 SSTB28 MINIMUM SSTB ANCHOR REQUIREMEW794 631-767-6071 CARMBBSB@a AOL.COM WOOD STRONG- SLAB ON GRADE- GARAGE CURB IMBED LINE WALL MODEL (CORNER AND STEP-DOWN END) AT HEADER, FIELD NAIL THRU SUSE 3/8 PLYWOOD/OSB SHIM UNDER FULL LENGTH GARAGE HEA OWNERSHIP & USE OF DOCUMENTS: AND METAL STRIP WITH lOd C❑MM❑NHEHING (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8' GLB SW16 STRAP WHEN HEADER IS 3-1/8 GLB SW22 SSTB28 PRE-INSTALLED NAILS OR 16d SINKERS AT LOCATI❑ S N❑TEI 4' 4" MINIMUM SIZE SHALL BEI SEE DET. 4 These drawings and specifications including the NUT AND HDQ8 HOLDOWN MARKED BY PAINTED DOTS LOAD PATH DESIGN AND 4 x 12 DFL SW18 PLATE WASHER DETAILS ABOVE HEADER T 3 1/8 X 12 GLB ideas, design and arrangements represented a ,.•. _ therein, are the property of Deerkoski + Arm ••4' SW24 SSTB2� T❑�OF PANEL BE PROVIDED BY OTHER ALTERNATE HEADERS ALLOWED, 4 Design & Engineering, DPC. SW32 �o SEE ICC REPORT. 10 ga. STRAP-SEE No part thereof shall be copied, disclosed to SW48 ¢ others or used in connection with an work or :." ' � � project other than for which they have been NOTESI ALL THREAD R Q o° ° ° °o _ prepared without written consent. 1. ADDITIONAL APPLICATIONS MAY USE z 1 ° ° ° _ SHEATHING TO HEAD THE SSTB WHERE THE DEMAND UPLIFT COUPLER NUT---,z-,-- FORCE IS LESS THAN THE ALLOWABLE BEARING PLATE W/ ° ° 3 SEE DET " SSTB LOAD SHOWN IN ICC-ES ESR-2611, WITNESS HOLE SDS 1/4 x 2 1/2' _ °° ° ° ° °° FIELD NAIL lOga STRAP SWP 2. SW18X8, SW24X8, SW32X9, VISIBLE FOR SCREWS PROVIDED LL_~ ° ° TO POST & HEADER SW48X8/9/10 UNDER SEISMIC LOADING MAY INSPECTION HEADER FOUNDATION WITH WALL. ° ° WITH (10) lOd COMMON T❑P PLATES OF STRONG-WALL (DESIGN BY OTHERS) USE SSTB28 WITH NO LOAD REDUCTIONS. ADER (BY OTHERS) NAILS OR (10) 16d SINKE MAXIMUM UPLIFT FOR ALL OTHER MODELS 5/8' DIAMETE STRONG-WALL POST. °° °° 1/2' SHIM IS PROVIDED -VI H NAILS AT TOP AND BOTTOM SHALL BE LIMITED TO 10,085 LBS. (WIND ANCHOR BOLT ° ' ° ', STUD SHOE NOT o o WALL, BUT IS NOT REQUIR OF EACH STRAP, SLAB NOT AND SDC A&B), AND 8,475 LBS. (SDC C-F). I �: ' SHOWN FOR CLARITY. o o SDS1/4'x6' SCRE SHOWN a: ° ' FOR a:. . 3. FOUNDATION DIMENSIONS ARE FOR ° a' o o .o PANEL SHEATHING NOTEI CLARITY •4• a. ANCHORAGE ONLY, F❑UNDATI❑N DESIGN �. . " : POSITION HEADER FLUSH ' • SDS 1/4' X 6" SCREWS ' (SIZE AND REINFORCEMENT) BY OTHERS. a' ° AGAINST STR❑NG-WAL THE REGISTERED DESIGN PROFESSI❑NAL • n ' a, ' • ° : ' •.•.'° °o o° PERIMETER METAL SHEATHING, MAY SPECIFY ALTERNATE EMBEDMENT, Q d .• '•a o ° U-CHANNEL ' •' ` •` FO❑TING SIZE OR ANCHOR BOLT. '� a° ° 4• SEE ICC-ES ESR-2611 FOR ADDITIONAL " ' • A °o o° 4-4M - SSTB INFORMATION. . a ° w W, SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE QL (DESIGN BY OTHERS) MIN. HEADER SEE FULL LENGTH GARAGE HEA SINGLE PORTAL SYSTEM 5 6 1" MAXIMUM DIAMETER HO E (DESIGN BY OTHERS) DOUBLE PORTAL SYSTEM DETAI SWP SWP OR IN FRAMING MEMBERS, ON Y MINIMUM SIZE SHALL BE, 6 x 12 DFL ONE HOLE PER MEMBER, SHEATHING 5 1/8 X 12 GLB \ �. ALTERNATE HEADERS ALLOWED. 4 '• SEE ICC REPORT, 10 go., STRAP-SEE j ���. A ews \ 3 LSTA24 STRAP CM �) 1 ��SII / LSTA24 STRAP (M AT BEAM TO POST MIN, HEADER SEE 1 / I AT BEAM TO POST CCS WORK NOTES: SHEATHING TO HEAD �/ 8' MIN• 16' 4' /\ DETAI 5 6 I�/ \' �jl I " TYP L❑(ATI❑N OF H❑ 3 SWP SWP /� 8 MIN. 16 4 SEE DET m HEADER SUPPORT POST (MAX) DIA, HOLE THROUGH CENTERLINE I / (DESIGN BY OTHERS) 7/8 (MAX) DIA, / (3)-LTP4 AT SUPP I �\ 16 4 MAX—. I \ ' m OF POST, ONLY 1 HOLE PER / 11\� II m �HEAT�ING HOLE IN POST IN CROSS HATCHED AREA T❑P PLATES OF STRONG-WALL POST T❑ STRONG-WA L I I /�II POST m m m m m (TYPICAL EACH P❑ST> � \� � �/ \' /���I III1' (MAX) SDSl/4'x6' SCRE HEADER SUPPORT P❑ '\ I� _� STHD10 HOLE THROUGH CENTERLI (u j (DESIGN BY OTHERS) I " I // I I / ��I • HOLDOWN (MIN•) ❑F BLOCKING COLUMN BASE (DESIGN BY ❑THE COLUMN BASE a•a+ sti* 5 (DESIGN BY OTHERS) a. . a .• ••: .: . 4 •� 53/' •` , 5.75" PORTAL WALL SECTION 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" & 22" PORTAL WALL OPENINGS 9 5/8' DI SSTB28 OR NOTE MUDSILL A. SWAB7/8 ALL NECESSARY HARDWARE, PAB7 SSTB28 ❑ FOR PANEL INSTALLATI❑N IS 1, STRONG-WAL?' SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PAB7 ® REFER TO THE CURRENT SIMPS N PRE-ATTACHED OR PROVIDED. 'SIMPSON STR❑NG-TIE COMPANY INC.', SWAB7/8 C-SW CATALOG FOR TEMPLATE HOME ❑FFICEI 5956 W. LAS POSITAS BOULEVARD, PLEASANTON, CA. 94588 SLAB ❑R CURB AND EXCEPT FOR TEMPLATE AND SIMPSON SURROUNDING FOUNDATION SELECTI❑N CHART, ANCHOR BOLTS, TELT (800) 999-5099, FAXI (925) 875-0826 STRONG-WALL NOT SHOWN FOR CLARITY 'SIMPSON STRONG-TIE COMPANY INC." IS AN IS❑ 9001 REGISTERED � e TOP OF - COMPANY, '' : .a.• CONCRETE a - • • ��. .:• .• ' 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE '. H❑LDOWN ANCH❑R • b — -- TO THESE DRAWINGS AND THE STRONG°-WALL INSTALLATION GUIDE. �:'' •� MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED PROJECT: a .•, .. '+A'• ': . SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON • •". R THESE DRAWINGS AND THE INSTALLATI❑N GUIDE SHOULD ONLY BE •a: :a,`; , r�•.� ': " ••'• :'s ".':'.: MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. a :''.. s ° Y '': •.' FULL LENGTH GARAGE HEA THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED "`• r • MUDSILL ANCHORAGE. PER DETAILS 5 & 6 INSTALLATI❑N PROCEDURES IS THE SOLE RESPONSIBILITY OF THE a Y ~ NOT SHOWN FOR CLARITY SWT EXTERIOR TEMPLATE REQUIRED MOISTURE DESIGNER• REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATI❑N. a. FOR 2x FORM BOARDS CONTENT IS 19% OR LESS ' ( ) PROPOSED RESIDENCE AT TIME OF INSTALLATION 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, '°x "'' ~ ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR FOR 11 THE STRONG-WAIL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY v K� = SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, J N S DEVELOPMENT PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR �`� Kv �� �`� S = WALL LENGTH MINUS 7 �'4' " Co TO CONSTRUCTION. SEE TABLE BELOW FOR 5/8 DI GARAGE HEADER ROUGH OPENING HEIGHT z W DIMENSIONS MUDSILL A• SSTB28 OR MODEL H CURB W/❑ SHIM)K WITH SHIM)K w 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL EUGENE'S ROAD SSTB28 0 SWA37/8 SW16x7x4 0- IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE CUTCHOGUE NEW YORK FOUNDATION PLAN VIEW SWAB7/8 SW16x7x6 6 71-Om 7'-0 1/2 = z: PROJECT DRAWINGS. H = 13 Y2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' LD 1000-97-7-26.2 H = 19 ' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' FOUNDATION DIMENSIONS FOR STRONG—WALL °° SW22x7x4 7' 7'-1' 7'-1 1/2' 0 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL ANCHORAGE ro SW22x7x6 � BUILDING OFFICIAL. SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD SW16x8x4 " o, ALLOWABL W de 6# 81-Ox 8'-0 1/2 w 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE DRAWING TITLE: CONDITION E UPLIFT (In) (in) SW16x8x6 ¢ LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER (lbs) SW22x8x4 7" 8'-1' 8'-1 1/2' z LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN 11,900 27 9 N SW22x8x6 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. Li CRACKED '" CONCRETE )K 1/2" SHIM PROVIDED WITH WALL GENERAL NOTES 7 L 13,100 29 10 Q 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM 7/8' DIAMETER SEISMIC 12,500 24 8 SWTI INTERIOR TEMPLATE < OF THE STRUCTURE, DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING ANCHOR ROD SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL UNCRACKED 13,100 25 9 (FOR 2x4 ABOVE CONCRETE) SEE 9-SWP FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SHEET SWO FOR DESIGNER. SET: ISSUED FOR: DATE: Le(In 6,200 16 6 ALLOWABLE ti MODEL # L(In) ) OPENINGS 8. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE -- CRACKED 10,000 22 8 5/8' DI .. SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR PAB7-18 18 11 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 6. I: •° 9• ALL HARDWARE CALLED OUT IS SIMPSON STR19i�iG-TIE, WIND SWAB7/8 BY OTHERS �: ' .• PAB7-30 30 23 6,400 14 6 ` : �. 4 '' •.''' ro •d - Y2 9,300 18 6 e 4 . .. �° ...r ". A' ° 4 ... SEAL: DATE: UNCRACKED P. ' s PAB7-36 36 Y2 12,500 22 8 e ` ` ' April 12, 2018 NUT 13,100 23 8 --- - GARAGE PORTAL WALL TABLE ` N❑TES+ ASSEMBLED o. 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME MODEL W NUMBER ❑F NUMBER OF H❑LD❑WN WALL PROJECT N0: H (IN) T (IN) FASTENERS IN MUDSILL ANCHOR o PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 SWTPF TEMPLATE SET UP (IN) WEIGHT 2018-14 BOTTOM OF WAL ANCHORS BOLTS (tbs) ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH (FOR PLYWOOD PANEL FORMS) DRAWN BY: ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. TOP OF SW16x7x4 16 78 4 -SDS 1/4x6 2-5/8'0 2-7/8'0 90 NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F, DETACHED CONCRETE SW16x7x 16 78 5 3/4 -SDS 1/4x6 2-5/8'0 2-7/8'0 112 SOF NEWY CMA 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS• SW16x8x4 16 90 4 -SDS 1/4x6 2-5/8'0 2-7/8'0 95 �Q �J�EeRO,Q CHECKED BY: SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4. :.; 0 PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. SW16x8x 16 90 5 3/4 -SDS 1/4x6 3-5/8'0 2-7/8'0 120 * s� JJD W22x7x 22 78 4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 95 r i�i'' C( SCALE: 4, FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION w ,. DESIGN (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN SEE SHEET SW2 FOR STACKED W22x7x 22 78 5 3/4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 117 c� � � w 1/4 = 1 -0 NOTES, PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR STRONG-WALL ANCHOR BOLT W22x8x 22 90 4 0-SDS 1/4x6 2-5/8.0 2-7/8'0 105 �J, `x , . `°`' c� SHEET NUMBER: 1. SEE 11-SWP FOR DIMENSIONS AND ADDITIONAL ANCHOR BOLT. REQUIREMENTS. " " c� o�?5q W22x8x 22 90 5 3/410—SDS 1/4x6 2-5/8 2-7/8 130 4 NOTES, 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611. 'ORO 10NP`' ANCHORAGE - TYPICAL SECTIONS 10 ANCHORAGE SCHEDULE 11 STRONG-WALL® TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 NOTES 14 G-6 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC A"k ®U15A O W\15 LL DEERKOSKI ARM DESIGN AND ENGINEERING DPC 5136 MAIN STREET WESTHAMPTON BEACH NY 11978 631-767-6071 CARMBB88a@AOL.COM SEE SHEET SW2 F ORF'STAC ED SEE SHEET SW2 FOR STA( ED STRONG-WALL REQUIREMENTS. STRONG-WALL REQUIREMENTS, PAB7 PAB7 FACE OF STRONGSIM1/2' OWNERSHIP & USE OF DOCUMENTS: SON SLAB OR CURB AND WALL PANEL These drawings and specifications includingthe STR❑NGPWALL SURROUNDING FOUNDATION HDQ8I H❑LD WN ideas, design and arrangements represented Ib NOT SHOWN FOR CLARITY therein, are the property of Deerkoski + Arm / Design & Engineering, DPC. ` PRE-INSTALLED NUT AN Y PRE-INSTALLED SDS1/4'x6" a ° • ° •' + HDQ8 H❑LD❑WN PLATE WASHE SCREWS No part thereof shall be copied, disclosed to _ " •!•• a :•' •••••••:•'.::. :.:•:. :•:`': H❑LDOWN ANCHOR Y ° M 1 .•' others or used in connection with an work or III= II—IIr===11II «:' NUT AN project other than for which they have been ;." ; a • : , a PLATE WASHER ALL THREAD R WITNESS HOLES FLOOR J❑IST prepared without written consent. a�• • • .�•, �r.,' •• i •'• '�"�: ' COUPLER NUT COUPLER NUT / VISIBLE FOR INSP, ! (DESIGN BY OTHERS) a a °.. : • '• ': ALL THREAD R FL❑OR SHEATHING 1 1/4"-1 1/2' RIM ST MUDSILL ANCHORAGE, ' NOT SHOWN FOR CLARITY WITNESS HOLES • VISIBLE FOR INISP, &I BLOCKIN SIMPSON LTP / PER DET AI 5 FRAMING ANCH❑ ,,,1, ,.., BEARING PLATE W/ CUTOUT SUBFLO❑ SW1 (DESIGN BY OTHER I SDS1/4x2 1/2:" TO ACCEPT SCREWS (2) 3,5x6,5x3/8 MI ALL THREAD ROD ° BLOCKING, SAME SIZE & MATERIAL �� �� �� r� BEARING PLATES S = WALL LENGTH MINUS 73/4' I ':;_ COUPLER NUT AS RIM JOIST, STITCH NAILED T❑ SEE TABLE BELOW FOR : ' ` . 5/8 DIAMETER (3) 2x4 SQU " ' ' RIM JOIST W/ 3 ROWS OF STRONG-WALL P❑ ''''• ' • ' ' "' ANCH❑R B❑LT •:': , . :.'• SILL PLATE AND ANCHOR ° DIMENSIONS BLOCKS (MIN.) OR ••. WITNESS H❑LES (DESIGN BY OTHERS) d•. lOd x 2 1/2 LONG AT 3' O.C. (STUD SHOE NOT SHOWN}'•' .:::•!;' SOLID BLOCKING " ' " ::' ': - . •. HORIZONTAL FOUNDATION PLAN VIEW FOR CLARITY) '' '• " "• 4 1/2 LENGTH MIN. � •" '•� �' • -• ' ' � VISIBLE FOR INSP. : . '•• .: H = 13 32' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10" BLOCK STOPS HERE CONCRETE STEM WALL H = 19 )�' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN cle = 10' FOUNDATION DIMENSIONS FOR STRONG-WALL (DESIGN BY OTHERS) ANCHORAGE SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD CONDITI❑N ALL❑WABL W de E UPLIFT (in) (In> STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 Clbs) 11,900 27 9 CRACKED 7 L 13,100 29 10 7/8' DIAMETER SEISMIC 12,500 24 8 ANCHOR ROD UNCRACKED 13,100 25 9 ROOF FRAMING CRIPPLE SHEAR WALL, (BY OTHERS) 4x SHIM BLOCK BLOCKING AND STRAP PAB7 Lein 6,200 16 6 BY OTHERS MODEL # L(In) ) 10,000 22 s A35 FRAMING ANCHOR, Ll (DESIGN BY OTHERS) :.. CRACKED .: '• . • Ib PAB7-18 18 11 �2 12,900 26 9 LTP4 SPACING DBL, TOP PLATES BY OTHERS .� 13,100 27 9 WORK NOTES: •• ''•• �, ••';••' •� '°;,�•.• ' , _ PAB7-24 24 17 � WIND ATTACH SDS SCREWS a PAB7-30 30 23 6,400 14 6 7/8" SH 7 TO SHIM BATTACH D LOCK SCREWS '�• TO BLOCKING A. = 9,300 18 6 SEE DE .SW1 FOR ° UNCRACKED ' '• s PAB7-36 36 12,500 22 B OTHER SHIM C❑INDITIONS ADJACENT ADJACENT FRAMING 13,100 23 8 FRAMING BY OTHERS BY OTHERS 61 NOTESI STRONG-WALL TOP PLATE 0 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME RAKE WALL 4x SHIM BLOCK ,fV �V O PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 CRIPPLE WALL ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH SDS1/4'x6' SCREWS ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED, 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. 2. OUT OF PLANE LOADING EFFECT 2. OUT OF PLANE LOADING EFFECT 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION DESIGN 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN NOTES: PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, F❑❑TING SIZE OR 1. SEE 2-SW1 FOR DIMENSIONS AND ADDITIONAL NOTES. ANCHOR BOLT, 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC—ES ESR-2611, ANCHORAGE - TYPICAL SECTIONS 1 ANCHORAGE SCHEDULE 2 TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. & RF WALLS 7 CRIPPLE WALL ON STD & RF WALLS 8 MINIMUM SSTB ANCHOR REQUIREMENT s3 5/8' DI NOTE, SEE SHEET SW2 FOR STA( ED WOOD STRONG- SLAB ON GRADE- SLAB EDGE SSTB28 MUDSILL A. SSTB28 OR ALL NECESSARY HARDWARE STRONG-WALL REQUIREMENTS, WALL MODEL (CORNER AND MIDWALL) ° SWAB7/8 FOR PANEL INSTALLATION, S 1. STRONG-WALE SHEARWALL IS MANUFACTURED AND TRADEMARKED BY EMBED LINE SSTB28 O ® 'SIMPSON STRONG-TIE COMPANY INC.', SW16 ,, SWAB7/8 REFER TO THE CURRENT SIMPSON ---} PRE-ATTACHED OR PR❑VI • SSTB28 SW22 CORNER MIDWALL ENDWALL C-SW CATALOG FOR 'TEMPLATE —i EXCEPT FOR TEMPLATE AND HOME ❑FFICEI 5956 W. LAS P❑SITAS BOULEVARD, PLEASANT❑N, CA 94588 SW18 \ $ / SELECTION CHART, ANCHOR BOLTS, TELT (800) 999-5099, FAXI (925) 875-0826 /// SSTB28 �` 'SIMPS❑N STRONG-TIE COMPANY INC.' IS AN ISO 9001 REGISTERED EMBED LINE SW24 TOP OF SW32 s • ° CONCRETE s _ : COMPANY. SW48 ° #4 REBAR ` 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE ° 3'-5' FROM - � TO THESE DRAWINGS AND THE STRONG-OWALL INSTALLATION GUIDE, } ° ° NOTESI a �, • d. ° a TOP WHEN SEE SHEET MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED PROJECT: a' LTABLE APPLIES TO SINGLE STORY WOOD - REQUIRED SEE SHEET, SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON A STRONG-WALL APPLICATIONS (STANDARD ° SWO FOR SWO FOR THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE AND RAISED FLOOR) ON CONCRETE FOUNDATION a ALLOWABLE ALLOWABLEMADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER, F❑UNDATI❑NS, TWO-STORY STACKED (DESIGN BY OTHERS OPENINGS OPENINGS THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED ° APPLICATIONS MAY REQUIRE HIGH-STRENGTH INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE ANCHORS (DESIGNED BY OTHERS), NOTESI SWT EXTERIOR TEMPLATE = DESIGNER, REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATI❑N, 2. ADDITI❑NAL APPLICATI❑NS MAY USE THE 1.SSTB MAY BE USED WHERE THE DEMAND SSTB WHERE THE DEMAND UPLIFT FORCE IS UPLIFT FORCE IS LESS THAN THE (FOR 2x FORM BOARDS) PROPOSED RESIDENCE SEE SHEET SW2 FOR STA( ED 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, LESS THAN THE ALLOWABLE SSTB LOAD ALLOWABLE SSTB LOAD SHOWN IN ICC-ES ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR FOR SHOWN I IN ICC—ES ESR-2611, ISTRONG—WALL REQUIREMEN S. ESR-2611. THE STRONGROUGH SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY J fV S DEVELOPMENT FOUNDATION DIMENSIONS ARE FOR 2. FOUNDATION DIMENSI❑NS ARE FOR SHALL BE BROUGHT TO THE ATTENTI❑N OF THE PROJECT ARCHITECT, ANCHORAGE ONLY, FOUNDATION DESIGN ANCHORAGE ONLY, FOUNDATI❑N DESIGN PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR ' (SIZE AND REINFORCEMENT) BY OTHERS, (SIZE AND REINFORCEMENT) BY OTHERS, TO CONSTRUCTION, THE REGISTERED DESIGN PROFESSINAL MAY THE REGISTERED DESIGN PR❑FESSINAL MAY 5/8" DI . MUDSILL A• STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL EUGENE'S ROAD F❑UNDATI❑N SPECIFY ALTERNATE EMBEDMENT, F❑❑TING SPECIFY ALTERNATE EMBEDMENT, F❑❑TING SSTB28 OR 4, THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG—WALL (DESIGN BY OTHERS) SIZE OR ANCHOR BOLT, SIZE OR ANCHOR BOLT. SSTB28 O SWAB7/8 STANDARD STRONG—WALL MODELS IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE CUTCHOGUE, NEW YORK 4, SEE ICC—ES ESR-2611 FOR ADDITIONAL 3. SEE ICC—ES ESR-2611 FOR ADDITI❑NAL SWAB7/8 PROJECT DRAWINGS, • NUMBER OF H❑LD❑WN ASSEMBLED 1000-97-7-26.2 SSTB ANCHORAGE (SLAB ON GRADE) 9 SSTB ANCHORAGE (GONG. STEM WALL) 1 MODEL �✓ H (IN) T (IN) MUDSILL ANCHOR WALL 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL o� SET UP (IN) ANCHORS BOLTS WEIGHT BUILDING OFFICIAL, (lbs) ---' --"'—' SW18x8 18 93 1/4 3 1/2 2-5/8"0 2-7/8'0 85 6• THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE DRAWING TITLE: LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER SW24x8 24 93 1/4 3 1/2 2-5/8"0 2-7/8'0 91 LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN TOP ❑F SW32x8 32 93 1/4 3 1/2 2-5/8"0 2-7/8'0 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, CONCRETE SW48x8 48 93 1/4 3 1/2 3-5/8'0 2-7/8'0 149 7, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM GENERAL NOTES SW18x9 18 105 1/4 3 1/2 2-5/8'0 2-7/8'0 94 OF THE STRUCTURE, DESIGN OF THE BUILDING'S 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 2ND FLOOR R (FOR 2x4 ABOVE CONCRETE) SW32x9 32 105 1/4 3 1/2 2-5/8"0 2-7/8'0 128 FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 6 6 STRONG-WALL SW48x9 48 105 1/4 3 1/2 3-5/8'0 2-7/8'0 165 DESIGNER. SET: ISSUED FOR: DATE: SW1 Sw1 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 5/8' DI SW32x10 32 117 1/4 3 1/2 2-5/8'0 2-7/8'0 134 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR MUDSILL A. SSTB28 OR SW48x10 48 117 1/4 3 1/2 3-5/8"0 2-7/8'0 171 SUCH CHANGES, SSTB28 ❑ SWAB7/8 SW24xl2x6 24 141 1/4 5 1/2 2-5/8"0 2-7/8'0 187 SWAB7/8 SW32x12x6 32 141 1/4 5 1/2 2-5/8"� 2-7/8'0 201 9. ALL HARDWARE CALLED OUT IS SIMPSON STRING-TIE, SW48x12x6 48 141 1/4 5 1/2 3-5/8"0 2-7/8'0 256 RAISED FLOOR- STANDARD e RAISED FLOOR STRONG-WALL MODELS SEAL: DATE: STRONG-WALL STRONG-WALL e NUMBER OF NUMBER OF H❑LDOWN AX. WALLApril 12, 2018 MODEL W 1ST FLOOR _ _ - SET UP (IN) H (IN) T (IN) FASTENERS IN FASTENERS IN ANCHOR WEIGHT 3 STRONG-WALL OTTOM OF WAL TOP OF WALL BOLTS (lbs) SWi SW18x8-RF 18 93 1/4 3 1/2 13-SDS 1/4x69-SDS 1/4x6 2-7/8'0 85 PROJECT N0: 4 SWTPF TEMPLATE W24x8-RF 24 93 1/4 3 1/2 16-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 91 swl ALL M 2018-14 (FOR PLYWOOD PANEL FORMS) W32x8—R 32 93 1/4 3 1/2 20—SDS 1/4xfl —SDS 1/4x6 2-7/8'0 116 DRAWN BY: ST ONG-WA L AS EMB OF W48x8-RF 48 93 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8'0 149 M❑ E NUMBER ❑ ❑ AL q� CRETE SW18x9-RF 18 105 1/4 3 1/2 13-SDS 1/4x6 -SDS 1/4x6 2-7/8'0 94 OF NEw CMA •. .` :• �G Y CHECKED BY: a: : • .. IN) T (IN) MUDSI L H W24x9-RF 24 105 1/4 3 1/2 16-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 101 ` ,`Q'� pEFR O ° AN �l ) W32 —RF 32 105 1/4 3 1/2 20—SDS 1/4xfl —SDS 1/4x6 2-7/8"0 128 ` � s�'� JJD •' ' " ' - ° •` •° A W48x9-RF 48 105 1/4 3 1/2 28-SDS 1/4x@ -SDS 1/4x6 2-7/8"0 165 1k ,� f � SCALE: SLAB ❑N GRADE SW3 1/4 3 1/2 2— / " 7f8."#� 16 SEE SHEET SW2 FOR STA K W24x10-R 24 117 1/4. 3 1/2 16-SDS 1/4xfl -SDS 1/4x6 2-7/8 0 111 WOOD FLOOR SEE SHEET SW2 FO STAG ED WOOD FLOOR STRONG—WALL ANCHOR BOLT W32x10—R 32 117 1/4 3 1/2 20—SDS 1/4xfl —SDS 1/4x6 2-7/8'0 134 .�;, _,,, q? SHEET NUMBER: ISTRONG-WALL REQUIREMENTS, REQUIREMENTS, W48x10-R 48 117 1/413 1/2 28-SDS 1/4x@ -SDS 1/4x6 2-7/8'0 171 07 5q2 t��' SINGLE STORY STRONG-WALL® STACKED STRONG-WALL® STRONG-WALL: Ram s�oN��e G_7 11 12 STRONG WALL TEMPLATES 13 WALL SPECIFICATIONS 14 NOTES 15 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS ENERGY NOTES € X < . ARM ia F-iGl*EER €NC1All construction shall comply with the 2015 International Energy Conservation DVC Construction Gude. The authority having jurisdiction shall be permitted to determine 5 M an energy efficiency program to exceed the energy efficiency required by this code. DEERKOSKI + ARM 2. A permanent certificate shall be completed by the builder and.posted on a wall DESIGN AND ENGINEERING D P C in the space where the furnace is located. Certificate shall comply with IRG N1101.14 506 MAIN STREET WESTHAMPTON BEACH NY 1 1976 631-767-6071 CARMBE3E3E3 AOL.COM 3. Attic or crawl space access shall be weathetstripped and insulated to a level equivalent to the insulation on the surrounding surFaces. OWNERSHIP & USE OF DOCUMENTS: 4. Installation-the components of the building thermal envelope shall be installed in accordance These drawings and specifications including the with the criteria listed in table 402.4.1.1 Where required by code official,an approved third party ideas, design and arrangements represented shall inspect all components and verify compliance, therein, are the property of Deerkoski + Arm INTERIOR CONDITIONED INTERIOR CONDITIONED INTERIOR CONDITIONED Design s Engineering, DPC. SPAGE� SPAGE _ SPAGE--- b. Testing-Building or dwelling unitshall be tested and verified having less than others part thereof shall ec copied, disclosed to ROOM ABOVE GARAGE ROOM ABOVE GARAGE ROOM ABOVE GARAGE MANUFACTURED THIN- q ng by an approved third early. others or used in connection with any work or CAVITY INSUL ON CAVITY INSUL ON CAVITY INSUL ON ore equal to 3 ACH50 In CZ 4A,5,6A. testi shall be conducted other than for which the have been PROFILE ATTIC project Y WOOD FLOOR TRUSS ____ -_ i1vWVENTED AIRSPACE WOOD FLOOR TRUSS __- __ WOOD FLOOR TRUSS VENTILATION BAF prepared without written consent. ASSEMBLY ASSEMBLY _= ASSEMBLY ATTIC INSULATION 6• Ducts-Supply and return ducts in attics shall be insulated to a minimum of R-#0 War greater WWAACAVITY INSULATION - NWAA CAVITY INSULATION -- CAVITY INSULATION (FULL WID in diamer,and R-6 @ duds less than 3" in diameter. 1 1/2"RIGID INSULATIO 1"RIGID INSULATION 1"RIGID INSULATION 6a. Duct Sealing-Duds,air handlers and filter boxes shall be sealed, -- TR 1 1/2"RIGID INSULATIO - - 1"RIGID INSULATION - = 1"RIGID INSULATION 7. DUCtteSting-Ducts shall be pressure tested to determine air leakage by an approved third path/, CONTINUOUS BEADCONTINUOUS BEAD CONTINUOUS BEAD 2x2 SLEEPERS 16"OC 94442x4 SLEEPERS 16"OC OF SEAL OF SEALANT 1x3 SLEEPERS 16"OC OF SEAL 8. Building cavities shall not be used as duds or plenums. INTERIOR CONDITIOND INTERIOR CONDITIOND 1"RIGID INSULATION INTERIOR CONDITIOND 1 1/2"RIGID INSULATION 1"RIGID INSULATION SPACE SPAC-E GARAGE GARAGE SPACE 9. Mechanical system piping insulation carrying fluids>105 F degrees or< F degrees shall � - INSULATED DEMISI INSULATED DEMISI INSULATED DEMISI GARAGE (� OF SEALANT CONTINUOUS BEAD (UNCONDITIONED SPACE) (UNCONDITIONED SPACE) (UNCONDITIONED SPACE) \u1 be insulated with R Minimum. 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL 10. Mechanical ventilation-Shall meetthe requirements ofthe IRG/IMG. 11. Equipment sizing- Per ACOA manual S,based on loads calculated per ALGA Manual J as provided by a third party HERS Rater. 12. Lighting-A minimum of 75°/16 of permanently installed Tixtures must have high-efficacy lamps 13. All HVAG,Plumbing&Electrical systems shall most the IRC chapter 11 Energy efficiency, International mechanical code, international energy conservation code. It shall be the responsibility of the General contractor to submit THIN-PROFILE ATTIC EAVE BAFFLE AND VENT in detail the design,calculations,drawings,written statements of the mechanical, AIR BARRIER AT GARAGE BAND JOIST H 1 1/2"RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST//1"RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST/11"RIGID INSULATION air conditioning,ventilation, heating systems(new,existing or upgraded) WITH 2x4 SLEEPERS WITH 1x3 WOOD FURRING WITH 2x2 WOOD FURRING - 5-01003 stamped by aprofessional engineer if required by the Owner or Building Dept. Green BuildingAdvisor.com Scale: _ 5-01001 Green BuildingAdvisor.com Scale: 5-01002 GreenBuildin Advisor.corn Green corn Scale: 5-01004 0BuddmpGreenLLC2008 1 - 1'-0" ® g 1"= 1'-0" g Scale: 1 ' - 1'-0' alterations r renovation:shall comply with IECG 2015 BudOin Green LLC 2008 ®BuiltlingGreen LLC 2000 ®BuimingGreen LLC 2008 14. Additions,alte do 0 Unaltered portions of the existing building is not required to comply with this code. 15, Minimum.one Programmable thermostat shall be provided for each separate heating and cooling system in accordance with section N1103 Control Systems. WORK NOTES: INSULATED EXTERIOR 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance STUD WALL with Table R402A.1.1. Apply afresh bead of caulk the and bottom late PROVIDE BLOCKING AT TILE SURROUND ISH pp y p STUD CAVITY AT SHOWER immediatly prior to installing interior gypsum wall board. AT EXTERIOR WALL (2) LAYERS RIGID CONTINUOUS BEAD OF INSULATION SEALANT CEMENT BACKER BOARD INSTALL 1"RIGID INSULATION1±2 CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER VVITH EXPANDING FOAM SEALA 1"RIGID INSULATION MAINTAIN EQUAL VENT ROUGH CUT AROUND TILE SURROUND FINISH EXPANDING FOAM SEALANT FOR LENGTH OF RI VENTILATION CHUTE VENTILATION CHUTE CEMENT BACKER BOARD AT PERIMETER OF STUD CAVITY INSULA T -AIR SEAL PERIMETER ATTIC INSULATION INSULATED EXTERIOR VENTED AIRSPACE WITH EXPANDING STUD WALL PROVIDE INSIDE FOR H INSTALL 1"RIGID ATTIC INSULATION FOAM SEAL T 4: THIN-PROFILE WALL EXPANDING PERIMETER INSULATION VERTICALLY T SHEATHING FOAM SEAL CONNECT INSULATING SHEATHING TO RIGI INSULATION BAF FOAM SEAL B JOIN ; MANUFACTURED MANUFACTURED SHOWER SHOWER LEM CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT (� OF SEALANT EXPANDING EXPANDING FeAJ II 1 1/2"RIGID INSULATION 1 1/�"RIGID INSULATION EXTERIOR INSULATED WALL —WOOD FRAME --WOOD FRAME EXTERIOR INSULATED WALL FLOOR ASSEMBLY- FLOOR ASSEI� PROJECT: 1"EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE A D VENT 1"RIGID INSULATION AS ATTIC EAVE BAFFLE CUT AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION AROUND MANUFACTURED VENT Green BuildingAdvisor.com Scale: _ g com Scale: _ 5-01006 Green BuildingAdvisor.com scale: „_ 5-01 007 GreenBuildingAdvisor.com Scale: 5-01 008 PROPOSED RESIDENCE aBuddingGre LLC 2008 1 _ 1-O 5 01005 Green Advisor. 1 — 1'-oi aBudddgGreenLLC 200B 1 — 1'-oi ©BuiltlingGree,LLC 2008 1 "= 1'-0" FOR JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 CEMENT BACKER BOARD CEMENT BACKER BOARD CONTINUOUS BEAD TUB SURROUND FINISH TUB SURROUND FINISH OF SEALANT TUB U TUB U DRAWING TITLE: TUB SURROU TUB SURROU (BEYO (BEYO CONTINUOUS BEA ©F (2)LAYERS RIGID PREFAB FIREPLACE-d IT SEALANT fNSULATION PREFAB FIREPLACE-�J IT GENERAL NOTES PROVIDE BLOCKING AT XEXPANDING FOAM SEAL NT INSULATED EXTERIORINSULATED EXTERIOR STUD CAVITY AT TUBI AT PERIMETER OF STU CAV STUD WALL STUD WALL AT EXTERIOR WALL INSTALL INTERIOR SH ATHING INSULATED EXTERIOR T PROVIDE 3/8"CHANNEL ACH INSTALL INTERIOR SH ATHING PRIOR TO INSTALLATI N OF STUD WALL X SIDE OF INSIDE PANEL OR PRIOR TO INSTALLATION OF PREFAB FIREPLACE U IT SET: ISSUED FOR: DATE: THIN-PROFILE WALL EXPANDING PERIMETE PREFAB FIREPLACE U IT SHEATHING FOAM SEAL CONTINUOUS BEAD O CONTINUOUS BEAD 0 INSTALL SOLID BLOC INC SEALANT SEALANT -EXPANDING FOAMSEALANT AROUND PERIMETERF BLOCKING-EAC BA EXPANDING M EXPANDING FGAM --WOOD FRAME --WOOD FRAME FLOOR ASSEM� FLOOR ASSEMB64 CONTINUOUS BEAD OF SEAL: DATE: --WOOD FRAME SEALANT •Q =Bl 2B FLOOR ASSEMBLY CAVITY INSULATION —WOOD FRAME PROJECT N0: CONTINUOUS BE D F FLOORASSEM Y ` 2018-14b SEALANT ... e'. DRAWN BY: CAVITY INSUL ... . �pF NEW 1"RIGID INSUL ,� SEE j'Q CMA SOFFIT CLO .;'. n �P �C ! CHECKED BY: \ T JJD A e. ►-\ �a= w SCALE: A _2 AIR SEALING BEHIND TUB WITH CAVITY RIGID INSULATION 2 •Y`' AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SE AIR SEALING AT CANTILEVERED MANUFACTURED AIR SEALING AT PLATFORM FOR MANUFACTURED ION FIREPLACE ASSEMBLY FIREPLACE ASSEMBLY NCO 0725()'l �? SHEET NUMBER: GreenBuildin9Advisor.com 5-01009 GreenBuildin Advisor. Green 5-01011 GreenBuildingAdvisor.com 5-01012 o sst��P BBuddingGreen LLC2008 Scale: 1 " = 1'-0" g Com Scale: 1 "= 1'-0' 5-01010 ©BuddingGreen LLC 2000 Scale: 1 ' = 1'-0" Q BuddmgGreen LLC 2001 Scale: 1 ' = 1'-0" B BwldrtgGreen LLC 2008 `\\ G-8 DOB NUMBER: OF 1�1 C REQUIREMENTS JAMES J DEERKOSKI PE I,, DUCT SEALING LING REQUIREMENTV OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS _ Pc m DEERKOSKI + ARM DESIGN AND ENGINEERING Di 506 MAIN STREET WESTHAMPTON BEACH NY 11970 631-767-6071 CARM813613a@AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the PROVIDE RIGID ideas, design and arrangements represented INSULATION BAFFLE therein, are the property of Deerkoski + Arm AROUND VENTILATION Design & Engineering, DPC. CHUTE-FOAM SEAL No part thereof shall be copied, disclosed to PERIMETER OF CAVITY INSULATION others or used in connection with any work or RIGID INSU project other than for which they have been CONTINUOUS BEAD OF SEALANT WOOD FRAME FLOOR prepared without written consent. PROVIDE STUD CAVITY CLOSURE ASSEMBLY _ ON THE BACK SIDE OF EACH PROVIDE RIGID CAVITY INSULATION CONTINUOUS BEAD OF STUD CAVITY INSULATION BAFFLE UNINSULATED KNEE WALL SEALANT ELECTRICAL WIRE AROUND VENTILATION CHUTE-FOAM SEAL RIGID INSULATION HVAC DUCT PERIMETER OF CLOSURE AT INTERIOR >< PLUMBING TOP PLATE RIGID INSU O OF RAFTER CAVITY WOOD FRAME SOFFIT CONTINUOUS BEAD OF SEALANT ASSEMBLY TOP PL-,4TH-- EXPANDING FOAM SEALANT EXPANDING FOAM SEALANT PROVIDE INTERIOR SHEATHING PROVIDE SOLID BLOCKING AT RIGID INSULATION/ AT EXTERIOR WALL PRIOR EXPANDING F AM WALL STUD BENEATH KNEE WALL SUBFLOOR INTERFACE TO SOFFIT ASSEMBLY SEAL 5<1. r CAVITY INSULATION - WALL S CONTINUOUS BEAD BAND JOIST INSULATION OF SEALANT 5 01� CONCEPTUAL INSULATION AT CAPE-STYLE ROOF H CONCEPTUAL INSULATION AT CAPE-STYLE ROOF H AIR SEAL AT DUCT SOFFIT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION CEILING AND KNEE WALL CAVITY INSULATION ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE Green Buildin Advisor.com 5-01013 g Scale: GreenBuildin Advisor.com 5-01014 GreenBuildin Advisor.com 5-01022 GreenBuildlin Advisor.com 5-01023 GreenBuildin Advisor.com 5-01024 BulldmgGreen LLC 2000 g Scale: g Scale: g Scale: g Scale: 0 0 BwldingGreen LLC 2008 0 BwldingGreen LLC 2008 Q Bwild,ngGreen LLC 2008 Q BudtlingGreen LLC 2008 WORK NOTES: WOOD FRAME FLOOR S INTERIOR CHASE WALLS WOOD FRAME FLOOR ASSEMBE - ASSEMBLY CONTINUOUS BEAD OF PIPE PENETRATION CONTINUOUS BEAD OF SEALANT CONTINUOUS BEA T SEALANT FLOOR GRILLE EXPANDING FOAM AT FLOOR DUCT BOOT PERIMETER OF PIPE CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEAT THIN-PROFILE SHEATHING PROVIDE INTERIOR SHEA HIN SUBFL R WOOD FRAME SOFFIT EXTERIOR WALL AND CEILI G P CLOSURE AT EXTERIOR WALL AT EXTERIOR WALL PRIOR ----- ASSEMBLY TO SOFFIT ASSEMBLYCONTINUOUS BEAD TO SOFFIT ASSEMBLY PROVIDE INTERIOR SHEATHING OF SEALANT INSULATED FLEXIBLE AT EXTERIOR WALL PRIOR CONTINUOUS BE D CONTINUOUS EAD DUCT TO SOFFIT ASSEMBLY OF SEALANT I OF SEALANT TIE AT INNER LINER MASTIC AT INNER LINER WOOD FRAME SOFFIT LADDER BLOCKING WOOD FRAME SOFFIT TIE AT OUTER LINER CONTINUOUS BEAD ASSEMBLY EXTERIOR INSULATED WALL FICNRIOR ASSEMBLY OF SEALANT INTERIOR NETF� CAB I N ET-R PROJECT: AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT H SINGLE-STORY AIR SEAL AT CHASE WALLS//PLAN AIR SEAL AT CABINET SOFFIT//TWO-STORY AIR SEAL AT DUCT BOOT Green Buildin Advisor.com 5-01026 GreenBuildin Advisor.com 5-01027 GreenBuildin Advisor.com 5-01031 GreenBuilldin Advisor.com 5-01032 Green Buildin Advisor.com 5-01033 PROPOSED RESIDENCE g Scale: g Scale: g Scale: 9 OBwldingGreen LLC2008 0 BwltlingGreen LLC 2008 QBuld,ngGr LLC 2008 01 BuAdin Green LLC 2008 Scale: Scall � �/�11— �'—On QBundingGreenLLC2009 FOR JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: CAVITY INSUL CAVITY INSUL GENERAL NOTES RIGID INSULAT RIGID INSULATI AT SLO AT S LO SET: ISSUED FOR: DATE: INSTALL SHEATH INSTALL SHEATHI ON TRUSS PRIOR ON TRUSS PRIOR F RAM I N G FRAMING SEAL: DATE: VENT VENT VEN VEN D April 12, 2018 ATTIC ATTIC ATTIC CAVITY INSULATI ATTIC AAA iiiii ill J PROJECT NO: 2018-14 CAVITY INSUL of NEW UNCONDITIONIED SPACE ��.. yo DRAWN BY: CONDITIONED SPACE P ���E; ,�� * CHECKED BY: � �5� ,.yy, Rko ��. CMA v,4't• caA w JJD 1.0 c� a " SCALE: CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY STEM H CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY STEM07 5�2 ABOVE CONDITIONED SPACE ABOVE UNCONDITIONED SPACE 5-01015 A OSS\ONP�' SHEET NUMBER: Green Bu ildingAdvisor.com Scale: 5-01035 GreenBuildingAdvisor.comScale: G QBundingGreen LLC 2008 0 BwWingGreen LLC 2008 —■ DOB NUMBER: OF JAMES J DEERKOSKI PE @ DEERKOSKI + Al DESIGN AND ENGINEERING Di INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS CF.. .-»»s DE' SIGN & ENIGINEERIND DPO DEERKOSKI + ARM DESIGN AND ENGINEERING DPC CONTINUOUSBEAD 506 MAIN STREET WESTHAMPTON BEACH NY 11978 OFSEALANT 631-767-6071 CARMBBBBa@AOL.COM OWNERSHIP & USE OF DOCUMENTS: CONTINUOUS BEAD These drawings and specifications including the OF SEALANT ideas, design and arrangements represented SILL SEALER therein, are the property of Deerkoski + Arm CONTDesign & Engineering, DPC. CONTINUOUS MINIMAL = METAL FLASHI OF SEA LANT O T BEAD No part thereof shall be copied, disclosed to --_ others or used in connection with any work or EXPANDING FOAM AT / _ _= WITH 1/4 CONCRETE SLAB project other than for which they have been WINDOW PERIMETER = = �NSULACKRIGI .D r prepared without written consent. PROTECTIVE 3 .• ! •' 6.: COVERING . . , . CEILING GYPSUM BOARD FINISH E :. ; AS AIR BARRIER CONTINUOUS BEAD Jill- OF SEALANT �+ CONTINUOUS BEAD WINDOW UNIT AJ •' ! ' 6 MIL POLYETHYLENE AIR BARRIER OF SEALANT ENTIRE LB) DER CONTINUOUS MINIMAL CONTINUOUS MINIMAL EXPANDING FOAM AT EXPANDING FOAM AT WINDOW PERIMETER WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE TURNED DOWN CONCRETE SLAB H 3/4"RIGID INSULATION CONTINUOUS BEAD WINDOW UNIT AS Green Build 1-00001 OF SEALANT Scale: AIR BARRIER ®BmltlmgGreen LLC 2008 1 1/2"= 1'-0'� CONTINUOUS MINIMAL EXPANDING FOAM AT WORK NOTES: WINDOW PERIMETER CONTINUOUS BEAD .444 CONTINUOUS BEAD OF SEALANT • OF SEALANT CONTINUOUS BEAD SILL SEALER OF ADHESIVE CONTINUOUS SILL SEALER CONTINUOUS BEAD WIT TH 1/4" HI OF SEA OTS BEAD 7/7777\// - FULL WIDTH OF MUDSILL OF SEALANT 1""ITHICKRIGIINSULA CONCRETE SLAB \� \` FOUNDATION WALL AS PROTECTIVE 6':• ,, �// AIR BARRIER COVER CONCRETE SLAB AS FINISH G E ;.•: AIR BARRIER �� j " ' '''• ''' Al/ CONTINUOUS BEAD EMT ! "• ' '' ' 6 MIL POLYETHYLENE O F SEALANT (CONTINUE UNDER � •• ' • ' � ENTIRE SLAB) CONCEPTUAL AIR SEALING STRATEGY // CONCEPTUAL AIR SEALING ,STRATEGY LOWER WALL SECTION 5-02002 UPPER WALL SECTION PROJECT: GreenBuildingAdvisor.com Scale: Green BuildingAdvisor.com Scale: 5-02003 Q BuildingGreen LLC 2008 (D BuildingGreen LLC 2008 TURNED DOWN CONCRETE SLAB//1' RIGID INSULATION GreenBuildingAdvisor.com Scale: 1-00002 0 B.OdingGre LLC 208 PROPOSED RESIDENCE FOR JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE INTERIOR VERTIC E TUB UNIT- CONTINUOUS BEAD INSTALL PLUMBING AT GENERAL NOTES OF SEALANT PROVIDE INTERIOR SHEA HI INTERIOR L ATTIC INSULATIONI AT EXTERIOR WALL PRIG TO INTERIOR WAL SE BL WOOD TRUSS F FLOOR TRUSS ASSEM LY SHEATH INTERIOR OF SET: ISSUED FOR: DATE: >< E ATTIC ACCESS TO +1"OF INSULATION INTERI R 3—CONTINUOUS WALL-- INTERI R INTERIOR VERTICAL-GI 1A6E 1"RIGID INSULATION OF SEALANT WAL PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO INTERIOR WALLA ACCESS PANEL CONTINUOUS BEADDRAW ACCESS PANEL NUG OF SEALANT WITH PERIMETER WS INTERIOR GYPSUM WALLBOARD ETRIM AS REQUIRED SEAL: DATE: AS AIR BARRIER LADDER BLOCKING AS REQUIRED FINISH CEILING April 12, 2018 INSULATED EXTERIOR WALL LADDER BLOCKING AS REQ'D INSULATED EXTERIOR WALL PROJECT NO: 2018-14 �pF NEVA DRAWN BY: CMA �Q��y �;,fR'Yo CHECKED BY: w JJD LU CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND J DIST AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING AT CORNER VERTICAL BATHTUB CHASEAIR SEALING AT ANTIC HATCH//FINISH SCREWS SCALE: 5-02011 5-02020 5-02021 5-02022 �a °7?50 GreenBuildingAdvisor.com Scale: GreenBuildingAdvisor.com Scale: GreenBuildingAdvisor.com Scale: GreenBuildingA�dvisor.com Scale: AROFESS�O�P� SHEET NUMBER: 0 BuntlrngGreen LLC 2008 0 BuildingGreen LLC 2008 0 BundingG.-LLC 2008 0 BAftgGre n LLC 2008 G- 10 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI + ARM DESIGN ANo ENGINEERING DPC fid..^9✓p+...yq.Ay INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTSp,:3 g {� k �.:% �'°va F• �` p�yy CC��g�- {aa•'�•'�gg�����mmB�"a g$+'`g�`b.�,.�Y9/4�''r'+.+ng��"per.y-¢^4` �* p�Bmg�q� D e s I r.d R �.S�R. r.$•�C51 1:.IE R I r-4 aye DPC C DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 11978 631-767-6071 CARMBS88@a AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the INSULATED EXTERIOR ideas, design and arrangements represented STUD WALL therein, are the property of Deerkoski + Arm ROOF SKYLIGHT EXPANDING FOAM SEALANT BLOCKING AS REQUIRED Design & Engineering, DPC. ROOF RAFTER CONTINUOUS BEAD OF SEALANT No part thereof shall be copied, disclosed to GYPSUM BOARD BOX ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE RIGID INSULATION INTERIOR INSULATED WALL BETWEEN others or used in connection with any work or ATTIC INSULATION ATTIC INSULATION CONDITIONED SPACE AND ATTIC ro ect other than for which the have been R-VALUE/THICKNESS PER CLIMATE ROUGH STRINGER p y ATTIC TRUSS ATTIC TRUSS prepared without written consent. YOTH SIDES OF WALL)BOARD B EXPANDING FOAM SEALANT CONTINUOUS BEAD INSTALL INTERIOR SHEATHING MMINN&P OF SEALANT PRIOR TO INSTALLATION OF FINISH ENCLOSURE 3,MIN -- CONTINUOUS BEAD OF EXPANDING INSTALL SHEATHING AT ATTIC TSEALANT FOAM kJ_ J, 4/ SIDE OF SKYLIGHT SHAFT SEALANT LL EXPANDING FOAM SEALANT AT PERIMETER EXPANDING FOAM SEALANT AT PERIMETER SKYLIGHT SHAFT- CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT CAVITY INSULATION WOOD FRAME LL DRYWALL CEILING DRYWALL CEILING ATTIC INSULATION FLOOR ASSEMBLY—► RECESSED LIGHTING FIXTURE RECEDED LIGHTING FIXTURE BLOCKING AS REQUIRED GYPSUM BOARD LINER 20 BLOCKING EXPANDING FOAM SEALANT SECTION THRU STAIRWAY SECTION THRU WALL AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC3-13 AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC-D-13 AIR SEALING AT SKYLIGHT SHAFT TBC_D-4 AIR SEALING AT DOUBLE WALLS TBC-D-0 AIR SEALING AT INTERIOR WALL BETWEEN CONDITIONED SPACE TBC3-12 5- 02040 5- 02041 BC -4 _ 5 AND UNCONDITIONED ATTIC 5- 02044 Green BuildingAdvisor.com Scale:1 1/2" = 1'-0" Green BuildingAdvisor.com Scale:1 1/2' = 1'-0" Green BuildingAdvisor.com Scale:1 1/2' = 1'-0" 02042 Green BuildingAdvisor.com Scale:1 1/2" = 1'-0" v 02043 Green Buil dingAdvisor.com Scale:1 1 2" = 1'-0" OBulldingGreen LLC 2008 OBuIldingGreen LLC 2008 OBulldingGreen LLC 2008 OBulldingGreen LLC 2008 OBulldingGreen LLC 2008 / WORK NOTES: EXTERIOR INSULATED WALL EXTERIOR INSULATED, WALL PLYWOOD/OSB SHEATHING RIGID INSULATION SHEATHING "R—VALUE/THICKNESS PER CLIMATE PORCH RAFTER (TAPE ALL JOINTS) 2x LEDGER ON TOP OF PORCH RAFTER WEATHER BARRIER AND SHEATHING 2x LEDGER ON TOP OF RIGID INSULATION BUILDING PAPER _ WEATHER BARRI R PROJECT: AIR SEALING AT PORCH ROOF AT 1 /2" PLYWOOD EXTERIOR SHEATHING TBC_D-14 AIR SEALING AT PORCH ROOF AT 1 " RIGID INSULATION SHEATHING TBC—D-14 Green Buildin Advisor. I) 1' Green Buildin Advisor. com �l II PROPOSED RESIDENCE g Scale: 3/4 = 1 -0 g scale: 3/4 = 1 -0 FOR ©BuildingGreen LLC 2008 ©BuildingGreen LLC 2008 JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: GENERAL NOTES ATTIC INSULATION ATTIC FLOOR FRAMING ATTIC INSULATION RIGID INSULATION 'R-VALUE/DEPTH PER CLIMATE" SET: ISSUED FOR: DATE: RIGID INSULATION - 'R-VALUE/DEPTH ,PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED MECHANICAL LATCH TO PRESSUREF n SEALANT TYPICAL SEAL AT WEATHERSTRIPPING INSTALL INTERIOR SHEATHING SEAL: DATE: AT EXTERIOR WALL PRIOR April 12, 2018 MECHANICAL LATCH TO PRESSURE TO INTERIOR WALL ASSEMBLY p SEAL AT WEATHERSTRIPPINGWART TION PARTITION WALL PROJECT NO: 2018-14 WHOLE HOUSE FAN SEASONAL USE MANUFACTURED PUl1 DOWN STAIR �0F NEDRAWN BY: � ,e c LADDER BLOCKING AS REQ'D �ry • R� O� CMA INSULATED EXTERIOR WALL CHECKED BY:* �.y s� O JJD o SCALE: O X72501 �li� SHEET NUMBER: Ada SS,bN�� G- 1 1 AIR SEALING AT WHOLE HOUSE FAN ENCLOSURE TBC-A-15 AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR TBC-D-5 AIR SEALING AT COMMON WALL BETWEEN DWELLING UNITS TBC.D-16 5- 02047 5 02048 5- 02049 DOB NUMBER: OF Green Buildin gAdvisor.com Scale:l 1/2' = 1'-0" GreenBuildingAdvisor.com Scale:t 1/2" = 1'-0" Green BuildingAdvisor.com Scale:t 1/2" = 1'-0" OBulldingGreen LLC 2008 OBulldingGreen LLC 2008 OBuIIdingGreen LLC 2008 JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 72'-1 " DEERKDSKI + ARM 21'-5r2 DESIGN AND ENGINEERING DPG 16'—IJ2 '-4" 506 MAIN STREET WESTHAM PTON BEACH NY 1 1976 631-767-6071 CARMB668a@AOL.COM 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. r— — ——— — —— —— — — —— ———— —— ———— —— —————— —— — ——— — — —— —— —— I I I I I � 8" CONCRETE WALL with 15 BARS - 24" oc(VERTICALLY) With #5 BARS- 24" oc(HORIZONTALLY) with (2)¢4 BARS- TOP&BOTTON (HORIZONTALLY) DECK 1 PATIO ABOVE I 15-9 18' z e' CONCRETE FOOTING " 215-9 TOP OF PIER SHALL BE 18'BELOW GRADE n TOP OF PIER SHALL BE 18" BELOW GRADE " I with (3) 5 BARS- 6'oc(the long way) 0-0— with 15 BARS- 48" oc(the short way) I Fr k F I FOOTING IS TO BE A MINIMUM OF 36'BELOW FINAL GRADE F- o I (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) • o DROP FOUNDATION FOR 3=0'WIDE DOOR o LOWERED WALL SECTION � I N 0-2 I I � I R REVISED a6-a1-2018 N I _ o I g WORK NOTES: Or PROVIDE APPROVED FIRE PROTECTION BELOW FLOOR JOISTS ABOVE. �I PROVIDE 112"DRYWALL,518"PLYWOOD OR APPROVED ALTERNATIVE I GARAGE FOUNDATION ( n 2' On — — — 8'THICK CONCRETE WALLS 3 _ I R ( with 15 BARS- 48'oc(BOTH DIRECTIONS- TYP) I with (2) J5 BARS AT TOP &BOTTOM UNFINISHED BASEMENT 4' PC SLAB Z ; I PROVIDE A MINIMUM OF 2 CONCRETE COVER ON REBAR ® �0® I 18" x 8'CONCRETE FOOTING o 25 REVISED 06-01-2018 z - I with (3) #5 BARS- 6'oc(the long way) C_> 00 with 15 BARS- 48" oc (the short way) I I o N op I - 3; DIA STL COLUMN � R I `�" UNEXCAVATED I I o 0 0 — FLOOR I 24' x 24' X 12' CONC FTG GARAGE FINISH FLOOR: 00 I DRAIN z with (4)1t�BARS -6" oc 3'-$� '_ 6'REINFORCED CONCRETE SLAB N R J o (BOTH DIRECTIONS- TYP) 4 I W/6x6 W2.OxW20 EPDXY COATED WWMI on 5'143 " 3 o " I ON VAPOR BARRIER OVER 8 Z = 11-3/ -1 10-8 4 -9 0 :�z'x 11X APB GIRDE COMPACTED FILL F W co I PROVIDE CONCRETE HARDNER FOR PROVIDE PAINTED �' I BE M CONCRETE GARAGE SLAB Y�I ALUMINUM GRATE w I N OC T - I - - - PROVIDE DRAIN AI DDER I 51'z x 113C APB GIRDER ' 11W APB RDER x 11W APB GIRDER 7 5k� z 11W APB GIRDER _ _ _ _ _ [ 'S�11r�'APB GIRDER N ( GARAGE SLAB ABOVE e F5 PIPED TO DRYWELL R — — o R I REFER TO B AM i I SLOPE SLAB TO OVER- - — — P T � .: �! STI �. �. ` — R `" _ HEAD GARAGE DOORS — DRAINAGE PLAN ' n w RS n 3; DIA STL COLUMN I R -$ O ,_' I UP 24' x 24'X 12" CONC FTG k, with (4) 5 BARS- 6"oc _i I n 20'-9 " ------------_ (BOTH DIRECTIONS - TYP) 2 R R I �s� I I = N � GO N I 19-6 N — — — - - - ---- - - ter— —MJ ) 2817 Ll I R • I PROJECT: —2 DR €D PATI91€B6�-1 —2 SROM PAID-O E �„ UNEXCAVATED COMPACTED SLAB 4'p.c. slab w 6 x 6 , 10/10 welded wire mesh lapped and woven around reinforcing 14 Reinforcing rods in poured �c 4, concrete haunch and at top of p.c. slab '- PROPOSED RESIDENCE — — — FOR 8'CONCRETE WALL �W '� I I JNS DEVELOPMENT with 15 BARS- 24"oc(VERIICALLY) 1 with 15 BARS- 24 oc(HORIZONTALLY) EUGENE'S ROAD with (2) 14 BARS- TOP&BOLTON (HORIZONTALLY) - 18 z 8 CONCRETE FOOTING V4CUTCHOGUE, NEW YORK'-� d -� + ( 'I���-97-7-26.2 with (3)¢5 BARS- 6' oc(the long way) �1'- 4 with 15 BARS- 48'oc(the short way) FOOLING IS TO BE A MINIMUM OF 36 BELOW FINAL GRADE DRAWING TITLE: (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) 0'-5FOUNDATION PLAN 20'-10' '-10' 20'-10' 21'- DIMENSIONS & STRUCTURAL 72'-11s�s SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: \ 2018-14 °F\Nety DRAWN BY: A DE O,A CMA fid) * CHECKED BY: M +r. LU SCALE: PD / -. -1 ! cP� .: � 1/4" = 1'-0„ FOUNDATION PLAN - WALL DIMENSION & GIRDER PLAN °�15 z ;,�� SHEET NUMBER: A101 // JUN - 5 201$ L-1- RO�ss1oNP NOTES: Scale: 1/4 = 1 —0 A- 101 I. DOUBLE JOISTS UNDER ALL PA i E .PARTITIONST. ,. 2. INSTAI:L SOLJID BLOCIUNG IN FLOOR OISTS 8'-0"O.C. vim iJ.OF, �SO TJ'TH.:.�O TOWN OF, ALL GIRDERS ARE DROPPED UNLESS OrT11ERW ISE NOTED DOB NUMBER: OF VERIFY DEPTH TO GROUND WATER JAMES J DEERKOSKI PE O DEERKDSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 6.0,x, . � �. � . :: t Ott 72'-1 " DEERKOSKI + ARM DESIGN AND ENGINEERING DRC 1D'-5" 15'-4" 12'—LJB '-9 8 '-9 16'-1J2 506 MAIN STREET WESTHAMPTON BEACH NY 119713 631-767-6071 CARMBBBB@a AOL.COM 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. I d- I 9�6" c N I DECK i PATIO I I TW21046 I TIW21046 FWH 980 3080 1 PANEL DOOR TW210510 FWG 8080 slider TW210510 FWG 8080 Bider - - - - r SSI 7• SIM 2" 2 1-1 R 2 N o I in Th e 2-0" o � WORK NOTES: Q N I C.7 N M 2 2 CAR GARAGE I 4_�N� N ^ I ^ CENTER OF FIREPLACE- SINK - ISLAND - RAd6E — — _ '- " LIVING ROOM DINING ROOM KITCHEN BENCH V-1 r MNG HIM V-1�'CEILING HEIGHT 9'-1�'CEILING ttEI ff � - a F • Iv Iv PULL DOWN STAIRS 2 CAR GARAGE o ti �a MUDROOM J J _ in o 9'-1 r CEILING HEIGHT - - - c�l C14 g�1 - - - - 1'-8" �o S 26 0 _i 0 N '-11" 15'-0" 10'-9" 3'-4 '-1� N Y" snorssua•roawmE- - - - BEARING WALL - - - --- - - - BEARR�G WALL DROPPED HEADER BEARING WALL BEARIN WAll BEAD 1DCIO1T8 0� �j 512" ® ® 2 I x `V 4�� 00 3- STAI IRS UP ST IRS D WN FOYER N' PANTRY HOME OFFICE -—-—-—-—-—-—-— NPOINDER RM g-t r etc HEICHr " g-t r cEsiNc HExHT s'-t g cEIE1Nc Ht]G11T �, SM ,_0" '_5Y" 1'-6y" o ENTRY CLET _I M r,, I TW210510 TW210510 — — — '-W '-9� 3'-$Y "' TW21510 TW21510 TW21510 I PROJECT: I I I I I o COVERS PORCH o E I I PROPOSED RESIDENCE I I I I I 12' HBdcG 12" HB&G 12• HB 12' HB I FOR J N S DEVELOPMENT I I I I I I EUGENE'S ROAD CUTCHOGUE, NEW YORK 7 '-9" 10' 1" '-9" 7� I 1000-97-7-26.2 DRAWING TITLE: 10'-5" 10'-5" '-11" '-11" '- '-1y' '-1 2 '-5 10'-6" 10'-1 20'-10" '-10" 20'-10" 21'-5 FIRST FLOOR PLAN 72-1 DIMENSIONS SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 pF NEW DRAWN BY: 6 J DEE'! D,p CMA CHECKED BY: JJD LU SCALE: 1 FIRST FLOOR PLAN -WALL DIMENSION PLAN LIVING SPACE 1263sgft ���pR ?5�� � SHEET NUMBER: �S tOa�. 4 FRONT PORCH=104 sq ft � A- 1 0 2 A102 SCALE:�"=1'•0" GARAGE=472 sq ft All interior headers not noted are to be 3rx 9)/2" LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be 52 x 7Y4" APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS @) DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 'z DESrt' N rx F-Nr.1N1Zr- 1N DPC DEERKOSKI + ARM DESIGN ANo ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1976 631-767-6071 CARMBBBBa@AOL.COM 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. DECK/PATIO CENTER OF DOORS CENTER OF DOORS CENTER OF WINDOWS CENTER OF HALLWAY ,_4. ,_4. ._4. ,_4. ._4. ._4. ._4. ,_4. ,_4. ,_4. ,_4. ,_4" ._4. ._4. ,_4. ._4. ,_4. ._4. ._4. ,_4. ._4. 1'-4• ._4. TW21046 TW21046 FWH2960 3080 1 PANEL DOOR TE10510 FWG 8086 Bider TW210510 FWG 8086 slider Vc9ki'at HEADER 3}'x91¢'LULINE M I 5rx 11�"LVL HEADER 5rx 111" HEADER 5rx 11i' LVL HEADER 5rx 11i" L HEADER " LVL HEWER SHEAR WALLS O � co a WORK NOTES: Q v v v � _ S' w � I 2 CAR GARAGE �,M � 17 5 � o 6 m o PRaoVIDE "T YPE on cm.an.oxweus rE " LIVING ROOM m� DINING ROOM KITCHEN Q > FMS"$ GOODa T-1 CEAING HHGHT t"°c 0 9'-1�'(AIJNG HL]GHT L°'0 9'-1�'0MG T BENCH 02x10_ M J N N 07 N Oa SMV O> eTi N CD PULL DOWN STAIRS I M SHEAR WALLS x x o 2 CAR GARAGE �m of vL - - - - J� MUDROOM C R z (2)2x10 9'-1 r COLNG HEIGHT , PRONDE 5/8' ARE RATED SHEETROCK AS REQUIRED S o6 2680 5 QE W W Z (� SLOPE SL"TOGVER- g x18'LVL MII-RUSH HFJDER � o BEARING WALL - - - ---- - BEARING WALL 3}' LVL HEADER BFAPoNG IWALL BEARING WALL S��' DOORS �o' 7 STAI •x x M Dp ST IRS M o � FOYER � o D WN O V-1 r CFIlNG HOW O PANTRY HOME OFFICE POWDER RM N s'-1 r crxMc HEx91T s'-1 r cmNc Iff1GLIT SM SHEAR WALLS 0 3}'x91¢'LVL IEADFR ENTRY CLOSET TW210510 TW210510 TW210510 TW210510 TW210510 PROJECT: x o N 3rx 116 LVL HEADER x T, CD Mx 2 I� COVERED PORCHBLUE f0NE I �I = O 5rx 9r L ROP HDR o — PROPOSED RESIDENCE FMSH HUM 12"HBdcG 12" HBBcG 3}"x 11�" LVI.IFLUSH HDR 12' HBG 12' HBkG FOR JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 CENTER OF FOYER DRAWING TITLE: FIRST FLOOR PLAN STRUCTURAL SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 OF NEW 0 DRAWN BY: CMA � �p�ERko �.�. Q CHECKED BY: o JJD w SCALE: — 1 —0 FIRST FLOOR PLAN - STRUCTURAL FRAMING PLAN �2s� '0�5 ,�� SHEET NUMBER: 1 A102 SCALE: =1'-0" o ARd� S`b�P 4 �, A- 1 03 All interior headers not noted are to be 3rx 9r LVL Header 1� All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be V x 74 APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS OQ DEERKO5KI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. , F—,mz; F. 14, 3 E1 [ N to c;i Er-Rt c3 DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 72,-1 506 MAIN31-767-6071 CARMHHBE3 1197H AOL.COM 6 20-10" '-10" 20'-10" OWNERSHIP & USE OF DOCUMENTS: 10'-5" 0'-5" '-11" '-11" 10'-5"— 10'-5" 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. I I I I I I I I I I I I I I TW21052 TW21052 TW21052 TW21052 TV21052 TW21052 GAMBREL FLY RAFTERS 3w HEAR $4T LVL IfADa1 Vxg LVL HEADER GAMBREL FLY RAFTERS - - - - - - - -1 r WALL H QT 2v 8-1 WALL HOGHT N f SM + SM Y"1 " SM — — — — — — — —— — — —— — — 00 \ N -6>¢' 0 ® 2-3kZ" 1 3 'M N caMc HOWMASTER BATHROOM BATHROOM / 9'-1 UNG HOGHT / I WORK NOTES: BEDROOM 1 BEDROOM 2 / ' ® 9'-1 r CaMMG HOGHT 3-1�Z 5-1�'M MG HOGHT `tom 2670 8.2670 f 10'-2 3'-3 / / I 14— i o i / CLOSET N CLOSET o o 0 0 5070 DOUBLE DOOR / V-1 cOUNG HElalr s'-1 cL1LMG HOCHr _ = 3Y' 7DOOR 74870D01 DOOR J� ® CLCLOSET N - - --- -- ------<nLINEN 3Yz CLOSET N3N ® 5070 D \\ I N N S . 00 2670 21 00 \ '-3N 3'-4" '-3vz �" o -B" '-1 '- \ — o N BALCONY I LANDING \ 9'-1 r CEILING HDGHT _ \ BEDROOM 3 \ � 1 \ 9'-1 r MMG HE ff o \ ST IRS \\ 10, DOWN MASTER BEDROOM I DR w cnz ism -1" W2 \ ■ ; MGHEIGHT r -1 WAll HfJGHT 9' -1 WALL HEIGHT 13'_ \ -1 CEL00 3}'di'LVLHEADER o SII --- -- - - -- --- - - - -- -- - - -- -- - - � N TW21162 TW21062 3?4)r LVL HEADER — TV21052 TW21052 PROJECT: ----- -------- 00 1'-11" I cV � I ' I PROPOSED RESIDENCE FOR l I JNS DEVELOPMENT TW210522 I TW21052 l I EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 I DRAWING TITLE: 10'-5" 10'-5" '-11" '-11" 10'-5" 10'-5" SECOND FLOOR PLAN 20'-10" 20'-10" 21'- DIMENSIONS 72'-1 SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 OF NEW yo DRAWN BY: CMA CHECKED BY: JJD \ _z SCALE: _ 1/4 " " LIVING SPACE C 7, ,5 SHEET NUMBER: 1 —0 1 SECOND FLOOR PLAN WALL DIMENSION PLAN o A A104 o SCALE;4"=1'•0" Rs�� A- 1 04 All interior headers not noted are to be 3j"x 9� LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be 512 z 7Ya" APB Headers. DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION 1JAMES-J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. r. moi... I8'N.Gie!�pr—p 'Rbpc,s 6a X•'�,i. @.�9 }^!�`y�� �r RPM 9'4Y:.9&R- ECYiIN Em-0W'" C DEERK❑SKI + ARM i ? DESIGN AND ENGINEERING DRO 506 MAIN STREET WESTHAMPTON BEACH NY 11978 631-767-6071 CARMBBBB@AOL.COM 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. CENTER OF STAIRWELL WINDOW GAMBREL FLY RAFTERS 3rxi'LUL HEADER 3}'x r III&HEADER 3rxw LVL HEADER GAMBREL FLY RAFTERS 2x8 016 su 2x8 0'16*cc 1616.0c I su 2x8 016'oc — — — — — —— — — — — — — —— — — — ——— ———— RAFTERS RAFTERS ® t — — RS RAFTERS ,Un - 4* I 2x8 CEILING JOISTS 016'oc 'Ile SET 0 9'-1 !e` g N 2x8 CEILING JOISTS 016"oc SET 0 9'-1 i" ` "� o i WORK NOTES: Cn BMG — •.r BEAW i� PST ' — — — g PGINT ue a ABOVE AB UZI- 2x8 CEILING JOISTS 016'oc 2x10 016"oc C11T— I 2x8 CEILING JOISTS 16'oc g i SET 0 9-1 } I RAFTERS SET 0 9'-1 . 2z8 016'oc I oRAPERS � � � � �l mss' "✓ �I � a Z o �18 2x8 CEILING JOISTS 016"oc 2x8 CEILING JOISTS 016"oc SET 0 9'-1 r — — — — — — — — — — — I SET 0 9'-1 i' N T— JxBRt'L L HEADER 3rdr LVL HEADER I PROJECT: CENTER OF STAIRWELL WINDOW I 2z8 016"oc 2x8 016"oc 2x8 016'oc RAFTERS RAFTERS RAFTERS ' " 2x8 016"oc 2x8®16"oc 2x6 16'oc , PROPOSED RESIDENCE RAFTERS RAFTERS sw RAFTERS ` RAFTERS 3rxw LUL HEADER F O R JNS DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: SECOND FLOOR PLAN STRUCTURAL SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: �oF NEW y CMA pEEI� o CHECKED BY: ,3v-" has JJD co SCALE: 1 SECOND FLOOR PLAN -STRUCTURAL FRAMING PLAN "�`� A105 1 , „ � 0 SHEET NUMBER: 2s� 07z5�0 �ARs�a P All interior headers not noted are to be 3�"z 9Y2" LVL Header SCALE;a„ o sA- 105 All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be W12 x 7r APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS G DEERKOSKI + ARM DESIGN AND ENGINEERING [:)PC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. :;;l RESIGN irs NGINEERING [SPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1 976 631-767-6071 CARMBBBB@a AOL.COM 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. '-6� '-� '-8� '- CN 125 CN 25 2x8 Rafters 16 o.c 3rxW t L HEADER 3rdf L NFArx 2x8 Rafters®16 o.c ------------ ---- ----------- DBL RFTR DBL RFTR 48 016"oc 2x8 0 I6"oc r I I B®116"oc , 2x8 016"oc — — — — — — — — — — — — — — — — — — — — — — — — — III I RATERS RAFTERS L � '� AFTERS RAFTERS II ��� I — — — 2x8 016"oc III I RAFTERS II I RAFTERS WORK NOTES: OR I H_ D Jasr o O O I ARC .41 AOCESS 1rx 11r LVL RIDGE / o� 1 "x 11r LVL RIDGE \\ EL J I I I 2x10 016'ocRAFTERS III 2 2x8 016"0c // \y ® RAFTERS Z I I I I I I I I I I K 4STbI S III I� RAFTERS III I � DII I (RAFTERS RAFTERS 2x8 016'oc - - — — — — — — — — 4— — — — — — — — — — — — — — — — — — x 2x;8 16'oc 2z8®16"0c DBL RFTR 2x13-Rafters - I 3'd'L t NEwEx 2x8 Rafters®16 o.c III CN 25 PROJECT: 2x8 0 16"oc LLJ DBL RFTR RAFTERS RAFTERS 2z8 Rafters 0 16 ox PROPOSED RESIDENCE 2x8 016'oc 2x8®16'oc e = = _ _ '—ay '—$y' FOR Vxwu.KM JNS DEVELOPMENT CN 1 5 EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: ROOF PLAN SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 11�QIF NEW, 2018-14 �5 a Oct', DRAWN BY: CMA CHECKED BY: «� s� JJD SCALE: 1/4" = 1'-0" 1 SECOND FLOOR I MAIN ROOF - STRUCTURAL FRAMING PLAN ARo1 SHEET NUMBER: A106 SCALE:ill A- 1 06 All interior headers not noted are to be 3rx 0/2" LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be V x 7)14 APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. I , ^ bora�',„.d�e0S "��,I '"a :tom .%, z� DC I N CISIGINCERINr. DPC. DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1975 631-767-6071 CARMBE3ae@AOL.COM OWNERSHIP & USE OF DOCUMENTS: ACQ Treated Roof Shingles WHITE AZEK TRIM 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. HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE SIDING WITH 6° EXPOSURE I li I I I, � II I I HALF ROUND ALUMINUM GUTTERS _ I I RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE I LLL I I WORK NOTES: ❑ oa BLUESTONE TREADS WHITE HB&G COLUMNS WHITE AZEK TRIM STUCCO RISERS FRONT ELEVATION WHITE AZEK TRIM ACQ Treated Roof Shingles PROJECT: PROPOSED RESIDENCE FOR HALF ROUND ALUMINUM GUTTERS J N S DEVELOPMENT RED CEDAR SHINGLE SIDINGWITH 6° EXPOSURE EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 �I I DRAWING TITLE: I�I HALF ROUND ALUMINUM GUTTERS IIII i ELEVATIONS - AS NOTED RED CEDAR SHINGLE SIDING WITH p EXPOSUR I STET: ISSUED FOR: DATE: STEAL: DATE: April 12, 2018 C PROJECT NO: 2018-14 L�lj 0F NEW DRAWN BY: 0EFR 0 CMA CHECKED BY: JJD m f 2 CALE: N�OA 0725w0� �� SHEET NUMBER: REAR ELEVATION R `ONP 2 A-201 DOB NUMBER: OF i JAMES J DEERKOSKI PE i OC DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1 978 631-767-6071 CARMBBBB@a AOL.COM ACQ Treated Roof Shingles 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 WHITE AZEK TRIM prepared without written consent. HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE SIDING WITH " EXPOSURE WORK NOTES: BLUESTONE TREADS WHITE HB&G COLUMNS STUCCO RISERS LEFT ELEVATION! ACQ Treated Roof Shingles PROJECT: PROPOSED RESIDENCE FOR WHITE AZEK TRIM J N S DEVELOPMENT EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: HALF ROUND ALUMINUM GUTTERS ELEVATIONS - AS NOTED RED CEDAR SHINGLE SIDING WITH " EXPOSURE SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 OF NEW DRAWN BY: ,L ;�c�J OFER yO,A CMA CO .�,. COs CHECKED BY: JJD - - - - -- w SCALE: C sai � n �p o l pJ\ �' SHEET NUMBER: A��FESSIO'�`�A� 2 DIGHT ELEVATION A-202 DOB NUMBER: OF JAMES J DEERKOSKI PE O DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ...rte REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS A 17 M ;: Irro ara —RING DPC REFER TO FOUNDATION DETAILS ; VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12' PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS sob MAIN STREET WESTHAMPTON BEACH NY 1 1976 631-767-6071 CARM6668 a@AOL.COM -� '�+ REFER TO EXTERIOR TRIM DETAILS 9" OWNERSHIP & USE OF DOCUMENTS: TOP OF RIDGE BEAM Insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm ® 1lat-boot unVented attic R-3t1 5"closed cell folie Design & Engineering, DPC. 3-1/2'x 11-7/8"LVL Ridge beam (VERIFY LOCATION Ridge Vent (Verify ventilation Requirements) � �' � „ � No part thereof shall be copied, disclosed to 0 Floors abewe unconditioned basement: R-3Q 4�.� :Cloyed cell f�a�s 18"ACQ Treated Tappersawn Shingles ®6'exp. ) others or used in connection with any work or Cedar Breather or Approved Ventilation Board(as required) 2x6 Collar Ti ®16 ]Floors above unconditioned arage cantilever space:R-30 batt project other than for which they have been oc b prepared without written consent. Ice and Water Sheld • Exterior above grade walls:R-27 (2"closed cell foam -I- R-15 un-faced Batt) 5/8'CDX Plywood Sheathing 2x8 Rafters— 16"oc. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING,FASTENINIG AND TE DOWN DETAILS '-0' 8 3-1/2" x 9-1/2'Rafter Header(VERIFY LOC N) Teco to Double Rafters (2) 2" x 10'Rafter Header(VERIFY LOCATION) N Teco to Double Rafters 5-1/4' x 16' FLUSH HEADER(CONTINUOUS) 2x6 /20 STRONG BACK 41/2" 2x8 Ceiling Joists®16 oc. fl O 90 \—R— 0 Insulation Type*X' Gypsum Wall Board on All Walls and Ce1hg TOP OF PLATE 2nd FLOOR c P BASED ON r-0'INTERIOR DOOR HEIGHT ^ DOOR SHOWN FOR GENERAL HEIGHTS _ REFER TO SOFFIT&FASCIA DETAILS o , .( 18'ACQ Treated Tappersawn Shingles 06'ezp. 44 c Cedar Breather or Approved Ventilation Board (as required) ' 15#FELT SECONDF 2x8 Rafters— 16"oc.5/8" CDX Plywood Sheathing R-25 Insula on � � � MNORK NOTES: II 2 R-19 Fiberglass Batt Insulation .7 R-19 Fiberglass Batt Insulation L __13/4� finished floor N " 1-3/4"x 11 7/8'LVL Box beam 3/4 CDX T&G Subfloor R-19 Fiberglass Batt Insulation 3/4 finished floor Provide Half Round Gutters TOP OF SUB FLOOR(2nd FLOOR) Note: All Gutters are to Drain to plywood subfloor— typical Drywells Provided by Building Contractor Tail 230 x 1 �'®16'OC TJI 230 x 11 016.OC ^� '-6' 1'-6' _TOP OF PLATE(1st FLOOR) ' �"x 4"Fascia rx 8' Fascia BASED ON ANDERSEN WINDOW EXTERIOR HEIGHT r V—Groove Soffit _ i i DOOR SHOWN FOR GENERAL HEIGHTS i _ REFER TO SOFFIT& FASCIA DETAILS TJ 230 z 11 016' OC rx6'Frieze Board R-19 Sound Insulation rx4' Frieze Board Packing R419 iSound Insulation I I : 18'Cedar shingles 0 5 1/2' exposure i i i i Y ACQ sill plates Air Infiltration Barrier 1/2'CDX Sheathings Type X'Gypsum Wall Board on 2x6-16" oc Wall Studs I All Walls and Ceiling ; , I Termite shield on fiberglass ' G.W.B. w/Vapor Barrier I I sill sealer— typical 2' 4" 2' I I co I (2) #5 bars I I I I b i i I I o i i PROJECT: FIRST FLOOR 1/2` dia.Anchor bolts, 18"long, 24' oc,12' mat from comers I I I I I IC. PROPOSED RESIDENCE I I I I I I CD R-19 Fiberglass Batt Inv lotion i i I I i NFOR I I ALL SPLICES ARE TO BE A MINIMUM OF 40 x BAR DIAMETER 3/4 " finished floor R-19 Fiberglass Batt Insulation I I I I I I DOUBLE JOIST BELOW ALL I 3/4'CDX T&G Subfloor i N DEVELOPMENT w i i PARALLEL WALLS(TYP) ' i i TOP OF SUB FLOOR (1st FLOOR) EUGENE'S ROAD R-30 INSULATION TA 230 x 1 �'016'OC TA 230 11 r 016' R-30 INSULATION - CUTCH 1 GE G 97_7_2 YORK r, Tz b pressure rea e z pressure rea e - - � ACQ sill plates 5Y'x 11�C APB GIRDER V2 x 113C APB GIRDER ACQ sill plates #5 bars 0 24" oc sill sealer— typical sill sealer— typical 2" GRADE vertical stirrups DRAWING TITLE: 2) #5 bars 3�i" DIA STL COLUMN (2) #5 ba �, s GRADE Q /" g BASEMENT 1/2' dia. Anchor bolts, 18"long, m CROSS SECTIONS & DETAILS s 1 2 dia. Anchor bolts, 18 long, � FOR STANDARD HEIGHTS � 24'oc, 12' max. from comers 24' oc, 12" max. from comers ¢ x " C) #5 bars 0 24' oc `4 m horizontal Z SET: ISSUED FOR: DATE: z • W m O F2 CD " 15 bars 24` oc e;� 15 bars®24"oc Q vertical stirrups vertical stirrups L #5 bars 0 24' oc #5 bars®24' oc o 8s horizontal horizontal —Waterproofing (2) #5 bars 4'CONCRETE SLAB 0 &6 MIL Pollypoured concrete floor slob ON VAPOR BARRIER 24'x 24"X 12" CONC FTG 2' SEAL: DATE: COMPACTED GRAVEL FILL OR with (4) #5 BARS— 6'oc Q 2' 2" 1/2'expansion joist between poured April 12, 2018 2) #5 bars CLEAN SAND (BOTH DIRECTIONS— TYP) (2) #5 ba concrete floor dab and all walls—typ. 2' 2' 1/2" expansion joist between poured 1/2" expansion joist betweeTpour:e _,"2!.. 2' BASEMENT SLAB HEIGHT concrete floor slab and all walls— typ.RASrMFNT concrete floor cab and all walls • PROJECT N0: e PC SLAB .r 2018-14 Clean compacted sand #5 bars®48 oc '���� ..,,��••�'� pE� DRAWN BY: #5 bars 0 48 oc #5 bars�48" oc vertical stirrups :3:,<:,:'::`. `' .. '��\�� �YO • vertical stirrups vertical stirrups • P 6"Clean compacted P ti R o�, CMA �'_6• 15 bars — 48" OC 15 bars— 48' OC ' sand �� .A. Excavate and Deepen Footing Excavate and Deepen Footing • • R~:w * Q CHECKED BY: as Required for Bearing on as Required for Bearing on nJJD Stable Material Stable Material „ bars— 48 OC SCALE: 18" z 8'CONCRETE FOOTING �' \ with (3)#5 BARS— 6' oc(the long way) SHEET NUMBER:ROS S�O� ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY with #5 BARS— 48'oc(the short way) 18"x 8"CONCRETE FOOTING 18"x 8' CONCRETE FOOTIN A-301 with (3) 115 BARS— 6' oc(the long way) with (3) #5 BARS— 6' oc(the long way) TYPICAL CONCRETE WALL DETAIL with 15 BARS— 48' oc(the short way) with 15 BARS — 48" oc (the short way) DOB NUMBER: OF REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS JAMES J DEERKOSKI PE OC OEERKOSKI t ARM DESIGN AND ENGINEERING DPC � . .1177-7,-777 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ;�Po REFER TO FOUNDATION DETAILS < 2o'-to' VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12• PROVIDE 2' CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 11978 631-767-6071 CARMSBBe@AOL.COM s HIREFER TO EXTERIOR TRIM DETAILS OWNERSP & USE OF DOCUMENTS: e Insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented z 11-7/8"LVL Ridge beam (VERIFY LOCATION) therein, are the property of Deeki + Arm 1-3/4" Design & Engineering, rkos Ridge Vent(Verify ventlatimn Requirements) 1'ir�t�lTr cel r~ti rented attic):'R-30 rkos dosed cell foam) No part thereof shall be copied, disclosed to 18'ACQ Treated Tappersawn Shingles 06"exp. Floors above unconditioned basement: R-30 (4.• "closed cell f0alri) others or used in connection with any work or ' 2x6 C lar Ties®16 oc Cedar Breather or Approved Ventilation Board (as required) * Floors above unconditioned garage/cantilever space:°R-30 batt project other than for which they have been Ice and Water Sheld • Exterior above grade walls:R-27 II closed cell foam + R-15 un-faced batt) prepared without written consent. 5/8' CDX Plywood Sheathing (REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 2x8 Rafters- 16'oc. -0" 3-1/2'x 9-1/2"Rafter Header(VERIFY LOCATION) (2) 2' x 10' Rafter Header('VERIFY LOCATION) Teco to Double Rafters Teco to Double Rafters %� 6cF'• '� ?fig „•% .`,; 2A20 STRONG BACK 9�f 4 1/2" 2x8 Ceiling Joists @ 16'oc. ® 00 12' R-30 Insulation— TOP nsulationTOP OF PLATE 2nd FLOOR)_ i 'Tyne'X" yp m Wall Board on All Walls and Ceiling 0 QL REFER TO SOFFIT&FASCIA DETAILS ` 18"ACQ Treated Tappersawn Shingles 06'ezp. Cedar Breather or Approved Ventilation Board (as required) e R-25 Insulal on 151 FELT 5/8' CDX Plywood Sheathing 2x8 Rafters- 16"I'm SECOND FLOOR BEDROOM#3 WORK NOTES: I C:) i I CV 3/4' finished floor 3/4"CDX T&G Subfloor 1-3/4'x 11 7/8"LVL Boz beam TOP OF SUB FLOOR(2nd FLOOR) Provide Half Round Gutters Note: All Gutters are to Drain to ^� Til 230 x 11 �" ®16'OC TJ 230 x 11 0 16' OC Drywells Provided by Building Contractor TOP OF PLATE(1st FLOOR)_ t'-6' ri r ri ri I T r1'-6' rx 4'Fascia rx 8'Fascia U REFER TO SOFFIT&FASCIA DETAILS r V-Groove Soffit �— rx6'Frieze Board � -19 Sound Insulation R-19 Sound Insulation \ rz4'frieze Board Packing � 18" Cedar shingles®5 1/2'exposure Air Infiltration Barrier ' Type'X' Gypsum Wali Board on 1/2" CDX Sheathing All Walls and Ceiling 2x6-16" oc Wall Studs 3ti G.W.B. w/Vapor Barrier z �i STAIR LANDING PANTRY OFFICE PROJECT: FIRST FLOOR -19 Fiberglass Batt Insulation PROPOSED RESIDENCE R-19 Fiberglass Batt Insulation FOR 4Fett Insulation 3/4" finished floor /4" CDX T&G Subfloor DOUBLE JOIST BELOW All J N S DEVELOPMENT TOP OF SUB FLOOR(1st FLOOR) PARALLEL WALLS(TYP) EUGENE'S ROA D HO x 11 ' 1s'oc TJ! 230 1 ' ®1s' oc CUTCHOGUE, NEW YORK TOP OF FOUNDAION TION R-30INSULATION 1000-97-7-26"2 z pres L x 0 pressure red o ACQ sill plates x 11� APB GIRDER 53¢' x 11W APB GIRDER ACQ sill plates • 15 burs sealer-typical sill sealer- typical Y GIRADE DRAWING TITLE: � ��2) bars SDIA SIL COLUMN (2) J5ba 1/2'dia. Anchor bolts, 18'long, 1/2' dia. Anchor bolts, 18'long, CROSS SECTIONS & DETAILS 24" oc, 12'max from comers 24' oc, 12"max. from comers a SET: ISSUED FOR: DATE: Z o AVERAGE EXISTING GRADE o Q o o ¢5 bars®24'oc 7 15 bars A 24' oc vertical stirrups vertical stirrups IM IL 15 bars®24"oc ¢5 bars®24'oc W $, horizontal horizontal 4' CONCRETE SLAB el SEAL: DATE: ON VAPOR BARRIER 24' x 24"X 12' CONIC FTG COMPACTED GRAVEL ALL OR with (4) 15 BARS- 6" oc Q April 12, 2018 2) #5 bars CLEAN SAND (BOTH DIRECTIONS- TYP) (2) 15 ba 2' 2" 1/2'expansion joist between poured 1/2' expansion joist between pour2' 2" concrete floor dab and all walls- typ* 9 AB HA T concrete floor slab and all walls- typ. PROJECT NO: 4'PC SLAB 2018-14 #5 bars 0 48 DRAWN BY:oc Clean compacted sand #5 bars 0 48" oc � NE • vertical stirrups vertical stirrups ,���� W L, CMA DrCR � 15 bars- 48•OC 15 bars- 48' OC t'_s� A� `' � � .�,;,,.�• q� '�- CHECKED BY: Excavate and Deepen Footing Excavate and Deepen Footing CO �. N, , �r as Required for Bearing on as Required for Bearing on ►. .+ `n ' JJD Stable Material Stable Material w SCALE: 1/2" = l'—O" 07251) �li� SHEET NUMBER: ENSURE A MINIMUM OF 2000 P9 SOIL BEARING CAPACITY ARO�gg{ON�� 18'x 8'CONCRETE FOOTING 18" x B"CONCRETE FOO11N ' A-302 with (3) #5 BARS- 6" oc(the long way) with (3) 15 BARS- 6"oc(the long way) with 15 BARS- 48'oc(the short way) with #.5 BARS- 48" oc(the short way) DOB NUMBER: OF JAMES J DEERKOSKI PE REFER TO GENERAL NOTES FOR ALL STRAPPING,NAILING,FASTENING AND TIE DOWN DETAILS © O E E R K O S K I + ARM DESIGN AND ENGINEERING D P C REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS - "73,rz, riq,r�,.n REFER TO FOUNDATION DETAILS 'A , h 20'-10'— VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12' PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 11978 637-767-6077 CARMBB88�a AOL.COM -��" _11• REFER TO EXTERIOR TRIM DETAILS 9' OWNERSHIP & USE OF DOCUMENTS: Insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented 3-1/2' x 14'LVL Ridge beam (VERIFY LOCATION) therein, are the property of Deerkoski + Arm Ridge Vent(Verify ventilation Requirements) w Ilot-Root(unverrted attic):, -30 (45"closcd tell foamy) Design & Engineering, DPC. No part thereof shall be copied, disclosed to 18 ACQ Treated Tappersawn Shingles @ 6 exp. • Floors above unconditioned basement, R- (4.5" closed cell foam) others or used in connection with any work or Cedar Breather or Approved Ventilation Board (as required) floors above-unconditioned garage/cantilever space: R_30 batt project other than for which they have been Ice and Water Sheld • Exterior above grade walls:R-27 (2"closed cell foam -I R-15 un-faced batt) prepared without written consent. 5/8' COX Plywood Sheathing 2x8 Rafters- 16'oc. REFER TO GENERAL NOTES FOR ALL STRAPPING,NAILING„FASTENING AND TIE DOWN DETAILS (2)2' x 10"Rafter Header(VERIFY LOCATION) 3-1/2'x -1/2"R er Header(VERIFY LOCATION) Teco to Double Rafters Teco t Double Rafters 41/2• o� 4.-en. 26 20 S G 0 0 0 2x8 Ceiling Joists 016'oc O 12' R-30 Insulation V. ' Type'X' Gypsum Wall Board on All Walls and Ceiling N MASTER BEDROOM �;, rn• REFER TO SOIFFlT k FASgA DETAILS R 18' ACQ Treated Toppersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) 15#FELT / b 5/8" CDX Plywood Sheathing J/ 2x8 Rafters- 16'oc. R-25 Insulation MASTER BEDROOM WORK NOTES: 0 N \Q 3/4' finished floor 3/4'finished floor 3-1/2'x 11 7/8'LVL Box beam 3/4'CDX T&G Subfloor 1-3/4' x 117/8'LVL Box beam 3/4' CDX T&cG Subfloor Provide Half Round Gutters ULI I F I I I I R-30 Insulation Note: All Gutters are to Drain to Drywels Provided by Building Contractor TJI 230 x 11 016 R-30 Insulation R-30 Insulation 46 TJ 2 x 6 C R-30 Insulation f_g• _6• TJ 230 x 11 015 OC rx 8' Fascia DOUBLE J1x 4 Fascia DOUBLE 11ELE 11PJOIST 3rx 11r LVL FLUSH HDR V-Groove Soffit 5rx 9r LVL DROPPED HDR 5rx 9r LVL DROPPED HDR FALSE BOXED GIRDER FALSE BOXED GIRDER REFER TO SOIFAT&c FASCIA DETAILS rx6'Frieze Board rx6'Frieze Board �'CDX PLYWOOD SHEATHING rx4'Frieze Board(Packing rx4' Frieze Board Packing "V-Groove Soffit 18"Cedar shingles 0 51/2"exposure Air Infiltration Barrier 5/8' CDX Sheathing 2x6-16'oc Wall Studs 'G.W.B. w/Vapor Barrier CONTINUOUS TIE DOWN ROD FRONT PORCH 7 o FRONT PORCH FOYER - 2 BLUESTONE ; I 2 BLUESTONE PROJECT: 2' CONCRETE SETTING BED 2'CONCRETE SETTING BED 4'POURED CONCRETE PAID 4'POURED CONCRETE PATO SLAB(3000psi)W/6 x 6 X10/10 WELDED WIRE MESH SLAB(3000psi) w/s x s PROPOSED RESIDENCE X10/10 WELDED WIRE MESH FOR 3/4"finished floor J N S DEVELOPMENT 3/4" plywood STUCCO subfloor- typical r-- EUGENE'S ROAD ... .. . . ...... .:. .. ......:•.:..... :.... . U66T, 230 x ®16'oc ROGUE, NEW YORK >^ 11�" � CUT C 1000-97-7-26.2 M AC¢4 Reinforcing rods in poured � 4 �4 Reinforcing rods in poured Q sill plates concrete haunch and at top of p.c. slab AVERAGE FINISHED GRADE o concrete haunch and at top of p.c. slab x Termite shield on fiberglass �2 2' 2 2' 2 M2— sill sealer- typical DRAWING TITLE: 2) J5 bars2) #5 bars IN 2) 5 bars ¢4 Reinforcing Rods at 36" oc #4 Reinforcing Rods at 36'oc. a Q Embedded 10' into center of 6' =EEmbedded 10" Into center of 6' 0 1/2'dia. Anchor bolts, 18'long, CROSS SECTIONS & DETAILS Concrete Wall. 24'a; 12' max. from comers COMPACTED BACKFILL 1 UNEXCAVATED Concrete wall. Pre-Bent up and into slab m Pre-Bent up and into slab " 18"Vertical x 24"Horizontal W ( ) (18 Vertical x 24 Horizontal)( 2) 15 bars SET: ISSUED FOR: DATE: 2' 2' BACKFILL Q o . � 2) 15 bars � o #5 bars 0 24' oc 15 bars 0 24'oc FOOTINGS ARE TO BE A MINIMUM OF 36" BELOW ANAL GRADE. 2" 2' N `; vertical stirrups • vertical stirrups BEAR ON UNDISTURBED SOIL-STEP FOOTINGS AS REQUIRED. bars 0 24 oc VERIFY SOIL BEARING CAPACITY-2000 PSI MINIMUM. ".-s• 15 bars- 48'OC 15 bars 0 24'oc horizontal • vertical stirrups SEAL: DATE: 18'x 8'CONCRETE FOOTING with (3)15 BARS- 6' oc(the long way) -1_g• 15 bars- 48'OC April 12, 2018 with 15 BARS- 48'oc(the short way) 2) J5 bars 18 x 8 CONCRETE FOOTING 2 2' 1/2'expansion joist between poured with (3) ¢5 BARS-6'oc(the long way) concrete floor olab and all walls- typ. PROJECT NO: with J5 BARS- 4Er oc(the short way) • 2018-14 5 bars 0 48' oc OF MEW DRAWN BY: FOOTINGS ARE TO BE A MINIMUM OF 36' BELOW ANAL GRADE vertical stirrups �� tr0 CMA 15 bars VERIFY DEPTH TO GROUND WATER BEAR ON UNDISTURBED SOIL- STEP FOOTINGS AS REQUIRED. - 48 OC CO CHECKED BY: VERIFY SOIL BEARING CAPACITY- 2000 PSI MINIMUM. ,k ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY * 't,' tY JJD �'_6• `� 'moi os� ��• n. -�- 18" x 8'CONCRETE FOOLING ►� _�? w with (3)15 BARS- 6"oc(the long way) 0, %�.; . . '.. z SCALE: with 15 BARS- 48' oc(the she way) 1' ter '" �� 1/2" = 1'-0" a 250'L �, SHEET NUMBER: 55\�NP � A-303 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS" ��Z.C,Fro—.yPp ��/ g y I � 6y g [q gg 6 Dr- sir.N & EN(31 f IY4RC` U Ar�6A'C REFER TO FOUNDATION DETAILS : VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKDSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 s REFER TO EXTERIOR TRIM DETAILS 3888B�a 12 --6-11• 61-767-6071 CARMAO L.COM OWNERSHIP & USE OF DOCUMENTS: Insulation Specifications: These drawings and specifications including the 3-1/2"x 11-7/8'LVL Ridge beam (VERIFY LOCATION) ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Ridge Vent(Verify ventilation Requirements) flat-Ro6f(iffive ited attic): R-30(4.5"clos�c l cell 1oatn) Design & Engineering, DPC. No part thereof shall be copied, disclosed to 18' ACQ Treated Tappersawn Shingles @ 6'exp. 0 1 leers above unconditioned basement: R-30 (4.5 closed cell foam) others or used in connection with any work or Cedar Breather or Approved Ventilation Board (as required) ® Floors above unconditioned garage/cantilever 5p ace: R-30 batt project other than for which they have been Ice and Water Shell • Exterior above grade walls:R-27 2"Closed cell foam -I- R-15 un-faced bath prepared without written consent. 5/8 CDX Plywood Sheathing 2x8 Rafters-16 oc. 20'- (2) 2" x 10'Rafter Header(VERIFY LOCATION) Teco to Double Rafters 2x6 /20 STRONG BACK 41/2" 2x8 Ceiling Joists 016'oc. .1 6` 12' R-30 Insulation N le ACQ Treated Tappersawn Shingles 0 6"exp. Cedar Breather or Approved Ventilation Board (as required) 15#FELT 5/8 CDX Plywood Sheathing 2x12 RIDGE BEAM 2212 HIP RAPIERS 2x8 Rafters-16'oc. I 18'ACQ Treated Tappersawn Shingles 06"ezp. Cedar Breather or Approved Ventilation Board(as required) WORK NOTES: 15 FELT CDX Plywood Sheathing 2x10 Rafters- 16'oc. 2x6 Ceiling Joists 032'oc R-19 Fiberglass Batt Insulation 10 16 c Zx 2x6 Ceiling Joists 032'oc 1-3/4'x 117/8'LVL Box beam 2x4-32'o x4-32'oc R-19 Fbergllass Batt Insulation , Provide Half Round Gutters 8 WIDE PLYWOOD FOR STORAGE Note: All Gutters are to Drain to Provide Half Round Gutters TJ 230 x 11 0 16"OC ^� Drywells Provided by Building Contractor DOUBLE JOIST HEADERS 2x10-16'oc CEILING JOISTS Note: All Gutters are to Drain to FOR PULL DOWN STAIRS Drywells Provided by Building Contractor x • 4'Fascia ALIGN 1-�� rx 8'Fascia r 1-� B'Fascia V-Groove Soffit ' V-Groove Soffit R-19 Fiberglass Batt Insulation '('x6'Frieze Board Frieze Board " R-19 Sound Insulation rx4' Frieze Board Packing 5/8'Type X Sheetrock '�"x6z6"Frieze Board Packing 18'Cedar shingles®5 1/2"exposure Type'X'Gypsum Wall Board on Air Infiltration Barrier 18"Cedar shingles 0 5 1/2"exposure NI Walls and Ceiling 1/2 CDX Sheathing Air Infiltration Barrier 2x6-16 oc Wall Studs 1/2 CDX Sheathing )'G.W.B. w/Vapor Barrier 2x6-16 oc Wall Studs "G.W.B. w/Vapor Barrier MUDROOM 5/8' Type X Sheetrock I CD I PROJECT: GARAGE R-19 Fiberglass Batt Insulation R-19 Fiberglass Batt Insulation PROPOSED RESIDENCE FOR R-19 Fiberglass Batt Insulation - J N S DEVELOPMENT DOUBLE JOIST BELOW ALL 18'Cedar shingles�51/2" exposure Air Infiltration Barrier PARALLEL WALLS(lYP) TOP OF HOUSE SUBFLOOR Overhead Garage door- 1/2'CDX Sheathing OC TJ 230 1 ®16' ^� See Elevations R— O nsuatI n 2x6-16 . oc Wall studs EUGENE'S ROAD TJ 23R 016' CUTCHOGUE NEW YORK VG.W.B. w/Vapor Barrier x 6 pressure ea 5�' x 11T APB GIRDER ACQ sill plates z pressure treated � ¢4 reinforcing rods 1000-97-7-26.2 ' c ACQ sill plates 12'o.c. each way sill sealer- typical GRADE 2• Termite shield on fiberglass sill sealer- typical DRAWING TITLE: BASEMENT DIA S1L COLUMN (2) 15 bar k41 F-1/2"dia. Anchor bolts, 18'long, ,� 5 bars®48"oc ma.veirz a horizontal "oc, 12'may CROSS SECTIONS & DETAILS AX long 24" from comers Q 24' oc, 12' max. from comers GARAGE FOUNDATION 0 15 bars 0 48' oc UNEXCAVATED - COMPACTED RCA 8' THICK CONCRETE WALLS x vertical stirrups 2) 5 bars GARAGE FINISH FLOOR: with 15 BARS- 48' oc(BOTH DIRECTIONS- TYP) 15 bars®48'oc g 2• 2' 6' REINFORCED CONCRETE SLAB with (2)15 BARS AT TOP &BOTTOM horizontal • W/6x6 W2.OzW2.0 EPDXY COATED WWM PROVIDE A MINIMUM OF 2' CONCRETE COVER ON REBAR 15 bars®48'oc SET: ISSUED FOR: DATE: ON VAPOR BARRIER OVER " (2) 15 ba vertical stirrups 15 bars®24"oc =E #5 bars ®48' oc COMPACTED FILL. 18 x 8 CONCRETE FOOTING 2• 2• vertical stirrups W vertical stirrups with (3) #5 BARS- 6'oc(the long way) �1_s• J5 bars- 48' OC With #5 BARS- 48" oc(the short way) • 15 bars 0 24 oc 15 bars®48 oc horizontal �, 18'x 8' CONCRETE FOOTING vertical stirrups • 4'CONCRETE SLAB • = with 3 BARS- 6" oc the Ion Iwo _6• ON VAPOR BARRIER 24'x 24 X 12 CONC FTG Ss ( ) i15 " ( 9 Y) 5 bars- 48 OC COMPACTED GRAVEL FILL OR with (4) #5 BARS- 6"oc with #5 BARS - 48 oc(the short way) SEAL: DATE: - Q with (3)#5 BARS 6 oc(the IOTIN April 12, 2018 long way) CLEAN SAN18* D(BOTH DIRECTIONS TYP) x 8CONCRETE (2) #5 bar � ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY 1/2" expansion joist between you 2' f with 15 BARS- 48" oc(the short way) concrete floor slab and all walls- typ. • PROJECT N0: Clean compacted sandvertical stirrups �(�of NE�7'� DRAWN BY: 2018-14 Excavate and Deepen Footing yt s #5 bars- 48 OC 1'-s' h `G `.,:;,; �O CMA as Required Material idfor Bearing on Stable CHECKED BY: JJD 2 SCALE: ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ARoSgtONQ� SHEET NUMBER: 18'x 81'CONCRETE FOOTIN With (3) 15 BARS- 16"oc (the long way) A-304 with 15 BARS- 48'oc(the short way) DOB NUMBER: OF JAMES J DEERKOSKI PE CO DEERKDSKI + ARM DESIGN AND ENGINEERING DPC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TE DOWN DETAILS ;NKA ° &UN & ENIGINErRINiG CIF REFER TO FOUNDATION DETAILS VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS D E E R K O S K I + A R M 224' ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 11119713 631-767-6071 CARM66BB@a AOL.COM REFER TO EXTERIOR TRIM DETAILS OWNERSHIP & USE OF DOCUMENTS: MATCH RIDGE HEIGHT Insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm 1-3/4'x 11-7/8" LVL Ridge beam (VERIFY Requirements) 0 llot Roo tanvented attic R-30 4 5„ nscd cell foa: Design & Engineering, DPC. Ridge Vent(Verify ventilation Requirements) -°' 6 Floors above unconditioned basement. R_3 (4.5"closed cell foam) No part or thereused f shall bctionpied, disclosed for 18" ACQ Treated Tappersawn Shingles 0 6"exp. w Floors abOlj' uncotlitioietl : e' car #ilever space:PZ-30 project other than for which they have been Cedar Breather or Approved Ventilation Board (as required) f prepared without written consent. Ice and Water Sheld • Exterior above grade walls:R-27 (2"closed cell foam+R-15 an-faced bath 5/8' COX Plywood Sheathing x6 Collar Ties 016'oc 2x8 Rafters- 16"oc. ,16� 4eIPo 116 164 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS I 2x6 /20 STRONG BACK 2x6/20 STRONG BACK � Q= 2x8 Ceiling Joists 016'oc. Q= � R-30 Insulation R-30 Insulation ` . `tip hoc " Type"X' Gypsum Wall Board on All Walls and Celing R-19 Fiberglass Batt Insulation g SECOND FLOOR WORK NOTES: e BEDROOM1 CLOSET BALCONY HALL R-19 Fiberglass Batt Ins lotion 1-3/4" x 117/8'LVL Box beam Provide Half Round Gutters 5T 18' LVL FLUSH HDR Note: All Gutters are to Drain to R-19 Fiberglass Batt Insulation Drywells Provided by Building Contractor TA 230 x 11 i' 016' OC TJI 230 x 11 �° 016' OC ^� rx 4'Fascia rx 8' Fascia R-19 Sound Insulation r V-Groove Soffit rx6' Frieze Board REFER TO DETAIL rx4" Frieze Board Packing X 18'Cedar shingles 0 5 1/2" exposure Air Infltration Barrier 1/2'COX Sheathing 2x6-16" oc Wall Studs iS K G.W.B. w/Vapor Barrier 3 GREAT ROOM FOYER b I _I oo & — CD R-19 Fiberglass Batt Insulation STAIRHALL PROJECT: FIRST FLOOR PROPOSED RESIDENCE PROVIDE HANDRAILS ON STAIRS AS REQUIRED BY GRADE FOR PROVIDE HANDRAILS ON PLATFORM AS REQUIRED BY GRADE R-19 Fiberglass Batt Insulation J N S DEVELOPMENT DOUBLE JOIST BELOW ALL PARALLEL WALLS(TYP) 3'x 11r LVL FLUSH HDR -- EUGENE'S ROAD %�R-30 Insulation � R-30 Insulation C TJI 230 x 11 �" 016' OC CUTCHOGUE, NEW YORK —� TJ 230 x 11 �' 016' oc 1000-97-7-26.2 X pressure treated ACO sill plates W x 11C APB GIRDER (VERIFY LOCATION) � o Termite shield on fiberglass DRAWING TITLE: / sill sealer- typical GRADE 2) #5 bars 12" oc JOISTS UNDER KITCHEN AREA RADE 1/2'dia. Anchor bolts, 18'long, CROSS SECTIONS & DETAILS 24' oc, 12' max. from comers X o 4" REINFORCED CONCRETE SLAB `v W/6x6 WWM s ON VAPOR BARRIER 9E m SET: ISSUED FOR: DATE: COMPACTED GRAVEL FILL OR Q CLEAN SAND o o . #5 bars 0 24" oc o = N vertical stirrups BASEMENT #5 bars 0 24' oc — LU horizontal Q SEAL: JDATE: 2) #5 bars 24" x 24' X 12' CONC FTG � � April 12, 2018 2' 2' with (4) #5 BARS- 6' oc 2. 1/2'expansion Joist between poured (BOTH DIRECTIONS- TYP) concrete floor slab and all walls - typ. 3ut DIA STL COLUMN pF NEWS PROJECT N0: • 4' IPC SLAB 2018-14 #5 bars 048" oc 15 bars 0 48"oc DEERS 0 DRAWN BY: • vertical stirrups vertical stirrups �' 0 'f �„ �_6• 15 bars- 48" OC #5 bars - 48" OC t,_6.� *� < .A. CMA r- ' tt«, K CHECKED BY: LU Lu 18'x 8"CONCRETE FOOTING 18' x 8'CONCRETE FOOTIN JJ D SCALE: with (3)15 BARS-6 oc(the long way) with (3) 15 BARS- 6 oc(the long way) 72.50' �� " with 15 BARS- 48 oc(the short way) with #5 BARS - 48 oc(the short way) �o _ �, 1/2' = 1'-0*' ��FESSI�N� SHEET NUMBER: ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY UUU A-305 DOB NUMBER: OF JAMES J DEERKOSKI PE OC OEERKOSKI + ARM DESIGN AND ENGINEERING DPC DESIGN r, FNI!3114t�F-RIIW3 DFJC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARMBBSBaPAOL.COM 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. 5/4 x 4 AZEK FASCIA 2x blockin I 1'-8' ' 5/4 blockin 5/4 x 8 AZEK FASCIA I5/4 x 4 AZEK RAKE BOARD �8Y» 5/4 x 8 AZEK RAKE BOARD c 4C�re WORK NOTES: � 0 N 1 CV 3/4' PLYWOOD SUBFLOOR 9" overhan 5'HALF ROUND ALUMINUM GUTTER w/2.T LEADERS 9. RAFTERS NOTCHED AT TOP PLATE I Plywood Gu Sheathing 5/4 x 4 AZEK FASCIA I, 6. 5/4 x 8 AZEK FASCIA 5/4 x 8 AZEK(asci 5/4 blocking I 2x6 sub fasci 5/4 x 6 AM FROZE/HEAD CASING I x 4 AZEK v-groove vented soffit 5/4' x 6' AZEK trim /4 blocking I PROJECT: PROPOSED RESIDENCE FOR TYPICAL DORMER SOFFIT DETAIL TYPICAL FLYING RAKE AT SIDEWALL DETAIL TYPICAL SOFFIT DETAIL JNS DEVELOPMENT SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" EUGENE'S ROAD CUTCHOGUE, NEW YORK 1000-97-7-26.2 DRAWING TITLE: EXTERIOR DETAILS SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 p'F NEW y DRAWN BY: DEERO CMA �CO ;`' ko6) CHECKED BY: cc JJD w SCALE: SHEET NUMBER: 1 A-306 DOB NUMBER: OF JAMES J DEERKOSKI PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC