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Home My WebLink About42901-Z �p�gUEFUt/r-^q� Town of Southold 3/6/2019 a P.O.Box 1179 0 53095 Main Rd os,�p�• yyp� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40249 Date: 3/6/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1420 Breakwater Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-9-7.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2018 pursuant to which Building Permit No. 42901 dated 7/27/2018 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 unfinished basement,rear deck, front entry and attached garage a applied for. (Modular) The certificate is issued to North Fork Greek Assc Corn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0065 2/19/2019 ELECTRICAL CERTIFICATE NO. 42901 2/13/2019 PLUMBERS CERTIFICATION DATED 4/2/2019 Ge e Almir dis \\�& zr*nty., -) 00 h e Signature 5V o�xc TOWN OF SOUTHOLD o�y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42901 Date: 7/27/2018 Permission is hereby granted to: North Fork Greek Assc Com 1950 Breakwater Rd PO BOX 1162 Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1420 Breakwater Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-9-7.8 Pursuant to application dated 7/19/2018 and approved by the Building Inspector. To expire on 1/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,755.20 CO -NEW DWELLING $50.00 Total: $1,805.20 Buil nspector 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. ��'It New Construction: / Old or Pre-existing Building: (check one) Location of Property: A House No. /y Street Hamlet =Owner or Owners of Property:/'+ /?y o11 C� P � cl, /c L Suffolk County Tax Map No 1000, Section l t� ('� Block 9 Lot �. Subdivision Filed Map. Lot: Permit No. q6 Date of Permit. Applicant: ( Health Dept.Approval: s �` ®®G�� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ AppI ire - OF SOU��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q a® roper.riche rt(cD-town.south old.ny.us Southold,NY 11971-0959 BUIIJDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. North Fork Greek Assc Address: 1420 Breakwater Rd City: Mattituck St: New York Zip: 11952 Building Permit# 42901 Section 106 Block: 9 Lot: 7.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA. Double Pole Electric License No- SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 2 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances �81 Dryer Recpt Emergency Fixture Time Clocks Disconnect 200. Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: "MODULAR HOUSE" 200a overhead service, 1-20a dish washer circuit, 1-combination smoke/co detector in basement, 1-attic ceding fan Notes* Inspector Signature: q Date: February 13 2019 81-Cert Electrical Compliance Form As o \a SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11790 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTJH[OLD CIERTIFICATION {, Date: Building Permit No. q0 1 I Owner: Ydr`L- F011C 611 C 4S0e (Please print) Plumber: r-r-Con1v (Please print) 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 day of `1 , 20 hl.YS1! $SMAN Nojary-Public;State of New York eglstration#01 SU62418J2 t]dalified In Suffolk Co +' Notary Public, o l(c County cvbomwf� n•Explres May.3,t,°"rte �� v OF SOUTyO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA KING REMARKS: � �% IPi A4 ✓ [-� 4 d��lz l h �h �✓ -��'1 wa i � • C" ov 6lpo(\ (IS h2 Vvd v oc do DATE Yy INSPECTOR 1,0/101 �O�apF SOGIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ U FNDATION 1ST T [ ] ROUGH PLBG. [ FOUNDATION 2ND IIID [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4va &4 1%�k DATE YDS INSPECTOR - t�yo�p �O�aOE SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. courrr+��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION ( FRA_MIN_G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION _ [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4Avr DATE IVI IC117odle INSPECTOR Vx/l �pF SOGl9 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 - INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION J,v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C,,- b, '6.kvl Q DATE INSPECTOR F SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] F UNDATION 2ND [ ] INSULATION [ FRNG /STRAPPING ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: WRO 49 ®i-v DATE l0 INSPECTOR OE50(/l # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA [ ] FRAMING /STRAPPING [ FINAD '--) [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f � . - f All 044/m'�� Soy - C'l � CJs oJA- ,� v e✓ Gori 0 ova IVA �• e✓ � � CST S r - �I�'t� DATE INSPECTOR pE 50U1y0� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE INSPECTORS Home Energy Rating Certificate Property HERS Breakwater Drive Rating Type: Confirmed Certified Energy Rater: Michael Caruso Almas Consruction LLC Rating Date: 2019-01-30 Rating Number: 2029 1420 Breakwater Rd Registry ID: 131035946 Mattituck, NY 11952 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 40.2 $1489 45% General information Cooling 0.9 $53 2% Conditioned Area 3089 sq. ft. House Type Single-family detached Hot Water 13.7 $501 15% Conditioned Volume 26248 cubic ft. Foundation Conditioned basement Lights/Appliances 23.1 $1212 37% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $65 2% Mechanical Systems Features Total 77.9 $3320 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Water Heating: Conventional, Propane, 0.68 EF, 50.0 Gal. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 115 cfm, 23.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.250 Above Grade Walls R-26.0 Infiltration Rate Htg: 658 Clg: 658 CFM50 Foundation Walls R-13.0 Method Blower dot Michael Caruso g-S v Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 430 Clothes Dryer CEF 3.30 Fax# Dishwasher (kWh/yr) 263 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 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. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 1420 Breakwater Rd City: Mattituck Builder Name: Almas Construction LLC Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-01-30 Outdoors Temp During Test: 30 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat Pumper Other❑ I Ventihm Type 3 Draft S in Ilaze Snillaee CO CO E tciettc Fuel Tvpe" Circle Type) Pascal (Worst Case), (Natural) (Worst Case) (Natural) Rating:92.0 N❑✓ P❑O❑E❑ N❑NOM❑S_2 NSA Pa. Pass❑✓ Fail ElPassRIFail❑ NSA PPM NIA PPM Water Heater Primary: Yes ID Type: Standard Tank ✓aIndirect Tankless El Size: 50.0 Style Common Vent L1No Il Instantaneous❑Commercial (See Note 5below) (Gallons) Stand Alone ❑✓ Fuel Venting TvpDrat Snillage Spillage(Natural) CO E cien CO (Circle Type) (Pascal) avorse Case) 0yorse Case) (Natural) EF: 0.68 N-P❑OaE0 N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ PassOFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑No -/ Oven CO 8 PPM Ambient CO(During Oven CO Testing) c 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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. Water Heater S le: 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 Caruso Rater Number: 7960376 Rater Signature: �r/'� �/-� Date: 2019-01-30 Home Energy Rating Certificate Property HERS Breakwater Drive Rating Type: Confirmed Certified Energy Rater: Michael Caruso Almas Consruction LLC Rating Date: 2019-01-30 Rating Number: 2029 1420 Breakwater Rd Registry ID: 131035946 Mattituck, NY 11952 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 40.2 $1489 45% Generallnformation Cooling 0.9 $53 2% Conditioned Area 3089 sq. ft. House Type Single-family detached Hot Water 13.7 $501 7% Conditioned Volume 26248 cubic ft. Foundation Conditioned basement Lights/Appliances 23.1 $1212 37%37% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $65 2% Mechanical Systems Features Total 77.9 $3320 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Water Heating: Conventional, Propane, 0.68 EF, 50.0 Gal. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 115 cfm, 23.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.250 Above Grade Walls R-26.0 Infiltration Rate Htg: 658 Clg: 658 CFM50 Foundation Walls R-13.0 Method Blower door Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 430 Clothes Dryer CEF 3.30 Fax# Dishwasher (kWh/yr) 263 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 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. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 1420 Breakwater Rd City: Mattituck Builder Name: Almas Construction LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 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: 2019-01-30 Outdoors Temp During Test: 30 °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 W1 Net Change: N/A pa. If Yes,Total CFM Simulated (explain to notes) NOTES: Heating.System' Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ r z Venting type 3 Drat Spillage Sin Mage GO CO Efficiency Fuel.Tvpe Circle T e ascal) forst Case) (Natural) (Worst Case) atural , Rating:92.0 NOPEI O❑E❑ N❑,,❑M❑SE NSA Pa. Pass❑✓ Fai10 Pass_❑✓Fail❑ N/APPM NIA PPM Yes ❑✓ Type: Standard Tank[✓EIndirect oTanldess ❑ Size: 50.0 Style Common Vent El Water Heater ; Primary: No n Instantaneous❑Commercial (See Note 5helow) (Gallons) 4 Stand Alone ❑✓ s z Venting type 3 Drat S i_p llage Spillage(Natural) CO CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (worse Case) fforse Case) (Natural) ED 0.68 N❑✓ P❑O❑E❑ N❑M❑✓ S❑ N/A Pa. Pass[Z]Fail❑ Pass❑✓Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No ✓❑ Oven CO $ PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z 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 WaterHeaterStyle: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S 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 Caruso Rater Number: 7960376 Rater Signature: Date: 2019-01-30 Rbbert Jaynes Higgins Architect 50,Hfdden"Acres Rath Wading,_River,,,NY 11792' 631-208-3351 February 27, 2019 Town of Southold Building Department 'P:,O.'Box 1'179 :Southold, NY RE: 1420 BREAKWATER ROAD, MATTITUCK, NY 11952 Contractor: Almas Homes, Rte 25a, Wading River, NY I have reviewed the information provided to me by D,elfino Insulation company regarding the Thermal'Barrier Coating.applted'to the'basementwalls for the above project. The basement walls were applied with 2 closed cell spray foam with a thermal barrier coating which is in compliance with the IRC R316.4 of the international residential code of 2015. nce el '° '• 0191 Rob Op Pi I mK ALMAS CONSTRUCTION. PESIDENTIA1 A sN'D CONI0'IERC I t%L C.ONTR hC TING February 26th, 2019 RE: Town of Southold Building Dept. Inspection of 1420 Breakwater Road, Mattituck,NY To Whom It May Concern, This is a letter of affidavit by Almas Construction, LLC satisfying Chapter 236, Soil Stabilization to confirm that this work will be completed by May 111, 2019. Please feel free to contact the office if you have any questions or concerns regarding this matter. Best Regards, Keith McLaughlin etGsvae v02 N\G.#o�oe�C'°n�1. spy P a 0 N°Qie9�aC�ted��.P`�es G°tom'�,gs\on 263 Rt 25A,Wading River NY 11792—Phone: 631-929-6831— Fax:631-929-6850 www.almasconstruction.com BBB, � N # N tL8� (Q (D fA E 0 cn m 8 CD w CL i 0 i I 0 _A Z P N -p N E O O ' IIK v a,t s ' r V L Sr A naNING J nk Is 19M a Brov a CON ' • COMMMNTS FOLTNDAT16N(IST) • 1 • 1 �7�� 11 Ur/�ili�'.�i7t�' iii ' ' - � � � � ��lt_'�'•'� PLUMBINGROUG AMING& INSULATIONvul ENERGY • 1 IL �t7,��1W "�-•�� rte• �� •I •� orf/ J 1W! a.��i 1 . . u11/1 . -- MA — YIL�ILs� � off ► = � � � � �� ' ' �I .l.i. ' ��I r r, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN FALL"� Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 %-_1urvey Southoldtownny.gov PERMIT NO. eck �r Septic Form �rY.S.D.E.C. /Vr4- \ --Trftstees AI(4 V C.O.Application ��l d Permit Examined 20� _ S.3 gle&Separate-9� D jD VTruss Identification Form Storm-Water Assessment Form Contact: �l w-4-S ��S{�•-c_IZ.�� Approved 20 ,� J U L 1 9 2010 Mail to: Z(o 1L-4-e- 2 s Disapproved a/c BUILDINGD T® 3 Oc Phone: W3 Expiration 20 Building spector APPLICATION FOR BUILDING PERMIT Date �--/o-h 120,-UA INSTRUCTIONS 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. /�Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. mac.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. tee.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. lf.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature applicant or name,if a corporation) (Mailing address of applicant) I j x-92 State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician,plumber or builder 1.11 Name of owner of premises —T S h y�. o..., ®� �'�r,S Iz Ge�ee (As on the tax roll or latest deed) If applica o , signature of duly authorized officer ame d tit e o corporate officer) J Builders License No. N -L! S i' - q Plumbers License No. Electricians License No. 39 1 3— t-k E Other Trade's License No. 1. Location of land on which proposed work will be done: �1 IJfre,,it- G / , 1c,(n�/v� House Number Street Hamlet County Tax Map No. 1000 Section d Block 1� Lot o Subdivision Filed Map No. Lot \� � P ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building ��Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units A Number of dwelling units on each floor I If garage, number of cars 2 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 � r 8. Dimensions of entire new construction: Front g y r I Rear r Depth 2� Height 11 2� Number of Stories 9. Size of lot: Front 1�t7,� I } Rear 4 V 3. ( Depth 7 �• G � 10. Date of Purchase"ovr k 19 13 Name of Former Owner _c ,,, // o'e—C, Ic , 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES ,"*--NO Will excess fill be removed from premises?YES NO-.,-' 14.Names of Owner of premisesGm'-1c-ad4-oby eb /Address are le "W/urehone No.`-�f Name of Architect Address So IfiJ--Je,� (?/-cPhone No &'jj Za L-3,Ix&— Name of Contractor QjicAddress 'je e hone No. eg3 i - 9 Lg -4 ,P3 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. ALYSE 9USSUA—W STATE OF NEW YORK) Notary' Public,State of New York SS: Registration#01 SU6241892 COUNTY OF SAlk ) 06alified In Suffolk CountyV uc, domrr)is�ion Expires Mair-31, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CV (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I day of 20 I Notary Public Signature o p ant ° Scott A. Russell S IWFQ'� S'7C'�O�R'.MWAT]EIR. SUPERVISOR ' z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 V' 53095 Main Road-SOUTHOLD,NEW YORK 119710 . Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUL 2 3 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT IWOLVE ANY of THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑["'B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. -❑�. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 00-b. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑L1 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT= (Property owner,resign Professional,Agent,Contractor,Ohms) S.C.T.M. #: 1000 Date: Dortct NAME Section Block Lot Q c /_ "* *FOR BUILDING DEPARTMENT USE ONLY**°� Contact Information ?] i 1 �// & S-3 I fi'ehpirone Num6erl Reviewed By: 745 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — f� �� Approved for processing Building Permit. 1� Stormwater Management Control Plan Not Required. Yd✓!C Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Desip Professional,Agent,Contractor,other) Lk- ,,- - LL t 0(o Stormwater Management Control Plan CHECK LIST NAME: � 6'^c t�Lro' section Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. PI—Pnnt Date. 3 * The applicant must provide a Complete Explanation and/or Reason for not providing �$1— a9-b�31 �- I 1 all Information that has been Required by the following Checklistl IgnNtve mql are Numbs 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries 0 -b. Total Site Acreage. i c. Existing-Natural&Man Made Features within 500 L.F. Contact 10S Engineering at -beefere of the Site Boundary as required by§236-17(C)(2). Backfill, QR Provide EngineeF'S Geftification d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water. that the drainage has been installed to eude. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) /, g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 t—A., co j. Location of proposed Soil Stockpile Area(s). 0O k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). 00 EROSION&SEDIMENT CONTROLS M. Location of all proposed erosion&sediment control measures. Shall include but not be limited to: 2. Stormwater Management Control Plan must include Calculations showing A well maintained Construction Entrance that the stormwater improvements are sized to capture,store,and infiltrate Wire Backed Silt Fencing,stabilization & on-site the run-off from all impervious surfaces generated by a two V)inch Seeding of exposed and/or inactivp sails, rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. / b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0201 d. Leaching Structures (e.g.infiltration basins,swales,etc.) ****FOR ENGINEERING PART ENT USE ONLY is Required. Reviewed & tor ter anagement Control Plan is Not Complete. Approved By: 6r,'I'y — — — — — — — — — — — — — — — — — — — — — — — — ! Stormwater Management Control Plan is Complete. Date: ? ZG J' ,� SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert(abtown.south old.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: AUGUST 29® 20IlS COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NECRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (63I) 361-6440 CELL # (531) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol®corn 'OBSITE INFORMATION NAME: NORTH FORK GREEK ASSOCRATES ADDRESS: a420 BREAKWATER [COAD CROSS STREET: MATTX TUCK NSP 11952 PHONE NUMBER: PERMIT NUMBER: 42901 TAX MAP # District: Section.- Block: Lot: BRIEF DESCRIPTION OF WORK: MODULAR HOME Is job ready for inspection: NO Do you need a Temp Certificate: YES ® please send Temp TEMP INFORMATION (if needed) Service Size 208 AMP OVER HEAD New Service, YES ` Additional_Information - S 3,�,� e �pp�sUFFat��,oGy, BUILDING DEPARTMENT-Electrical Inspector R ? TOWN OF SOUTHOLD N a p Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-095 'f.JjO a� Telephone (631)765-1802-FAX(631)d765-9502 1 Date / 1,�� 2018 Temporary Certificate # G� Customer Name Q lam' Gil/Ct Electrician Name 6(A116 - Phone Adt a� e-mail IDSL ` e-mail �� !yam License# Phone #of Meters / Size�A Phase Overhead�_.Underground Remarks CWS #of Underground Laterals 1 2 New Fire Reconnect "H" Frame or Pole H P Flood Reconnect Was work done on Service? Y/N Service Reconnected Old Meter# applicant's notification that this installation Application for electrical service equipment is on file with the town of Southold.on the app is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid for 90�iaysfe ate above. Authorized by Telephone 631 765-1802 Town Hall Annex �� p ( ) 54375 Main Road r Fax(631)765-9502 P. O. Box 1179 c Southold, NY 11971-0959 1 BUILDING DEPARTMENT NOTICE.-OF UTILIZATION OF TRUSS-TYP!E'CONSTRUCTION, PREpENOINEERED, WOOD CONSTRUCTION AND/OR-TIMBER CONSTRUCTION Dated �— __' J - Location of Property: Please take otice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form):. c t-,A _e Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 dr • ASN' r. n pit r fi II IOtt 'Not I I-FT A, -syn.J1 .jump, I ski jpmo Q; 'y-$ANITARY FL L ov 00R�* go sets ON a I4 AdRA i'e TMC E�,\AC 01 EAD.Woo my it 76SASf a6walos SWoee AA! 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LOW too, R *NT qw,&IMe SCIP;I %2>3; BERND! 0'AfEf�-f A,CL66N Ref HA Also 4 p GQB VV6--`;�",.III-NoR,'Rb' V-�NER '4ADING Ai to-j y.JYlr,i gYnlr IAIII a LOT AREA = 46,582 SQ.FT ( 1.069 ACRES ) 1 STY FR DWELLING W/ 3 BEDROOMS SANITARY SYSTEM 1000 GAL. SEPTIC TANK, 1 LEACHING POOL 8'DIA. X. 12' DEEP GAR FL ELEV = 54.0 (50.3) EXISTING ELEVATIONS FFL ELEV = 56.0 FIRST FLOOR = 1,565 ± SQ. FT. GARAGE = 570 ± SQ. FT. ELECTRIC SERVICE FROM OVERHEAD SERVICE -NO GAS SERVICE DWELLING / PUBLIC WATER NOW OR FORMERLY BERGEN DWELLING / PUBLIC WATER S 19'04'30"W 143.67' 0.1's post and rad fenc fc 5.4E fd mon 4.3'E fd mon fence 1.0'E meandering X X 1.0's i X X X _7 29.85'/ (56.0) i \3.8'W (56.4) 7.5'W wd tree fort 4 DO O U ' Z Z O F= Q U _ Ld ¢ Q Z } J _I :12i j a 0- v drywell d drywell Ld Q:: 0 Lz \zW' dnoors O 60 0' (54.0)(54.0) ce 16x12' 0 31' 24.1P- PROOSE wO ` N GAR 1 STY FR DWELL --- --- — --- - 24.1' loz -(54.0) ceanut 600 -31. (54.0) — - - - -- w I o N N EXP LP n 3 -Z 0 CD ct co ST HOLE fd mon /200.00' (52.1) I I (�•7)' 1,381:19' N 17'52'43"E 116.39' ACTUAL N -18'27'00"E N 17°50'00"E 116.22' DEED 33.78' _ (53.6) LUTHER'S ROAD (49:0) (_ BREAKWATER ROAD ) existing water main VACANT DWELLING / PUBLIC WATER TEST HOLE BY McDONALD GEOSCIENCE n-jE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE DATE 5-1-2018 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE-ARE NOT JOB No. 18-87" FILE No. 1014E - - INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS,_PATIOS, - 0' _ Dark brown -PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION ' loam OL SURVEYED,FOR; TRANSFIGURATION;0-F. CHRIST GREEK a 0.5' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION ORTHODOX CHURCH Brown Silt NIL 7209-OF THE NEW YORK STATE EDUCATION UW. - " 2' =GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE -_ • SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL - SITUATED AT MATTITUCK Brown Silty AGENCY TWD'LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIONEES OF THE -sand SM LENDING INSTITUTION. GUARANTEES ARE-NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN- OF -SOUTHOLD, SUFFOLK -COUNTY, N.Y. 4. - OR SUBSEQUENT OWNERS. - - - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S-INKED SEAL OR SCALE 1'' = 40' DATE 5-8=2018' Pale brown EMBOSSED SEAL SHALL NOT BE A VAUD TRUE COPY. FILED -MAP-No. ,DATE fine sand SP �� ®�y CERTIFIED 0 'L �e'TRA6VC TAX MAP No. 1000=106-9-7.8, DISK 2018 „ HAROLD F. _TRA-NCHON JR. P.C. NO WATER,_ENCOUNTERED .=��'� � � LA ND.S URV EY O R-_"- P.O. BOX 616 le'�'F 0459 WA DING• RIVER_-MA NOR ,RD: WADING RIVER, NEW YORK,- 11792- _ 1,AND ��- N.Y. LIC: No. 048992- 631-929-4695_ HAROLDF. T RAN PENN. LIC. No. 2115-E LOT AREA = 46,582 SQ.FT. ( 1.069 ACRES ) 1 STY FR DWELLING W/ 3 BEDROOMS SANITARY SYSTEM 1000 GAL. SEPTIC TANK, 1 LEACHING POOL B'DIA. X. 12' DEEP GAR FL ELEV = 54.0 (50 3) EXISTING ELEVATIONS FFL ELEV = 56.0 FIRST FLOOR = 1,565 ± SQ. FT. GARAGE = 570 ± SQ. FT. yi _°� h UJ _z ELECTRIC SERVICE FROM OVERHEAD SERVICE " NO GAS SERVICE C-41 DWELLING / PUBLIC WATER NOW OR FORMERLY BERGEN :a 7r DWELLING / PUBLIC WATER S 19'04'30"W ; 143.67' o.1's fd mon fence 1.O'E meandering post and rail fence fc '5`.4� fd mon 4.3'E 1 X 1.0'S (1 IN,29.85' N s (56.4) - (56.0) � \ 3 8'W 7.5'W wd tree fort SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLC FAmiLY RESIDENCE ONLY DA . REF. NO. 9/0A-( & M APPROVED z Z FOR MAfEYMARS OF BEDROOMS Q EXPIRES THR F OM DATE Of APPROVA U z W Q Q O 0_ drywell drywell o \ \ w O O c� O J Ld O .Y►U 54.0) (54.0) 3( O p 0 31, ^ 24.1' 60.0' z PROPOSE • N GAR 1 STY FR DWELL N O 24 1' interior z (54.0) cleanout 60.0' 31' - - - = (54.0) - . 04 O LN \ P LP n rtv O 3 z 0 I CL EST HOLE fd man /200.00' (52.1) I I (48.7) 1,381.19' N 1-752'43"E 116.39' ACTUAL N 18'27'00"E N 17'50'00"E 116.22' DEED 33.78' (53.6) LUTHER'S ROAD (49.0) ( BREAKWATER ROAD ) existing water main VACANT DWELLING / PUBLIC WATER TEST HOLE BY McDONALD GEOSCIENCE THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE DATE 5-1-2018 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 18-87 FILE No. 1014F INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS, 0' Dark brown PLANTING AREAS. ADDITION TO BUILDINGS OR ANY OTHER-CONSTRUCTION. SURVEYED FOR TRANSFIGURATION OF CHRIST GREEK 0.5' loam OL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION ORTHODOX CHURCH Brown silt ML 7209 OF THE NEW YORK STATE EDUCATION LAW. _ - 2 GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY;GOVERNMENTAL SITUATED AT MATTITUCK Brown silty AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE sand SM LENDING INSTITUTION. GUARANIES ARE NOT TRANSFERABLE TO ADOITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. 4' OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-8-2018 Pale brown EMBOSSED SEAL.SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. DATE fine sand SP pF NEW • CERTIFIED ON �TcO. y®� TAX MAP No. 1000-106-9-7.8 DISK 2018 17' v® '6RAiVo' ® '� NO WATER ENCOUNTERED 4 dO 'i HAROLD F. TRANCHON JR. P.C. s=a LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, 04�, NEW YORK, 11792 LIC. No. 048992 631-929-4695 HAROLD F. TPENN.-LIC. No. 2115-E l - LOT AREA = 46,582 'SQ.FT- 18-178 -- 7.089 acres NOW,-OR FORMERLY''BERGEN S 19'04'30"W 143.67' 0.1's- _ fence 1.0'E meandering post and nail fence fe 5.4'E••;, td mon 4.3'E rd mon X X-- X X _ 2,9.85',' N (56.0)< \ 3:8V 7.5'W wd, tree"fort,. ' AUG• ? s • .r a r G J� t +r r •'rx = s,•-�I• w rwt•L..�� _ _ 'r= o,`'�' ,.:6 "•� .f- •%.�' - ,i� a `� C - •i:. r��•, - �' `�' �l' a' C _ '> . _ '�`- - - 9,,-�'''��` Jr'�Y�ap a• a•Vl°7'^ Y- .�. ,.. .�. "r�F7 -fi'``g r• "r-'L: .'• :^'�.,h - 32.3' 24.1" 60.0' �• b ' .6qR FOUNDAtTJON ^ - 24.1'' l�• � f� h �i,P O •�'s• ..r„�i'' ' - 7.y, ,ti- 'e +. n ~r n� i "a., ' - t_ ' ! • Q', {>ap r ''P a' ,r.• • �' ,' v sem' -, _' to' aQu',_ '_�''•6. 0..(` J - ° r • . 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N•r} ` _ 'a S.kIRVEI'Ef2•rF.OR?RANSFIGU{AT10 1:OF 0HR1ST;•GREEK ;�t+Tias zeoiAiTER)T,)W at ADWONl XD TNtS'PJRVEYIS A HDt°l,nDfr'•OF stcirorta.• ' „ORTHODOX:Ltl URCht tiElY','f6k TATE EDUCATION Ulw: G11t3va7diEL&+i J TETT NERDDf SFUJ� RGt1 �iU�xO ZNE P SO{1 fbR YYFBkd si :rr>s � v � ori igsP> Tb.T1iT�raaairr;covEa+acrk 'Slrt7ArE? P1 MArrrruGK�, �; Yr r ' i�Y ts',:v ii Sd:I11C CNSTRUTION•fJSTED,},;FiFItEON,,AND TO THE-A5}Cd'1EES OF inD_N., ,`ar.x�u��lixTE'Es:ARE NOT E~ToiwomoN �+grmrtfa+s Wrf' O `50UTHOLO;¢SLfFFlOLK,',.CCI'mIJIVTY,; " DATE:5r-'8 M20j1'8= PIE"r QF#Tf{I5-5UiiYEY:' P.lFO'T BENt�ItC TtIE ttlD $URI:EEYOR s 1t+KE�'S :bli r' j �r t.• a , plll�, +EIJ80S4ED,SFJG St�AIA JtOT`BE'CO V/dJD;TRU£r�`bm .Yr, ;FILED IAAF' z DATE •V-j >* ;t ';' !O'r-•:• , i'."'f. r C ,•u .',� r ` a ''.'i° • '��.''C'�!w`} .,,C�R�[F�ED"`ON��• TRd' ' 2. � ..' i` ,TAX �1u�i4P'�Nq. 1000—`-'•fiOFr:`9-•7.�8:- � �. �� `D(SK,.201-8�.:;,- �: `` V' FfiAROk : F •TRANCHd�I`kF: :1' C-r; KN6 Sb c��4• `i1 .�'1 / � iY. y pj .0 ` Y` l• ° 'i'_ '°- + � w-.';�, r.�r�.c71J/1�V fV )•5 `2•^,: ,r a� C'c�` °' Q4$99 O `. , 66,W ` ! ,�G'Rt�l' —MANaR:RD.WAOING.R!SER;* y A. :fh YORK, 11792., W _^ ^HA�[�OL D,F,.�T RAN LANDS 1 Ys i (0•°`t� Q ? ?s, �G `j�9"29 '4.6 Al , �ti- ",' . 'r~'... ' -�" ,µ. 4`{.t-`r 2" _ _ , . 'y- r `., r � ..d y ._l;�M1 ',..'`�'�x c s'�•a� �`„"' :!�� •'}, C. . 1 LOT-AREA '= 46,582 SQ.FT. NOW OR y'FORMERLY BERGI' 18-178 ! 1.069 'acres S 19'04'30"W 143.67' 19-28 , 0L' � fence 1.0'E meandering post and rail fence fc 5. fd mon 4.3'E fd mon4. X X X X 1.0'S 29.85•/ (56.0) N \a (56.4) i 3.8'W 74-W - wd tree fort - I -OUFFOLK COUji , Y OFUJ'EALTH SERVICE i APPR:J',f.._L 0f=CSN^ve i RUCTED ED WORKS F OR A SIS,C-LE FAAI,ILY RESIDE CE ®ate 9 2039 H.S. � Na. o °� 0'l 9-- OGYo T e SE1Wa.o n L6 M 9e�iPIP03 1 and Mater soppy facdtl s a.�gi ;�� Inspected and/or ceItified by(bis Lie S+�� ..�ft-ne.ta z ba satisfaotOPY FOR A P10AXIMUM .F SEn$ other a9erxss �- z BEDR00,113® o o Craig i{trapper P.E. z Office of wastewater Chief <- - � z dry l p8'd'a x5'deep dry well W. v w%dome 8'dia.x5'deep z w/dome O Ofr S5' Ld or � 0 O Of O 19.5' 32 wood 16 "' �C c deck 32.3' O O 60:0' Z - � 24.1' N GAR 1 STY FR DWELLING N 'r, ` CC v# +.e Z 24.1' 60.0' 31.0' 27 :_9:5' i �� ' LLf .walk 47 O �J ,=l s wood- -0 4'i5' P 41 lansteps diins& . ,0 1"� ? `�) ZCO [ drywell I O 8'dia.xt0'deep I � (Y mon ;200.00' (52.1) (48.7) 1,381.19' LL I N 1752'43"E 116.39' ACTUAL N 18'27'00"E N' 1750'00"E 116.22' DEED 33.78' LUTHER'S ROAD '(53.6) ( BREAKWATER ROAD ) (49.0) NOTE: _CESSPOOL, SEPTIC TANK & WATER 2-10-2019 FINAL SURVEY SERVICE LOCATIONS ,BY OTHERS. 8-17-2018 FOUNDATION LOCATION THE OFFSETS (OR-6MENSI6NS)-SHOWN HEREON FROM THE STRUCTURES TO THE .PROPERT( LINES ARE FOR A SPECIFIC'PURPOSE AND-USE AND THEREFORE ARE NOT JOB No. 18-87 FILE No. 1014E INTENDED TO,GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS, PLANTING'AREAS.ADDITION-TO BUILDINGS OR ANY OTHER CONSTRUCTIQN. SURVEYED FOR TRANSFIGURATION OF CHRIST GREEK UNAUTHORIZED ALTERATION_ OR•ADDIAON TO THIS SURVEY IS A VIOLATION OF SECTION ORTHODOX CHURCH 7209 OF THE NEIN YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SHALL RUN'ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF:TO THE TTRB COMPANY. GOVERNMENTAL SITUATED AT. MATTITUCK AND D LENDING INSTITUTION LISTED HEREON, AND'TO THE ASSIGNEES OF THE IFMfNNG INSTITUTION. Gt1g*Ma ARE NOT TRANSFERABLE TO A?iNTIONAL INSTITUTIONS 'TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP'NOT BEAM NG THE LAID SURVEYORS INKED SEAL OR SCALE 1" = 40' DATE 5-8-2018 EMBOSSED SEAL SHALL,NOT BE C - A VALID TRUE COPY. FILED MAP No. DATE 6 CERTIFIED 0 :-RAivc -� TAX MAP 'No. 1000-106-9-7.8 DISK 2018 2 0 cc HAROLD F. TRANCHON JR. P.C. ?0 LAND SURVEYOR P.O. BOX 616 o, 04 1 1866 WADING RIVER—MANOR RD. WADING RIVER, 5�� NEW YORK, 11792 LAND Y. LIC. No. 048992 631-929-4695 HAROLD F. T RA N PENN. LIC. No. 2115—E STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW.DOS NY.GOV SECRETARY OF STATE June 29, 2018 Mr. Matt Fiscus Pennkraft Building Systems, Inc. One Mauro Ave. Knox, PA 16232 RE: M071-2012-140 System Approval Extension #8 Dear Mr. Fiscus: This letter is to inform the code enforcement official that the New York State Department of State (DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings System of Models under approval designated M071-2012-140. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorporates by reference the New York State 2017 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on August 30, 2018 unless sooner revoked or replaced by full approval of the System renewal M071-2016-086 currently under review for compliance with the New York State 2017 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, ea'- John Addario, PE -Director Division of Building Standards and Codes cc. Don Thomas Jr.,AIA D ; Renee Moist, PFS Corp. JUL 1 9 201 Corp. File: Pennkraft Ext 2017-8.doc BIDING DEPT. T0-TN 077, S; -NOTHO ,D NEW YORK STATE OF Department OPPORTUNITY, of State Site location �71W ' , 1 1 '' p 41.j ' kr ! Legend � 1950 Breakwater Rd �;,� .yam; k�`•� � :�:�, 4r JR -Aw �1�ll�rJt ��` tip!.,.ti-•�,� ''� i. f�i' "� _ �� l' IAO fA .► ,� �� , '�yi•. {r �1 ,�1i'Y'dr �l �•tr app ,r:-�,• .... •:y � _ tJ1 .tom: �"_i 'a- � � - - JOB PKB-Q0647 Cassone SHEET NO 1 OF CALCULATED BY DATE 7/9/2018 CHECKED BY DATE Whole House Ventilation Supply Air Worksheet Manual J Table 5A ,'Aide SA 'Defauft Air ChaqgbVplue's for-Three orf7bur-Exposures -�I;6nstvualon Ajr 6fiang-eluger 14pur(H6lfi gjIrtfillitstltitt !�F!4 jGT OnF Floor Area of Heated Space F1' ]-'-"' 222 25-- sea or Laza;' 96j to'15336 iki 10 2[)04 201 0' Tight 0 0- OAT -0 6.22 4.13. 13 AvanDtt OZI 0.45 0-.39 0.28 Senn(-Loose, Loose 129 OS4 7 CRA -F,-r-mb Of owe audlllc+.ial rffiq)lacr'S.p8d-'b'crki 066)to U16 sba'oa. 2015 IRC Table M1507 3 3(1) TABLE M1507-3-3(1} CONTINUOUS II HOLE4-IOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS 'DVIEL LING U447.' NULIBER OF BEDROOMS FLOORAREA .0-1-: 4-5 6-,7 >7 (S�q UZ ie.fie e 6 Airflow in CF1%T 1:500, 30 45 60- 75 90. 3.000 '45 -,60 75 90- 105 3,001,--4,5DO .60- -75- 90 '-105 -120 4,501 6,000 -15, 90o 105 1-20 135 6,001=7,51!0 90 10.5 120 '135 '150 7,500 105 120 135, 150 165, Yo-S1:'1 squm-e fo at 4.0'4'!9 9 a'_.1 cul�t c-4bot p-n miimute=0.6G64 7 1 mi%� Construction: !Semi-Tight.- ist story area sq.ft. 1565 sf 1st story ceiling height 8 ftcc tl'! - LU 62-5) Total Building sq.ft. 1565 sf Gir- S IZ4 Building volume cu.ft. 12520.0 cf Air Change/Hr Value 0.31 ACH 07/11/18 (ACH*Volume)/60 min=CFM Provided 64.7jCFM SUPPLY OK CFM Required per Table M1507.3.3(1) 45 CFM Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan for the identified fixture location and size. Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in anv wav REScheck Software Version 4.6®5 Compliance Certificate Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way bF NES Y Project PKB-Q0647 Cassone ,�' '__V L,.rN�st7 c �'r QN, Energy Code: 2015IECC Location: Ronkonkoma, New York �._'; �`w W Construction Type: Sin le-family 9 y Project Type: New Construction 's � Conditioned Floor Area: 1,565 ft2 ars 08625fl/ Pt's Glazing Area 13% O S Climate Zone: 4 (5647 HDD) Permit Date: 07/11/18 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1950 Lakeland Ave Lisa Cassone Pennkraft Building Systems, LLC Ronkonkoma, NY 11779 PO Box 640 One Mauro Ave Knox, PA 16232 814-797-5644 trade-offCom liance: Passes using'UA Compliance: 5.3%Better Than Code Maximum UA. 265 Your UA: 251 Maximum SHGC. 0.40 Your SHGC: 0.20 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 1,565 38.0 0.0 0.030 47 Front wall: Wood Frame, 16" o.c. 480 21.0 0.0 0.057 22 (5) 3048 windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 79 0.300 24 SHGC. 0.21 3/0 6 Panel door: Solid 22 0.230 5 Right wall: Wood Frame, 16" o.c. 209 21.0 0.0 0.057 12 Rear wall: Wood Frame, 16" D.C. 480 21.0 0.0 0.057 21 (3) 3048 windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 47 0.300 14 SHGC: 0.21 (2) 24210 windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.21 6' Patio door: Glass 40 0.300 12 SHGC: 0.18 Left wall: Wood Frame, 16" o.c. 209 21.0 0.0 0.057 11 3/0 fire door: Solid 22 0.190 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,565 19.0 0.0 0.047 74 Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: GA01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 1 of10 18 TH.rck Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Terri S. Heckman ��L 07-09-18 Name-Title Signature Date 0-3 r w �dlt, 08625ti 07/11/18 Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: GA01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 2 of10 18 TH.rck EScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and i❑Complies 103.2 `documentation demonstrate # ❑Does Not [PR111 ;energy code compliance for the E .16 ;building envelope.Thermal i ❑Not Observable ; ;envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and i ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 i energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable j ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate Fcompliance with the IECC !Commercial Provisions. ; 302.1, Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr QDoes Not [PR2]2 on loads calculated per ACCA i Manual J or other methods Cou/hrg Btuu/hrg ❑Not Observable ; approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: GA01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 3 of10 18 TH.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 jA protective covering is installed to ;❑Complies ; [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below UG I grade. ;❑Not Observable; ❑Not Applicable 403.9 #Snow-and ice-melting system controls;❑Complies ; [FO12]2 installed. ❑Does Not U ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: G:\01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-Q0647 ResCheck 07-09- Page 4 of 10 18 TH.rck Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID T 402.1.1, (Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i E❑Does Not ;table for values. [FRl]1 ❑Not Observable v :❑Not Applicable 402.1.1, {Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ❑ 402.5 ; ; Not Observable ; [FR2]1 :❑Not Applicable 303.1.3 i U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ❑Does Not :with the NFRC test procedure or ;taken from the default table. ❑Not Observable I []Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies [FR23]1 `installed per manufacturer's „ ❑Does Not U I instructions. # ❑Not Observable I ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 Hs listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/i.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 (IC-rated recessed lighting fixtures ❑Complies [FR16]2 }sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.3.1 (Supply and return ducts in attics ❑Complies ; [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= R-6 where < 3 inches.Supply and ❑Not Observable `return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; ;for< 3 inches in diameter. ( ; 403.3.5 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not V ❑Not Observable t []Not Applicable 403.4 (HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ( :❑Does Not U below 55°F are insulated to>_R- 3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR24]1 1piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 E Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 ,>_R-3. UDoes Not U ;❑Not Observable :❑Not Applicable 403.6 JAutomatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: GA01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 5 of10 18 TH.rck Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: G:\01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 6 of10 18 TH.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values ❑Does Not I provided. [-]Not Observable I ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ;❑ Steel ❑ Steel Not Observable {❑Not Applicable 303.2, ;,Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the ; underside of floor framing and ; I extends from the bottom to the ;top of all perimeter floor framing members. ; 402.1.1, I Wall insulation R-value. If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood E❑Does Not :table for values. 402.2.6 wall insulation on the wall ;❑ Mass Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; g� ;requirement applies(171110). ❑ Steel ❑ Steel UNot Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: G:\01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-Q0647 ResCheck 07-09- Page 7 of10 18 TH.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, E] Steel Steel Steel ;❑Not Observable ; [FI1]1 ; :❑Not Applicable i i 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ❑ 300 ft2.. Not Observable ; ❑Not Applicable 402.2.3 lVented attics with air permeable ! ❑Complies ; [FI22]2 {insulation include baffle adjacent ❑Does Not ;to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 'Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the ❑Does Not !adjacent assembly. ;❑Not Observable ; i ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ;ach in Climate Zones 1-2, and :❑Does Not I<=3 ach in Climate Zones 3-8. 1 ❑Not Observable ❑Not Applicable 403.3.4 !Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 ;cfm/100 ft2 across the system or ft2 ft, ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ,❑Not Observable ;tests,verification may need to ; 1❑Not Applicable ;occur during Framing Inspection. ; 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [FI27]1 !determine air leakage with ; ft2 ; ft2 ;❑Does Not `either: Rough-in test.Total leakage measured witha ;❑Not Observable ; pressure differential of 0.1 inch ❑Not Applicable ,w.g.across the system including !the manufacturer's air handler f ;enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system I including the manufacturer's air handler enclosure. 403.3.2.1 `Air handler leakage designated ❑Complies ; F124-11 !by manufacturer at<=2%of ❑Does Not ;design airflow. F ❑Not Observable p ms ❑Not Applicable 403.1.1 {I Programmable thermostats ❑Complies ; [FI9]2 $installed for control of primary ❑Does Not i heating and cooling systems and I initially set by manufacturer to [-]Not Observable code specifications. ❑Not Applicable 403.1.2 {Heat pump thermostat installed I ❑Complies ; [FI10]2 ion heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11p i systems have automatic or ❑Does Not ;accessible manual controls. ; i ❑Not Observable i ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: G:\01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 8 of10 18 TH.rck Section plans Verified Field Verified # Final Inspection provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 !All mechanical ventilation system ❑Complies ; [FI25]2 !fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Viand air flow limits. i 1[-]Not Observable ; ❑ I e Not Applicable r 403.2 ;Hot water boilers supplying heat ? ❑Complies ; [FI26]2 }through one-or two-pipe heating ❑Does Not i systems have outdoor setback control to lower boiler water I ❑Not Observable «temperature based on outdoor ❑Not Applicable temperature. ' 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The i ❑Does Not Isystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable Isyphon circulation systems are not present. Controls for c.. circulating hot water system r ; pumps start the pump with signal[° Ifor hot water demand within the .Ioccupancy. Controls " automatically turn off the pump ° when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. ' 403.5.1.2 7 Electric heat trace systems ❑Complies [1712912complywith IEEE 515.1 or UL _ ❑Does Not 515.Controls automatically ° ❑Not Observable !adjust the energy input to the ;heat tracing to maintain the ❑Not Applicable desired water temperature in the . piping. 403.5.2 Tater distribution systems that ❑Complies [FI30]2 have recirculation pumps that §§ ❑Does Not pump water from a heated water 'supply pipe back to the heated ❑Not Observable ; water source through a cold ❑Not Applicable #water supply pipe have a ` !demand recirculation water system. Pumps have controls ; that manage operation of the pump and limit the temperature n S of the water entering the cold [ water piping to 1049F. ; 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 itested in accordance with CSA []Does Not B55.1. Potable water-side pressure loss of drain water heat r []Not Observable ; I recovery units < 3 psi for ❑Not Applicable }individual units connected to one i or two showers. Potable water- j side pressure loss of drain water heat recovery units < 2 psi for !individual units connected to I !three or more showers. 404.1 175%of lamps in permanent ❑Complies [FI6]1 !fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable 404.1.1• (Fuel gas lighting systems have ❑Complies [FI23]3 �no continuous pilot light. E []Does Not I []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: G:\01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 9 of10 18 TH.rck Section Plans Verified Field Verified- Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. iy ❑Complies ; [FI7]2 s t ❑Does Not I � , []Not Observable ( ❑Not Applicable 303.3 Manufacturer manuals for bI ❑Complies ; [FI18]3 !mechanical and water heating 6 ❑Does Not I systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PKB-Q0647 Cassone Report date: 07/10/18 Data filename: G:\01 Drawing File\PennKraft\PKB 2018 Projects\PKB-Q0647\PKB-QO647 ResCheck 07-09- Page 10 of10 18 TH.rck 2015 IECC Energy Efficiency rife t Insulation Ratin, Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.21 Door 0.30 0.18 Heating & .. Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type Qty PIY PennKraft(P26^5ML9) 86660 HM960606 HINGE MONO 1 1 26'wide 5112 low hinged mono De ed byATM 2 Universal Forest Products Inc,Grand Rapids,MI 49525,Andrew Messmer 8 030 a Oct 5 2016 MiTek Industries,Inc Wed Feb OS OS 28 55 2017 Page 1 of -0.8-5 1-5-71 72-te-8 0.8-8 l 1-8-71 l 11-1-73 � �3A,tOA Copyright 02017 Universal Forest Products,Inc.All Rights Reserved 7 SMH18E 6 T 5 10-p,8 gh 15 01 T2 5.00 12th 2x5(one face)\\ SMH18A 3x5\\ 0 6x6% 3 3x3= 12 13 14 c V o NI1 _ 1O B7 16 17 11 10 9 8 3x3= 1x3 11 2x5 11 5x6= 1-0.11 5.10-7 8-7-7 12-10-8 1-8-11 41-12 2.0-It 43-1 Plate Offsets(X.Y)-r2,0-3-0,0-2-41, 3:0-2.12 0-1-8 4:0.0-0 0-1-0 4:0-1-12 0-3-12 5:0-0-0 0-1-0 8:0-2-12 0-2.12 14:0-1-8 0-0-4 SPACING-.2-0.0 SPACING=14.0 SPACING-:1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.1610-11 >946 240 MT20 197/144 TCLL 30.8 TCLL 46.2 TCLL 61.6 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.32 9-10 >469 180 MT18HS 197/144 (Ground Snow--40.0) (Ground Snow--60.0) (Ground Snow--80.0) Rep Stress Incr YES WB 1.00 Horz(Cn 0.03 8 Na Na TCDL 7.0 TCDL 10.5 TCDL 14.0 Code ISC201 SfrP12014 Matrix-R Weight:55 Ib BCLL 0.0 * BCLL 0.0* BCLL 0.0* FT=O% BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2*Except* T2:2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2x3 SPF No.2*Except* EV2:2x4 SPF No.2 WEBS 3 Rows at 114 pts 3-8 REACTIONS. (Ib/size) 2=693/0-3-8 (min.0-1-8),8=581/Mechanical,7=0/Mechanical Max Horz 2=351(LC 9),7=-78(LC 14) Max Uplift2=-370(LC 9),8=-446(LC 9) Max Grav2=732(LC 14),8=695(LC 14) FORCES. (lb)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/12,2-3=1407/824,3-4=-392/0,4-15=-418/46,5-15=271/54,5.6=-138/63,6-7=88/70,8-12=-487/498 BOT CHORD 2-16=4157/1181,16-17=4157/1181,11-17=-1157/1181,10-11=-633/1500,9-10=633/1500,8-9=63311500 WEBS 3-11=0/301,3-13=989/961,13-14=1473/435,8-14=1481/435,5-12=-525/537,10-13=0/121,11-13=.887/0,9-14=0/104 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)l Maximum Shear(Ib)/Maximum Moment(Ib-in) 6=107/69/46/0,12=525/537/200/0 NOTES- 1)Dado:0-3-8 length x 0-0-14 deep dado,0-0.0 to left edge from joint 2 on the bottom face. 2)Wind,ASCE 7-10;Vult=152mph(3-second gust)Vasd=120mph ad24in o.c.;TCDL=2.8psf;BCDL=4.Opsf,(Alt.180mph @161n o.c.,TCDL=4.2psf,BCDL=6.Opsf);h=30ft;Cat.II;Exp C, enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pg=40.0 psf(ground snow);Ps=30.8 psf(roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 7)All plates are MT20 plates unless otherwise indicated. E-signed by Kevin Freeman 8)See HINGE PLATE DETAILS for plate placement. 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 1purrinrf 10)All 11) is truss has been designed for a 10.0 any live loads. additional forces illhl chordsf bottom eaother12) This truss has been designed for a live of 0 f on the bottom nareas here rectangle 3-6-0 t11 by 2-0-0 wide will fit between the bottom chord and any other members. �J 13)Provide mechanical connection(by othes),of truss to bearing plate capable of withstanding 370 Ib uplift at joint 2 and 446 Ib uplift at joint 8. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. = 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. = 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into *'1Z service. •*� ers are an integral part of the truss design.Retain a esign professional to fy l field nections and 17)t mporary supports.All field-field-installed members must be properly fastened prior aor t pply ng any loading t o the atruss.This design ant cipates ••**oNAL the final set position. 4gprrrrrtt/0�� 18)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANS11TPI 1 Proree ollCenficatiam Ihereby�Wymar 19)Based on:HM960605.Changes:IBC 2012/2015. mese documents were prepared orapprwed by me,end that I am a duly licensed profeseronal ergmeer under me laws of me Slate of Maryland, The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, LN=nse No 25531,E_xprdtm Date lormrzoIS not necessarily the current state building code The engineering seal is not an approval to use In a speck state The final determination on whether 2/8/2017 a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer PHONE(616}364-6161 FAX(616}365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Budder responsibilities are defined under TP11 This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI M6 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MitekSupp\templates\ufp tpe 1 of 2 UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer MFG 86660 HM960606 CHAMPION HOMES 274 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ..21 s0FF� �PF FEF yon KEVIN W. FREEMAN ASSIONAL No. d7445W P �OFpE�- .•G�� A �sss3' ��? p ONAL �FEss�oN �,,•�ijPJ�NJ. FqF�:0�.,�' Ql� �'r� ��J� •��\s rE9F•' 10 0%7- Y N .8024 Z _ U = 4 91 "v I ' ° KEVIN EE- AN •.CENSE '•�.�' T G ♦ ��. �i�nnnnor�w ,� ONAL EGA Corporate Engineering 2801 East Beldine,NE Grand Rapids,MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 ?Z?___ i NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Lisa Cassone SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 1950 Lakeland Ave Ronkonkoma, NY 11779 Suffolk County PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): x❑ New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): x❑ Truss Type Construction (TT) Q Pre-Engineered Wood Construction (PW) Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) x❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): 0 Owner ❑ Owner's Representative Food DO NOT PROCEED WITH FRAM?Na UNTIL SURVEY OF FOUNDATION LOCATION;, .HAS BE�(�APPROVED.,;�,; AP R VED AS NOTED Blower door DAT E• B.P:„ and ductwork = testing required. FEE• f4l Y: ,NOTIFY,,BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE 'FOLLOWING�INSPECTIONS:,= 1.-,FOUNDATION - TWO REQUIRED Must provide Manuals FOR POUFtED�CONCRETE i. ROUGH,"'FRAMING & PLUMBING D, J and S as per 3., INSULATION = NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW TRUSS PLACARDING REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF :6861141%D T1 D tiil tB•fi9tltll RtifiTEES -PLUMBER CERTIAIGA&N 36 ON LEAD CONTENT BEFORE N CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER -8UPPLY SYSTEI✓'CANNOT OCCUPANCY OR x FEa.z 10 OF i% LEAD. USE IS UNLAWFUL WITHOUT CERTIFICATE OCCUPANCY ,� OF OC fiL9:PLUMBING WASTE'- WATER giLINES NEED p. COVERING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Al exterior lighting Backfill,OR Provide Engineer's Certification Installed,replaced or that the drainage has been installed to Code. p repaired shall conform to Chapter 172 Of the Town Code r prrg060 Nam@ o Qddveaao QPP�16G�dEI�OoDC� DG�6�7VP�(�OPVDEtt FOUNDATION �RB6A�M� NYS UNIFORM CODE CWHICH INCORPORATES BY PK80Q0647 �q��oON E NYSF2017NCUNIFORM CODE SUPPLEMENT, 1 r` COVER SHOT ff � �� AL SERE�, 1565 sf DWELLING j *� RRRR1 PUBLICATION DATE JULY 2017 (2017 UCS), 2 FRONT ELEVATION WHICH REPLACES THE NYS 2016 UNIFORM CODE USE GROUP, DETACHED SINGLE FAMILY DWELLING p SUPPLEMENT (2016 UCS) 3 REAR ELEVATOR 1950 BREAKWATER RD, HATMUCK9 NY 11952 (SUFFOLK C0UN- REFERENCES INTERNATIONAL CODE COUNCIL 4 LEFT L RIGHT SDE ELEVATORS CONSTRUCTION�� VP 0 PUBLICATIONS (THE 2015 IRC, 2015 DBC, 2015 5 FOUNDATIONSET BACKi ull�p�� I�/n��UYI� u uoUVU� IPC, 015 IMC, 2015 IFGC, 2015 IFC, 2015 IPM(, )5' D D W(� PLAN AND 2015 IEHC), WITH SPECIFIC CODE 6 IST FLOOR PLAN BUILDING HEIGHT' 16'-Il 5/8' +/- GRADE TO PEAK PRINTINGS, APPENDICES, AND REFERENCED7 IST FL �+ OOR ELECTRICAL ik ff SIQt1ES ABOVE BtAff, 1 Fn STANDARDS AS D]tJd1IFIED IN THE 2017 UCS. r s a NYS ENERGY CODE (WHICH INCORPORATES BY 7A ELECiRIGIL LOAD CALC DOW M07E ZI1FJ 4(5647 HOD) REFERENCE) 8 IST FLOM BRACED WALL. FXM HJR 8L AM am (6' t >" ` ^�z • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, 9 BRACED WALL Cl1EECTI�1DETAILS NOISE LRATEI IN Rl1U RABi NO 5 PUBLICATION DATE AUGUST 2016, REVISED 10 IST FLOOR STRUCTURAL PLAN m ATTENTION LOCAL INSPECTION DEPARTMENT AUGUST 2016 (2016 ECS). ALL REFERENCES U BUM WPM SCHEDULE SIUKER RLBODRFD ND SET-UP INSTRUCTIONS FOR THIS MODULAR UNIT ARE WITHIN THE 2016 ECS TO 2016 UCS, SHALL BE ° INCLUDED BY ATTACHMENT TO THESE PLANS. ANY PLAN DEEMED TO BE AMENDED TO BE A REFERENCE 12 WOO-ME IES US DETAILS DEMON LOAM U SET WHICH DOES NOT INCLUDE AN ATTACHMENT ENTITLED TO THE 2017 UCS.REFERENCES THE 2015 INTERNATIONAL ENERGY RIMING Rl>iff LIVE 40 PSF GSL (ACTUAL 20 PSF)" 'INSTALLATION MANUAL' ARE INCOMPLETE. CONSERVATION CODE (2015 IECC), AS PUBLISHED 14 CROSS SECTS ROOF DEAD LOAD 25.5 PSF BY THE INTERNATIONAL CODE COUNCIL, WITH 15 SECTION CCNNICTDB(DETAILS SPECIFIC CODE PRINTING, APPENDICES, ANDFLOM LIVE LOAD40 PSF NON-SLEEPING AREAS ATTENTION LOCAL INSPECTION DEPARTMENT REFERENCED STANDARDS AS IDENTIFIED IN THE 16 TRUSS CONNECTIONS 30 PSF SLEEPING AREAS 2016 ECS. 17 LVL INTERCOWALMON DETAILS FLIOdt DEAD LOAD 10 psf THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY ASHRAE 90.1-2013, PRINTING AS IDENTIFIED IN PENNKRAFT BUILDING SYSTEMS, AND HAVE NOT BEEN THE 2016 ECS. LOtIZRtipl WIND LOAD 135 MPH Vult INSPECTED BY PFS CORPORATION. OTHER REFERENCED STANDARDS MENTIONED IN , CODE COMPLIANCE MUST BE DETERMINED 19 NYCRR PART 1240 EXPOSIRF, C • SITE BUILT GARAGE m SEISMIC CATEGLDtri B z • COMPLETION OF FIRE SEPARATION BETWEEN GARAGE ALL CODE REFERENCES LISTED IN THIS PLAN SET N AND DWELLING. REFERENCE THE CODES LISTED ABOVE UNLESS ELEVATIGi ' 70' ABOVE SEA LEVEL n R_ SPECIFICALLY INDICATED OTHERWISE °= • HEATING SYSTEM VIid�NJ�e I�100 PO VALUES 5 • FOUNDATION AREA LIGHTS & SWITCHES ® ENERGY CODE COMPLIANCE SHOWN HY ATTACHED o • PLUMBING CONNECTIONS UNDER THE FIRST STORY � m RESCHECK WORKSHEET ROS TO EXTERIDR� R-38 FLOOR ELECTRICAL CODE, 2014 NATIONAL ELECTRICAL CODE DaEW WALLS TO EUERM R-21 • EXTENSION OF VENTS THRU ROOF m FLOOR R-19 (ON SITE BY OTHERS) • CONNECTIONS FROM MODULAR TO FOUNDATION SPRINKLER CODE, 2013 NEPA 13D • NY ENERGY CODE REQUIRED AIR LEAKAGE 0, DUCT TESTING. AIR LEAKAGE TESTING SHALL BE PERFORMED BY • COMPLETION OF THE NY ENERGY CERTIFICATE (SEE FRONf°IIVAWN OTHERS ON SITE PER R402.41.2 OF THE 2016 ENERGY ATTACHED ENERGY CODE CALCULATIONS FOR CODE SUPPLEMENT ADDITIONAL ITEMS TO BE INSPECTED ON-SITE) • ON-SITE TRUSS CONNECTIONS PROFESSIONALS INDEX • FOUNDATION DESIGN AND CONSTRUCTION THIRD PARTY INSPECTION AGENCY • ALL APPLIANCES AND THEIR INSTALLATION (EXCEPT PFS CORPORATION N FOR RANGE HOOD (INSTALLED BY PENNKRAFT) 1115 OLD BERWICK RD • ELECTRICAL DISCONNECT BLOOMSBURG, PA 17842 z • FIRST STORY FLOOR INSULATION ENGINEER FOR MODULAR PACKAGE • EXTERIOR LIGHT INSTALLATION EY P.E. L • GAS LINE INSTALLATION AND HOOKUPS DAVID E.217 BILLINGSMAIN L ST • ROOF RIDGE VENT INSTALLATION MIDDLEBURG, PA 17842 MODULAR MANUFACTURER PENNKRAFT BUILDING SYSTEMS, LLC P.O. BOX 640 o ONE MAURO AVE, KNOX PA 16232 TRIS MANUFACTURER � � CL FOREST PRODUCTS 2801 EAST BELTLINE RD NE GRAND RAPIDS, MI 49525 TOTAL NWOM OF BRAVING PAGES 17 BLOWER DOOR TESTER MARC CARADO ADDITIONAL SHEFT9 845-549-2430 1 SITE LOCATION PLAN 1 WHOLE HOUSE VENTILATION CALCULATOR 1-11 RESaM DOW CO PLTANCE WIOIM EET 1ROOF TRUSS CERTIFICATION-2 PREF CO PO ENT NDTIFR ATION FRII F.E.BEAL, 00 {{yy Q L) � OF N IF � ?i ,�Q BILLI&G, 1. These plans 8 specifications are the property of PennKraft Building Systems,LLC.The method of construction detailed herein shall be Co, kept confidential and not disclosed to others.Any unauthorized use of these drawing without written consent of PennKraft Building Systems, D LLC.is prohibited. U V II a� w 2. The role of PennKraft Building Systems,LLC.in any building project Di TOTAL NUI®FR OFATTACHMO(T PAGES 16 s i'^ "v Lir shall be as a'sub�ontractor,supplying a building component to the TOTAL NUMBER OF SUBMITTAL PAGES 33 'general contractor'or'buildee.Specifications$drawings prepared byfi �? MID PennKraft Building Systems,LLC.are for the purpose of describing& JUL 9 218 THE PLANS AND SPECIFICATIONS OF THIS PERMIT A O O®6250 �� PKB-90647 detailing the construction and proper use of the manufactured building SET ARE DERIVED FROM AND CONSISTENT WITH .y�� apo' SVT+ 1565 modules only.Complete budding project design(i.e.,site,detailed THE PLANS AND SPECIFICAITONS ASSOCIATED S STATS MY foundation,porches/decks,accessory buildings,etc.)shall be by others. WITH THE APPROVAL M071-2012-140 EXTENSION TITSRANCH3. All notes pertaining to'On Site','in Field','By builder or'ByOthers'shall $j MDING DEPT. #8 ON FILE WITH THE NYDOS 07/11/18 CASSONE � be the responsibility of the general contractor. TON, t-T P Sr n.fir, OLD 4. These plans shall not be scaled for determining dimensions. ` ' ` MAVM Dimension lines and notes shall supersede all scaled references. WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW COVER PAGE 5. ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER Siert s pecfications,the drawings shall govern.any discrepancies exist between these drawing and written THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 4 TO ALTER THIS TrEM IN ANY WAY. l 98p Wm E PENNKY.nFT BIIB.UINa BYsiBM;Lic RIDGE VENT ''ya 44 v ———————————————————————————— ❑_m �r SNE a�� 0 w ------------------------------ 3048 3048 ®® 3048 3048 3048 EGRESS EGRESS EGRESS EGRESS o III 1 �I III III III � I :o --JIL-- dL--JIL--JIL--JIL-- II I --JIL-- pL--JIL--JIL--JIL-- I °° — +--- IF=— ----+--- --- 9 _— I —=11r-- U yr -i r--11r -Ilr II I I o III G �I III III III II cft� o I-----1 ---i--- - �Ir-- A IF �IriIr---iIr-- I I L== L---�L==JL==JUL==JAL== ACCESS TO GRADE x ON SITE BY OTHERS VINYL SIDING a GARAGE ON SITE BY OTHERS COMPONENTS SHALL BE DESIGNED BYA FRONT ELEVATION PROFESSIONAL AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES.DESIGN SHALL BE REVIEWED, AND INSTALLATION SHALL BE INSPECTED BY THE LOCAL BUILDING OFFICIAL W I >' a oF NE6'T` QIrc F. C-;) NO u cP '` 08625� l�, FIIE p�. PKB-00647 O g SUT, 1565 sTAM NY Tm NOTES: 07/11/18 RANCH 1 EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD �' INSTALLATION BY OTHERS TO FACTORY PRE-WIRED BOX. CASSONE MAWM 2. PORCH,STAIRS TO GRADE,HANDRAILS,GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS ARE FURNISHED WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW FRONT ELEVATION AND INSTALLED BY OTHERS. ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 2 TO ALTER THIS ITEM IN ANY WAY. 4.a�y �m THSDDMffMAND THE SDBIEttNwTfE0. RIDGE VENT r N°�^• ENDEBERE>EDWCED RNNEMETBDILDINO SYSIEMSLLC —————————————————————— O Z r pnq❑ 06 0 tx ----------------------- EL .�. j 3048 3048 3048 24210 24210 I w m w om 0 6 S2I r----1 o x I II T'-T�ll LLUELLLUILLU 11 iia I I a ii I IIS"'ll FITII TO-PO F MJF FLOOR I II OD I II 1.A L.A fU •' ----------------------- m VINYL SIDING ACCESS TO GRADEJ z ON SITE BY OTHERS REAR ELEVATION GARAGE ON SITE BY OTHERS COMPONENTS SHALL BE DESIGNED BY c LICENSED PROFESSIONAL AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES.DESIGN SHALL BE REVIEWED, 3 m AND INSTALLATION SHALL BE INSPECTED a BY THE LOCAL BUILDING OFFICIAL P.E.BEALo 6 o-c- �� `p, x`4,0 086250 `vim SPI®—Q0647 'yOF S `�1P� mvT, 1565 STATS NY TYPE) NOTES: 07/11/18 I� RANCH 1. EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS TO FACTORY PRE-WIRED BOX. CASSONE 2. PORCH,STAIRS TO GRADE,HANDRAILS,GUTTERS, ur WDD DOWNSPOUTS AND SPLASH BLOCKS ARE FURNISHED WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW REAR AND INSTALLED BY OTHERS. ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER ELEVATION THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 3 TO ALTER THIS ITEM IN ANY WAY 98 Hip N co N �9 ROPRIETwRV AND MAY N WRIIOv�ITM D PEG9ss,ON �MSBLUM1COMG O C �N I I I I "L1_LJII Ll LJ I VINYL SIDING VINYL SIDING I 'LL1=L JJ 'LL1_L JJ • ko I Im co II I' c' o L-------- --------------------------------J S LEFT ELEVATION RIGHT ELEVATION GARAGE ON SITE BY OTHERS it COMPONENTS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES DESIGN SHALL BE REVIEWED, AND INSTALLATION SHALL BE INSPECTED BY THE LOCAL BUILDING OFFICIAL co W P.E.(� co BE ,I��p do 0 Ea Rig SOF NIFm$g � SILL//�� O a' �R 10 cc LU X6.0 08825 Q. PKB-00647 S �Ap'� SvFT, 1565 SrAM NY TTPB NOTES: 07/11/18 1m RANCH 1. EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS TO FACTORY PRE-WIRED BOX. CASSONE 2. PORCH,STAIRS TO GRADE,HANDRAILS,GUTTERS, MAVII r DOWNSPOUTS AND SPLASH BLOCKS ARE FURNISHED WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW LEFT 6 RIGff SDE AND INSTALLED BY OTHERS. ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER EIFYATMNS3HEET THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. Ali 60'-0' 61-0(MAX) r . 2x SILL PLATE 624 PLF GRAVITY/-64 PLF UPLIFT _z V2'DTA x12'ANCHM BIB.TS FUUNDATMN WALL m C[INCRETE FOOTING 's T aoou°c o' FULL BASEMENT 0 I m /mmmm FLmR 7 / � E HF'< 44c oz. 6'-6' 6'-5' 6'-5' 6'-5' 6'-7)fi' 6'-7W 7'-0' 7'-0' 7'-0' a SITE BUILT 1174 PLF 1174 PLF 1174 PLF 1174 PLF 730 PLF 730 PLF 1174 PLF 1174 PLF 1174 PLF o N o o GARAGE `I IF IF 7! IF F cO cu II II IL JI I I ILI L__ J L___J s I == III OOIIA / GRAVITY.4.664# POINT FLGRAVITY.4,66V LIPLIFIF, UPUFr:-Zl74a NOTE: SB CEILING MOUNT o o I I I TO IST AC/DC SMOKE DETECTOR -PROVIDE ONSITE CONNECTION FROM MODULAR TO ! r — — I INSTALLED BY OTHERS FOUNDATION FOR LISTED UPLIFT LOADS �I. INSULATEDANDIN ULAT DOOR s I -----4 I STORY -LOCATE GIRDER SPLICES AT SUPPORT COLUMNS ONLY %0 r+ AND INSULATED DOOR W/ I I .r WEATHERSTRIPPING AND L---.--j -LISTED MATEWALL LOADS ARE TOTALS FOR BOTH MODULES N SWEEP ON SITE BY OTHERS I I I L-----, I rT----� (4)2x10SPF#2FLOOR GIRDER-(2)PER MODULE I I I 8'-8'MAX O.C.SPAN FLOOR LOAD ONLY n I I I T-4'MAX.O.C.SPAN TOTAL LOAD c Irl II I I 624 PLF GRAVITY/•64 PLF UPLIFT 3 i5 At FRONT P.E.B`"Lo r OV NE BILL/ItrO 0 ,, t ( c a w �O 0662513 t` PKE-00647 :IMPORTANT NOTE: A 0 S 1 smj srA INYS FOUNDATION PLAN FOUNDATION SHALL BE DESIGNED BY A DESIGN PROFESSIONAL WITH TIM RANCH THE FINAL DESIGN FOR ALL SITE WORK NOT THIS DRAWING IS A SPECIFIC FOOTPRINT OF THE UNIT BUILT. KNOWLEDGE OF LOCAL SOILS CONDITIONS, THIS SAMPLE PLAN IS MEANT 07/11/18 �CASSONE REQUIRED FOR THE SET-UP/INSTALLATION 2. CONNECTIONS FROM MODULAR TO FOUNDATION ON SITE BY OTHERS. ONLY TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO MAVM 3. ALL ELECTRICAL AND MECHANICAL INSTALLATIONS ONSITE BY OTHERS THE DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW FOUNDATION OF THE MODULAR UNITS SHALL BE 4. ALL SERVICE ENTRY CONNECTIONS ON SITE BY OTHERS ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER PREPARED BY A LICENSED PROFESSIONAL 5. MODULAR LENGTH a WIDTH DIMENSIONS TO STUDS ONLY. COORDINATED WITH THE REQUIREMENTS OF THE MODULAR BUILDING, THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, 5 TO ALTER THIS ITEM IN ANY WAY. 1 60'-0' b� � 11'-2k T-4j- 144k 11'-q 3'-* 3-4j- o H DATA PLATE 24210 P) 24 10 STATE SEAL 3 }" y t 4•ae711• R�+o 14x47 v4' PFS LABEL 610 VINYL SLIDER wow 1 axle IW wo-ae t xse 1W wor�1449 tea• =; y __________________ _ �,G 330 O O 121 • 4 9 ------------------ 310 - -- RE7901 S�p,0 36 36 36 - ��` I ti SCR S B36 824 m V-w 2'58 4'-11 ' N m C-4 13'-6' DINING L 1-112•FILLER ,� I"I I y •'YnN m � AN MNG ROOM p m r 301.65 SOFT OF ROOM I I 229.65 SQFT OF ROOM 2 o I x x O m m 24.13 LIGHT REO'D 18.37 LIGHT REO'DLu co !? I UTILITY BATH 1 i KITCHEN B33 833 12.07 VENT REQ'D I I 9.19 VENT REO'D N O I 36.02 LIGHT PROV D N H 34.44 LIGHT PROV D i. �Q () I r 21.71 VENT PROV'D I I 18.12 VENT PROV'D x'� W °DINING&KITCHEN ARE 2 �' aE. I q 0• I rn COMBINED' I I 0 $ 20 MIN 2/6 y 4 4 c Lu oza FIRE DOOR z. a �1 � Q mn'w W K m N wno 12,_11• a 18._1„1. n 218 0 218 2/8 SITE BUILT GARAGE I CLOSET N . N CLOSET DN TO COMPLETION OF THE FIRE I q y BSMT RE8848DR/S N N 218 m SEPARATION BETWEEN THE HOUSE i 214 214 O AND GARAGE IS THE RESPONSIBILITLY OF OTHERS ON SITE I CLOSET BEDROOM 1 183.88 SQFT OF ROOM N N 4'-0' 14.71 LIGHT REQ'D N 9 I BEDROOM 2 N N BEDROOM 3 FOYER cli 27.36 VENT REaD 2 96 LIGHT PROV D A-� w122.92 SQFT OF ROOM 111.27 SQFT OF ROOM °' Z9.83 LIGHT REQ'D 8.90 LIGHT REQ'D WIC 12.08 VENT PROV'D J m 4.92 VENT REQ'D I 4.45 VENT REQ'D 3'�' - q 4EGRESS BATH 21148 LIGHT PROV'D 11.48 LIGHT PROV'D m6.04 VENT PROV'D 6.04 VENT PROVOPFS LABEL �15'5• aEGRESS EGRESS U 310 EGRESSJ-j 3 a 3 8 3 v-w 3W 3 3 wore t •,es va• wore t •,Ss va• wo�a Ir 114- wore t •,es 1/4- wore t x5e va• 5-11' 10 11'-7' 10'5' 9'S' T-4 60'-0' cn AE SeILU C9 `A cc a NOTE: 1. ALL WINDOWS OPENINGS WHICH ARE 72"ABOVE FINISHED GRADE,WITH THE �� BOTTOM OF THE CLEAR OPENING LESS THAN 24"ABOVE FINISHED FLOOR, SHALL X10 0625 PKE-00647 BE PROVIDED WITH FIELD SUPPLIED AND INSTALLED WINDOW GUARDS PER R312.2 O �Q sano 1565 2. WINDOW&DOOR TESTING&LABELING IS TO BE DONE PRIOR TO INSTALLATION& S sre>E Ny PASS PER CODE REQUIREMENTS LISTED IN R609.3 T" 3. WINDOW&DOOR MULLION TESTING SHALL BE COMPLETED PER R609.8 07/11/18 NMI RANCH 4. WINDOW&DOORS ARE TO BE ANCHORED PER R609.7 CASSONE 5. INSULATED WALLS AROUND BASEMENT STAIRS.INSULATED DOOR W/ mAwm WEATHERSTRIPPING AND SWEEP PROVIDED ON SITE BY OTHERS. WARNING:rr IS A VIOLATION OF THE NYS EDUCATION LAW 1ST FLODR 6. INCREASE DRYWALL NAIL LENGTHS 1/2"WHEN DRYWALL IS APPLIED OVER OSB ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER PLAN SHEATHING ON INTERIOR WALLS. THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SHEM 6 TO ALTER THIS ITEM IN ANY WAY. CONTINUOUS BATH FAN �a 85 CFM MIN WP ¢ 24210(TEMP) 24210 FI 5 O IS 3048 3048 3048 RIO-�W 114x371/4• 1!4x37114• R/0=381/4Sd91/4• RM-38114W IW RM=38114X59 ______ 02 04 q ______ RE7901 11 8 18 1 1 1 1 1 U m KITCHEN _9 I 17 ,,�? I 15I I I o B 10 unuTy UTILITY 2 1 BATH 1 3 i DINING I I LIVING ROOM PC +m aurno O W I eNoe �ar� pv Wftrc rc O I ov era oa. W B I I s wo COD I Lu IL 1s 28 GENERATOR 2T AFF I U � °— COIL FOR AFF Fi FUTURE 10 W GRCUIrrS GARAGE c m 1f� O LIGHTS " Q a PE COD ¢ O 1 z SDIo 218 10 2/8 215 PE SDI c 'a ®COD 5 0 ®SD OSD 7 710 1 0 a I 0 +cnc 11 218 ,`+SonD a � 214 2/4 I O 5 7 I I I f . . . . .A 3 I I 5 � 6 11 11 X_� I BEDROOM 2 BEDROOM 3 FOYER I I.C. BEDROOM 1 c I 3 `� I 6 BATH 2 I m I 1,1F c5 5 7 7 3 � 8 3!0 4 3048 304811 O 3048 3048 3048 3 0 R10=38114x691/4• w0=38114x59114• ld 1 RIO�W 1/4W IW R/0=381/4x691/4• R10=38114x69114• dM S G j s It 8014 NEC ELECTRICAL NOTES, tl! CI 1. AN ARC-FAULT BREAKER IS REQUIRED FOR ALL 15 AND 20 AMP CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN THE DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS. H 2. A GFCI BREAKER OR RECEPTACLE IS REQUIRED (BUT NOT LIMITED TO) ALL SERVING ALL COUNTERTOP OUTLETS. (NEC 210.8 3. AIGFCI BREAKER OR RECEPTACLE IS REQUIRED (BUT NOT LIMITED TO) ALL ALL GAS LINES ARE ON-SITE BY OTHERS. P.E.SFALo W �� CIRCUITS SERVING BATHROOM RECEPTACLES. (NEC 210.8A) 4. GFCI PROTECTION IS REQUIRED WHEN OUTLETS ARE WIHTIN 6 FEET OF THE OMIT HEAT- PROVIDED ON SITE BY OTHERS �� A OUTSIDE EDGE OF A KITCHEN, LAUNDRY, UTILITY, OR WET BAR SINK. 5. AN EXTERIOR WEATHER PROOF OUTLET IS REQUIRED TO BE LOCATED AT BOTH U a ° THE FRONT a REAR (AT GRADE LEVEL) OF ALL DWELLING UNITS. (NEC 210.8A) OF Nie < ?c �% PORCHES, STOOPS,AN EXTERIOR /TPATI13SOOR DECKS AND SHALL 0F OUTLET IS REQUIRED ACCESSIBLE TFR13MED TGRADE.ALL �� l39LLI/>✓�,y® �� 6. ALL 15 AND 20 AMP NON-DEDICATED RECEPTACLES IN DWELLING UNITS ARE TO BE TAMPER RESISTANT. 7. INTERIOR LOCATION OF ELECTRICAL PANEL REQUIRES A DISCONNECT CIRCUIT AMP WG CIRCUIT AMP AWG Q "{ INSTALLED AT THE POINT OF ENTRANCE NEAREST THE SERVICE CONDUCTORS r ,;frte^ a BY THE BUILDER. LIVING ROOM(AFCI) 1 15 14/2 2 20 12/2 BATH 1(GFI) # ii. <, t0i 8. ALL CEILING MOUNTED LIGHT BOXES MUST BE RATED FOR 50#. BEDROOM 1(AFCI) 3 15 14/2 4 20 12/2 BATH 2(GFI) + t� LU 9. LAUNDRY FACILITIES ON SITE BY OTHERS BEDROOM 2(AFCI) 5 15 14/2 6 15 14/2 BATH 2 LIGHTS(AFCI) Z� zu� ;�' BEDROOM 3(AFCI) 7 15 14/2 8 15 14/2 BATH 1/HALULIGHTS(AFCI) �� FLO BASEMENT(GFI) 9 15 14/2 10 15 14/2 SMOKESIUTILITYLIGHTS(AFCI) �A a®S25d L PKB-00647 WNMr iec M CHANICAL VENTILATHN ems IRc FOYER(AFCI) 11 15 14/2 12 20 12/2 WASHERIUfILnW(AFCUGFI) O S �� s,aTu 1555 ccrTR9a M1R-^7i PROVIDEn Rv TH MA FAC a a m iu_ REFRIGERATOR(AFCI) 13 20 12/2 14 20 12(2 GAS DRYER(AFCYGFI) SrAM NY THE FACTi1RY KITCHEN/DINING LIGHTS(AFCI) 15 15 14/2 16 20 12/2 KITCHEN/DINING(AFCUGFI) rm NUMBER OF BEDRM=i 3 RANGE HOOD(AFCI) mm FLOOR AREA 1M SG.FT. 17 15 14/2 18 20 12/2 KITCHEM/DINING(AFCl/GFI) 07/11/18 Nmf,I, RANCH AIR FLOW PROVIDED 64.7 CFN 19 20 CASSONE AIR FLOW RENl1IR0i 45 CFM 21 22MAWM BATH ROOM AIR FLOV REOUDZM 20 CFM caNTIIdIOUS 1ST FLOOR TOTAL AIR FLOW REGILMMi 65 CFM 23 24 WARNING.RIS A VIOLATION , THE NYS EDUCATION LAW ELECTRICAL ARTICLE 145 FOR ANY PERSONUNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 3HOEr7 TO ALTER THIS ITEM IN ANY WAY. slit 2 ?11 � Electrical Load Calculation Form: Date: 7/10/2018 9 Performed By: GLENCO INC Mfg: Pennkraft T•w CS Project: PKB-Q0647 Model: Cassone Air Conditioning 1920 : .I Central Electric Space Heating x .65) * 0 # Less Than Four Separately Controlled Electric Space Heating Units ( 0 ! x .65) * 0 4 �� oza Four or More Separately Controlled m w Electric Space Heating Units ( 0 '• x .40) Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: ( s � I Watts or Circuit Wire General Lighting W L Volt-Amps Ampacity Size 1st Story ( 60 �x 26.08x 3) 4694.994 i 15 A -- >14-2 y 2nd Story ( 0 ,:�x 3) 0 # .15 A ; ( 14-2 . Z' Small Appliances ( . .3 �x 1500 1) 1 4500 ( 20 A C 12-2 ! 9 Dishwasher 1200 4 # 20.'A , 12-2 Refrigerator 1500 3 20 A J 12-2 ? e o _ Washed 1500 - 20.A 1 12-2 $ Ga1500 11-,20 A•:.1 12-2 ira _ `Other. } • 0_ 5 N/A N/A, # Subtotal: 14894.99 w First 10 KW of other loads @ 100% = 1100001 P.E.SEAL_ Remainder of other loads @ 40% (1 4895 x .40) _ 1,9580V N8 Q a Heat or A/C from Above: `��BILL�/y� 0�G Fg I Total Calculated Load: 1119581 LURequired Service Size: 11958 _ 240 = 49.82 Amps "ter ^-°' Z ip 086253 FM I Installed Panel Size = 200 Amps O - SPL PKB-00647 file name:F? -� I Max panel amps @ 80% _ 160 Amps S m' INYs 07/11/18 TM RANCH NIZ, CASSONE MPAVBG WARNING,IT IS A VIOLATION OF THE NYS EDUCATION LAW ELECTRIC LIIAB ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER CALCULATI INS THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 'up 7 A TO ALTER THIS ITEM IN ANY WAY. EXTERIOR BRACED WALL BRACED WALL TABULATED MIN WIND EXPOSURE RIDGE TO EAVE WALL HEIGHT WALL LINE ADDT'L 800# INTERIOR GYPSUM GYPSUM MIN BRACED WALL WALL MEETS $111 WALL LINE SPACING METHOD BRACED WALL TOTAL FACTOR HEIGHT FACTOR FACTOR QTY FACTOR HOLD DOWN BOARD FINISH BOARD LENGTH READ REQUIREMENT qa c Table R602.10.3(1) Table R602.10.3(2) Table R602.10.3(2) Table R602.10.3(2) Table R602.10.3(2) DEVICE (OR EQUIVALENT) FASTENING A 26.08 CS-WSP 5.22 1.21 0.77 0.90 1.0 1.0 1.0 1.0 4.4 YES B 26.08 CS-WSP 5.22 1.21 0.77 0.90 1.0 1.0 1.0 1.0 4.4 YES 1 60.00 CS-WSP 11.00 1 1.21 1 0.77 1 0.90 1 1.0 1 1.0 1.0 1 1.0 9.2 YES * 2 60.00 1 CS-WSP 11.00 1 1.21 1 0.77 1 0.90 1.0 1.0 1.0 1 1.0 9.2 YES r} N v� � �9 Q� CS-WSP!WSP SHALL BE CONSTRUCTED PER TABLE BELOW CODE 2015 IRC I I #STORIES 1 m MINIMUM WOOD ULTIMATE DESIGN WIND SPEED Vult SEISMIC DESIGN CATEGORY B _ MINIMUM NAIL MINIMUM NOMINAL MAXIMUM WALL PANEL NAILING SPACING WIND SPEED(3 SEC GUST) 130M s STRUCTURAL (MPH) PANEL THICKNESS STUD SPACING WIND EXPOSURE C PENETRATION PANEL SPAN EDGES FIELD WIND B(POSURE CATEGORY EAVE TO RIDGE HEIGHT 1617 FTsSQT oe SIZE (INCHES) RATING (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D WALL HEIGHT 8'-0" 6d Common 1 5 2410 3/8 16 6 12 140 115 110 #VERTICAL BRACED WALL LINES See Charts Below (2.0"X0.113") 16 3 6 140 140 140 #HORIZONTAL BRACED WALL LINES See Charts Below 8d Common 16 6 12 170 140 135 ROOF/CEILING DEAD LOAD-PSF 115 PSF (2.5"x0.131") 1.75 24/16 7/16 24 6 12 140 115 110 GYP ON US OF WALLS YES w m_o Wye Y Y_ 60'-0' 9-4 4'-9k 10'- r-* 6'-* 4210(f EM ) 24210 3048 3048 3048 01/45471 114X171 IR10=381/4WIM R10=381/45491/4• R/0=381/45491/4 L42V 0 �. --I ® RE7901 0o O O ' o- ; o O II � � I I ��❑� � 4 0 II NOTES 3 a 1. WALL SHEATHING MUST BE FASTENED w/0.1 13"x2" * # NAILS @ 3"O.C.EDGE&6"O.C.FIELD SPACING x a, UNLESS NOTED OTHERWISE Q A 2. FASTEN WALL SHEATHING TO FLOOR BAND W/O 113"x2"NAILS @ 3"O.C.UNLESS NOTED OTHERWISE 218 C� 2/8 218 r � y$ 2/ 2/4 2/6 o P.E.BEAL: o d I q $ - E BILII O I N SI �,,9 NESS` g CIO I o c a n �1 L31 1 i ^•- rt C. c „ 086253 � FM 3048 3048 3!0 3048 3048 3048 �•� �o S �� j x1565 � NY NY R10�91/45491I4 R10=381/4'M91/4 RIO=8114W 114 JR10=381194'j,59 4 PJO=W 1114Y591/4 T1BRACED a' 7'-7+ a'a r-* V-2t a'-2 2'-10� 07/11/18 ANCH SSONE MAWDO 01-01 IGUR WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW IST WALLS ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER VALLS THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 10 TO ALTER THIS ITEM IN ANY WAY. Ell, 91-1! X i m FULL HEIGHT BLOCKING ll p 0 16'0 C ALONG E FULL HEIGHT BLOCKING CONTINUOUS BRACED WALL PANEL OR ENDOUSSf M ALONG LENGTH OF BRACED WALL PANEL U L0 0.131'x3•TOE NAILS ti fV O6'OC ALONG � BRACED WALL PANEL �+ BLOCKING BETWEENTRU RAFTERS 0131'x3'TOE NAILS TOE NAIL(3)0131'xS' 9 C7 NOT REOC 0 C ALONG NAILS AT EACH BLOCKING NOT REQUIRED BRACED WALL PANEL MEMBER TO m 0131'x3• o�c�EDNEEnuNS UPLIFT HOLD DOWN REQUIRED FASTEN CEILING JOIST TO BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL T. SIZE AND SPACING PER TRUSS DESIGN TOP PLATE W/(3)0 131'xY uwa v rrs xms ur AND IRC TABLE 802.11 TOE NNLS PER J06f TRUSS/RAFTER TO BRACED WALL ATTACHMENT W (SEISMIC DESIGN CAT A. B. & C ONLY) z (4)0131'x3'FACE NAILS (4)0131'xS FACE NAILS (4)0131'x3'FACE NAILS Z m ,. 1316'OC ALONG BRACED 016 OC.ALONG BRACED AT EACH BLOCKING MEMBER _ WALL PANEL WALL PANEL Ill o y a Q 4 c z d p �o E (3)0131'xY FACE NAILS EACH SIDE 0 0 o UPLIFT HOLD DOWN REQUIREDINUOUS CV SIZE AND SPACING PER TRUSS DESIGN OR BAND JOIST 0131'x3'TOE NAILS (3)0131'x3'TOE NAILS w AND IRC TABLE 80211 0 C O.0 FROM DOIONAL FRAMING FROM JOIST TO SILL PLATE FULL HEIGHT BLOCKING RIM JOIST TO SILL PLATE MEMBER DIRECTLY BELOW 0 1E OC ALONG 0 I a (3)0 131'xT TOE NAILS FOUNDATION ONLY REQUIRED BRACED WALL PANEL FOUNDATION ONLY REQUIRED BRACED WALL PANEL IL FROM RAFTER TO BLOCKING FOR SEISMIC DESIGN FOR SEISMIC DESIGN EACH SIDE CATEGORIES Do,D1&D2 CATEGORIES Do,D1&D2 CV N CONTINUOUS RIM OR SOLID - C7) BLOCKING BETWEEN RAFTERS REQUIRED 2015 INTERNATIONAL RESIDENTIAL CODE FIGURE R60210.8(1) BRACED WALL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING ATTACH BLOCKING TO TOP Vl PLATES W/0 131'x3'TOE FASTEN COLING JOIST TO NAILS 0 5 OC ALONG LENGTH TOP PLATE W/(3)0131'x3' Z OF BRACED WALL PANEL TOE NAILS PER JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING MEMBER DIRECTLY ABOVE 0 16'0 C ALONG 0O TRUSS/RAFTER TO BRACED WALL ATTACHMENT BRACED WALL PANEL BRACED WALL PANEL (SEISMIC DESIGN CAT. A. B. & C) 0131•x3'TOE NAILS OR EENNDJOISTRIM o OE OC ALONG BRACED WALL PANEL � m � a p 0131'x'1 TOE NAILS TOE NAIL(3)0131'x3• E UPLIFT HOLD DOWN REQUIRED 06'0 C ALONG NAILS AT EACH BLOCKING SIZE AND SPACING PER TRUSS DESIGN BRACED WALL PANEL MEMBER LCD AND IRC TABLE 802.11 CV p (3)0 131'x3'TOE NAILS E FROM RAFTER TO BLOCKING EACH SIDE BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL nJ CONTINUOUS RIM OR SOLID F O BLOCKING BETWEEN RAFTERS REQUIRED RES BEA II 0 Uj a Ir LS c�JLSWL- O (4)0131'x3'FACE NAILS (4)0131•xY FACE NAILS (4)0131'x3'FACE NAILS ATTACH BL KING TO TOP 015 OC ALONG BRACED DIV OC ALONG BRACED AT EACH BLOCKING MEMBER U� U ^ PLATES BL 0 INGTO TOE FASTEN CEILING JOIST TO WALL PANEL WALL PANEL NAILS 0 6,OC ALONG LENGTH TOP PLATE PER (1131'xS O SILL] �® mZ.g TOE NAILS PER JOIST l�Y R¢i OF BRACED WALL PANEL c 0 (3)0 131'x3'FACE � NABS EACH SIDE -k TRUSS/RAFTER TO BRACED WALL ATTACHMENT 0131'x3'TOE NAILS ORR a NCONTINUO JOIS M 0131'x3'TOE WJLS (3)0 131'x3'TOE NAILS r v r'`—'�YYI A U a 0 6'O.C.FROM 0 G OC FROM DMONAL FRAMING FROM JOIST TO SILL PLATE FULL HEIGHT BLOCKDKG (SEISMIC DESIGN CAT. Do. D1 & D2) RIM JOIST TO SILL PLATE RIM JOIST TO SILL PLATE Lu BMEMBER DIRECTLY RACED WALL PANEL OW 0 IV OWALL PANEL to e FOUNDATION ONLY REQUIRED FOUNDATION ONLY REQUIRED —,��-sy.��► g CATEGORIES Do.010GN&ID2 CATEGORIES Do,DIFOR SEISMIC FOR SEISMICD&IGN D2 C) �TFIM E 10 0196250 PKB-Q0647 O SOFT, 1565 2015 INTERNATIONAL RESIDENTIAL CODE FIGURE R602.10.8(2) STATE NY BRACED WALL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING TYPE 07/11/18RANCH FIDDEL- CASSDNE DRAWING WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW BRACED WALL ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER CONN. DETAILS THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SHEET TO ALTER THIS ITEM IN ANY WAY. 7 -EXT.WALL HEADERS TO BE(3)2x6 SPF#2 W/ (1)2x6 SPF#2 JACK STUD&(1)2x6 SPF#2 KING STUD EACH END UNLESS NOTED OTHERWISE -MATE WALL HEADERS TO BE(2)2x6 SPF#2 PER MODULE UNLESS NOTED OTHERWISE APO -STRUCTURAL MEMBERS INDICATED ON THIS PLAN ARE ASSUMED TO HAVE FULL BEARING ON THE SPECIFIED SUPPORT ALL STUDS INDICATED FOR HEADERS ARE ASSUMED TO BE JACK STUDS UNLESS NOTED OTHERWISE -STRUCTURAL BEAMS SHALL NOT BE NOTCHED OR DRILLED -FASTEN ALL HEADERS TO KING STUDS w/(4)0.1315x3"NAILS EACH END(TOENAILED OR IN ENDGRAIN) -REQUIREMENTS FOR STRAPS FASTENED TO EDGE OR END OF LVL MEMBERS: ' -(2)ROWS OF NAILS w/1/2"MIN.SPACING BETWEEN ROWS N 8d COMMON NAILS(0.1315x2.5") 10d COMMON NAILS(0,148"x3 +' z MIN.SPACING PER ROW: 3"O.C. MIN.SPACING PER ROW.- 4"O.C. MIN.END DISTANCE: 2" MIN.END DISTANCE: 3" m ABIEO HEREIN IS TA0.V AND MAY "�B¢REPAO vENNKRAFI BVM1DMO nsIEN;LLC 60'-W y a 4 0 zxo d o mmw m �NQ O a 24210(TEMP) 24210 3048 3048 3048 R/W901/49d7 7 4' R10=30 114W7 1/4' RK)=381/47159114' WO=38114W 1/4' R10=381/4W 1/4' LE= 00 0 0 I � . I p I " II II (3)2x4 SPF#2 JACK STUDS I I m USE(1)USP LSTA18 STRAP FROM CLG GIRDER TO STUDS AND LLI STUDS TO FLOOR PER MODULE aa rn lZ k W a 12'-11• a c Q U¢ N § IIII 2l4 T8 (1)14'LVL CLG GIRDER PER MODULE 2/8 2J8 716 2/4 ya a �OD J P.E.BEAL: i�� od rD RE < re 111 BILL//U�s 0 I a r°If•l�+II w 3048 3048 3048 3048 3048 u>=moi RIO38114 W vb' w0.J81/4W 1/4' R/0=38114'x59114' w0=38114759114' RIO-=38 v4W 1/4' � '�' A�OF 0'862538625NP�� SvTo 15657 S ' SrAm NY mo 07/11/18 mm RANCH CASSONE uavm WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW IST FLOOR ARTICLE 145 FOR ANY PERSOKUNLESS HE IS ACTING UNDER STRUCTURAL PLAN THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, am, 10 TO ALTER THIS ITEM IN ANY WAY. EXTERIOR DOOR SCHEDULE 98Hi p BUILDER/MANUFACTURER TO VERIFY ALL DOOR ROUGH OPENINGS PRIOR TO CONSTRUCTION CALL OUT MFGR-/SERIES R.O. AREA LIGHT VENT U VALUE SHGC DP RATING HARDWARE 3/0 FIRE MILLIKEN MILLWORKS 38.50 x 1 82.50 22.06 0.00 0 0.19 0.01 DP45 3/0 6 PANEL MILLIKEN MILLWORKS 38.50 x 82.50 22.06 0.00 19.13 0.23 0.01 DP45 , N 6068 VINYL SLIDER [ANDERSEN SILVER LINE 5800 SERIES SLIDING PATIO DOO 72.00 x 80.00 40.00 23.78 14.72 0.3 0.18 DP40 s 9 �m WINDOW SCHEDULE TM'¢ ' DNAV vNOI R¢REVRCWC¢0 BUILDER/MANUFACTURER TO VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO CONSTRUCTION CALL OUT MFGR R.O. AREA LIGHT VENT U VALUE DP RATING SHGC �� cwG 24210 ANDERSEN SILVERLINE 3000/3009 SERIES 30.25 x 37.25 7.82 4.97 2.63 0.30 DP50 0.21 3048 ANDERSEN SILVERLINE 3000/3009 SERIES 38.25 x 57.25 15.75 11.48 6.04 0.30 DP50 0.21 ;Nd �aF NOTES: 1. REQUIRED DP RATINGS: ^_.c°, 1.1. INTERIOR ZONES-DP34;CORNER ZONES-DP42 2. WINDOWS,SKYLIGHTS,AND DOORS OF EQUAL OR BETTER U VALUE,AND MANUFACTURED "o BY OTHER THAN SHOWN MAYBE SUBSTITUTED. o 3. WINDOW AREA OF HABITABLE SPACE(LIVING,DINING,INCLUDING KITCHEN DINING IF NO OTHER DINING&SLEEPING SPACE)SHALL BE 8%OF FLOOR AREA FOR NATURAL LIGHT WITH 4%OPENING FOR VENTILATION MINIMUM. IF NOT VENTED MECHANICALLY TO EXTERIOR,BATHROOMS&TOILET ROOMS SHALL HAVE A MINIMUM OPENABLE AREA OF 1 1/2 SQ.FT.,3 SQ.FT.FOR KITCHENETTES&KITCHENS(60 SQ.FC.OR MORE)SHALL HAVE 4%OF FLOOR AREA OPENING FOR MINIMUM VENTILATION. 4. DOORS PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 314 HR. MIN.FIRE RATED&BE SELF CLOSING OR HAVE A 314 HR.MIN OPENING PROTECTION. 5. EGRESS WINDOWS MUST MEET THE FOLLOWING CRITERIA: GRADE LEVEL FLOORS: MIN 5 SQ.FT.OPENING BY NORMAL OPERATION MIN.OPENING OF 24'HIGH-20'WIDE MAXIMUM SILL HEIGHT OF 44'FROM SILL TO FLOOR Jl FLOORS ABOVE GRADE: OPEN TO 5.7 SQ.FT.BY NORMAL OPERATION Z MIN.OPENING OF 24'HIGH-20•WIDE MAXIMUM SILL HEIGHT OF 44'FROM SILL TO FLOOR 4. REMOVING SASH,TILTING/TWISTING SASH,SNAP AWAY HARDWARE,OR ETC FOR THE PURPOSE OF MEETING EGRESS REQUIREMENTS IS NOT PERMITTED. TO- 0 4 NOTE, o SIDE 6 TOP SELF-STICK RUBBERIZED FLASHING STARTS IN DOOR NAILING FLANGE, THEN GOES a OUT OVER SUB-FRANE, THEN WRAPS ; a O BACK TO WALL SHEATHING PLANE Ip Ll AND EXTENDS OUT UNDER SOONG ITHE SILL FLASHING STARTS UNDER THE 6 THE INSTALLED NTHE SAMAILING E THE SIDE 6 TOP FLASHM 4 ROME TFUS Smym� 3 3 w O COPPER 3 3 O CONTOUR Q ) 2 1 FLASHING O F N8 �O p1LLl y®,� ajr H� co DOOR FLASHING: s'. WINDOW FLASHING 4r- - 1. INSTALL SELF-STICKING RUQ FLASHING OVER THE SUB--FRAME AT THE BOTTOM SILL OF r , IV CC a 1. INSTALL SELF-SRGI(ING RUBIS FLASHING OVER THE SUB-FRAME AT THE SIL OF WINDOW DOOR 1,t,.,�l r w 1. INSTALL WATER RESISTIVE BARRIER HORIZONTALLY IN A SHINE E LIGE FASHION,OVERLAPPING SUCCEEDING COURSE BY A MIN.OF 2'. 2. INSTALL WINDOW PER MANUFACTURERS INSTALLATION INSTRUCTIONS 2. INSTALL DOOR PER MANUFACIURERS INSTALLATION INSTRUCTIONS 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING RANGE DOWN 3. RUN A SKIP OF SELF-SLCIING RUBBERIZED FLASHING ON 70P OF THE NAILING RANGE DOWN 2 CUT WATER RESISTIVE BARRIER AT WINDOW/DOOR R.O.AND WRAP RO.W T WATER WATER��BARRIER.BARRIER. THE SIDES OF THE WINDOW AND OVERLAPPING THE SILL FLASHING. THE SIDES OF THE DDOR AND OVERLAPPING THE BOTTOM SILL FLASHING. S A X86250 �� FlU) PI®-Q 3. CUT AT A 46 ANGLE TEMP.TACK THIS RAP UP OUT OF THE WAY 4. INSTALL TOP STRIP OF SELF-SOCKING RUBB FLASHING ON TOP OF THE NAILING RANGE 4. INSTALL TOP SKIRUBBERIZED FLASHING OF SELF-SMONG RUBBEFLASHING ON 70P OF THE NAILING FLS FLANGE � S 07 1565 UNTIL AFTER STEP 4 IN DETAIL 3. ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. STALE NY 5. LAP THE TOP STRIP OF WATER RFSMINE BARRIER DOWN OVER THE TOP STRIP OF RUIN 5. INSTALL METAL.CAP FLASHING OVER THE TOP FINISH TRIM BOARD 07/11/18 Tym mm RANCH FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING. TAPE THE 45 SEAMS BVE 6. IAP THE TOP STRIP OF WATER RE5ISBARRIER DOWN OYER THE TOP STRIP OF RUBBERIZED CASSONE FLASHING AND THE VERTICAL LEG OF THE META.CAP FLASHING. TAPE THE 45'SEAMS. MAVDD 7. THHRESHOLD FLASHING WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW DDDR/WINDOW ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER SCHEDULE THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, a`, 11 TO ALTER THIS ITEM IN ANY WAY. • VENT DRAIN W MAIN VENT TUB OVERFLOW 112' —rVENT 12'VENT &W.C.VENT l VENT STANDPIPE BRANCH VENTS �! DRAIN IWMIN Y D AS REQUIRED O 8 LONG TURN SHOWER 1 12' 4T MAX T LONG TURN 1/8 BEND DRAIN DRAIN ANITY 112' TEE T VENT FOR VENT EXTENSION FINISHEDSAN T� TEE FUTURE BASE- FLOOR ASE U FLOOR T TRAP FINISHED DRAINS TO FINISHED FLOOR ' SAN. MENT FIXTURES 1Y (' TUB DRAIN FLOOR NON-HAZARDOUS FINISHED FLOOR FINISHED FLOOR LOCATION 1 12' FINISHED TRAP FLOOR PIPE INCREASER y 1 IW TRAP REDUCER(OCCURS WARM010 PAN WO CRAIAL Y TRAP MIN 1T BELOW ROOFWAACECAMNSIMMOMrALLED •s, z.. CLanHme� ON 9E)RAOW $lam B d� WA19i CLMUND 11MI! FEW 9 m BlEQMATIE0. 314'DISHWASHER DRAIN AIR THE VENT PIPE PTEA A FDITI E DRADUDICEPT WATER OUISETS TAR".v,"B'" LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING 112'VENT ADMITTANCE AND SDmAR SFN2=FDMNM MILL WT CM#*=MAV °''Ba"BB,;.onw°rec"Bor SECURELY FASTENED PER MANUFACTURERS INSTRUCTIONSVALVE THE TOP VEIL OF THE TRAP.THE VENT PIPE MAY BECNECTED vBBw'TMinssieo or TO COUNTER OR WALL AT A LIVER EOEVATI M 7 TIE FIA l IIUIw ARE IEA BMs L�o ORAIRGAP 3'VENT L TIE VER MAL SMTIM Q'THE MATO PIPE SIALL 'A'TRAP BE AT LEAST DIE PIPE SIZE LARGER TFLW THE TRAP GARBAGE 18'MINIMUM SINK DRAINS _ BLET SIM DISPO MET SITE EL THE T LEW L PIPE E Twu PIPE DIAIIEE I TO THE TPM CUREF STALL Lma AIR GAP 3,TIEBE ADEVFLWED LWTH OF THE ETTRAPTRAP ARN SWILL MQT SAN.TEE 'C'VERTICAL LEG p®THE VALES STATED IN THE APKrAH E FUIPW CIDES WASH 'M-TRAP SM PER ALL NRMARE R11�i CSS a „ T P-TRAP AIR GAP FINISHED DISHWASHER 'D'-LDITIH IS DARE THE TRAP MIX '`�'q a N" V-SEE IS DIE SUE LAIRE TW TRAP SIM v 4 a FITTING FLOG 110 DRAIN LINE VENTILATED LDE 'D'-DINAME FRW OWN VEIL Alm VDIT COIPELTIM z d m— WYE-BRANCH TTRAP C�019'E�CTT10E1�, ACM0115 M NAIL DISTANCE OF VENT I=FDMIM TRAP = m h o FITTING ❑�',� wno d o YE3RIMROOFDEFAL SEENOM s lHd Y16 PLUMBING NOTES: A1IDYARE FALL a 7MT Ala la'1Dla.FAL M TW NO aE 10 FM 7➢DIE DULL IUB FSE 4ME7FL IQi 1.ALL WASTE AND VENT LINES ARE PVC PIPE&SUPPLY LINES ARE PIX avLL TE veff rm cloomm TO A Fwm wL on"m vmm cuwm AIa Yam rm mx¢my TIE TAD• AIR ADMITTANCE VALVE NOTED vB=&LES FID VMM MnW VM0 A VWZL 118 MY E Mu n a TIE TDM=W A vmm- 2 PITCH ON HORIZONTAL WASTE LINES IS 1/8'PER FOOT FOR 3-DIA.PIPE,118'PER FOOT FOR Fm1E w1■LIED W TIE tMNL 7W W TO VDa CMI== TMX IWAL m baa Q a Ala FDM= -ALL PLU BDIG DETAILS ON THIS PACE LARGER THAN 3'DIA.,1 IA/4'PER FOOT FOR LESS THAN 3'DPIPE ARE FOR RFFFRE IDLY,VERIFY PLIG 3.WASTE LINES.INSTALL WYE W/CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO 3'VENT THRU ROOF W A1amD TD A Val. VFIIIRN.LES TW=7I UKUTM DULL IFM TIE FRIMME 00=6 E?xL IaaFa TTM wnn SILL IM® CODE PER STATE AND I MAL(SEE COVER SIEFD DISPOSAL SYSTEM 3'DROP TO 1ST FLR 6 111 woul1 Q cmmm-w DULL i Em To 7m amzm DF VE M -FDR GENERAL NOTES SEE 4.PV4DW V PIPE SUPPORTS,AT BRANCHES,CHANGES IN DIRECTION AND AT THE BASE,EACH TTaA FaaL a ME RA7511R of gDFnI IN DILL g TDF Lm 7FYa r AID a ADS vl1 iAIE r-®cTa 3'VENT THRU ROOF PAGE lE FLOOR AND MID STORY(VERTICAL)MAXIMUM EVERY 3'4'AT THE END OF BRANCHES,AND 117001/1 LENGTH OF TRAP AN'M 4 ■]K DIEL E TE Kwv or TIE LmmrT o aRa W DROP TO 1ST FUR CHANGE OF DIRECTION OR ELEVATION.4'MINIMUM MAIN WASTE TO SEPTIC. DMA LETGTH ® Nm L.1y 5.RESERVED 1-1/4 7 g H• 6 ((;3 Z 8.EACH DWELLING NG UNIT SHALL HAVE ONE MAIN 31NCH MIN STACK FROM BUILDING GRAIN 2 8 AND AT A MIN.OF 8'ABOVE THE ROOF LINE 3 4 15 7 ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4'MINIMUM BEARING. m 8 ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE 1/4 BEND KITCHEN SINKIDISHWASHERIDISPOSAL WATER CLOSETS&MAIN VENT PLUMBING CODES LONG RN SEE WYE WITH LONG TURN 9.HORIZONTAL TO HORIZONTAL&VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION DOUBLE 1/4 BEND 114 BEND 1/8 BEND TEE WYE 3 0 SHALL BE 45 DEGREE WYES,LONG SWEEP 90 DEGREE ELBOWS,LONG SWEEP TY'S,6TH., STH.OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP LONG TURN FITTINGS.SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL 3 � m CHANGES IN DIRECTION ON 3 INCH OR LARGER a 10 TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FDTNRE OUTLET MAXIMUM DOUR EWYE BEND WYE BEND TEE WYE , WITH LON TURN VERTICLE DROP FROM FIXTURE OUTLET TO TRAP WEIR IS 24' 1/4BEND I1.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIPJOINTS.ACCESSIBLE (LONG SWEEP OR TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING 118 BEND SHORT SWEEP SAME SIZE AS TRAP. SEE NOTES) 12ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATEDA MINIMUM OF 6"ABOVE THE TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS.THESE FITTING FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH WILL BE USED TOGETHER OR INDMDUALLY TO DRAIN FIXTURES IN COMPLIANCE WITH STATE CODES(SEE NOTE AJ) 13 MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL F APPLICABLE PLUMBING CODES 14.PLASTIC PIPING SHALL BE PROTECTED WITH 1/16'(15 GAUGE)STEEL PLATE WHEN PIPE HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS P.E.SEAL e 1��1pI PASSES THRU WOOD MEMBERS LESS THAN 11/4 INCHES FROM EDGE OF MEMBER (SFE NOTE#9) E � 15.NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN(DIRECTIONAL) O FITTING, 16.AIR ADMITTANCE VALVES MUST BE IN ACCORDANCE WITH APPLICABLE PLUMBING CODES q t �q U FJ C•� 17 PIPE DIAMETERS DOWNSTREAM OF STACK BASE&NOT FLOOR FIXTURES SHALL CONNECT INTO OT CONNECT INTO SECOND FLOOR 10 TO 3'VENT TEE TEE TEE TEE 114 BEND ��.-O� 1 a�'F' 1_ 14 �'$Eftl THRU ROOF / �* DRAIN STACK. TEE ` �IL(-�/��sO� .-0-' B 18,POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY SITE BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES 1} �� ;y `vo. - 19.RESERVED Lit a r tt 20.ANTISIPHONING DEVICE,VACUUM BREAKERS&AIR GAPS:FOR WATER DISTRIBUTION ' WASHER n STANDPIPE HEIGHT SpN-TEE KITCHEN SINK i d'� ) SYSTFUu1S'PROTECTIONOFPOTABLEWATFRSUPPLY. ANDTRAP3� BOX SAN-TEE Th j-`.,- l+ w A-WATER HEATER LOCATED @ OR ON LIVING SPACE LEVEL MUST HAVE A (OFFSET WLTEES '-' '��F ANTISIPHONING DEVICE INSTALLED LAVATORY ��tZ WITH BACKTO- B:CLOTHES WASHER(IF NOT BUILT IN TO THE APPLIANCE)MUST HAVE AN (FIXTURE INSTAL- Z BACK FIXTURES) CONTINUOU �� C? ANTISIPHONING DEVICE INSTALLED 1AT10N ON VENT SAN W Q 0®52 50 lve� PIFs STACK) $ LAVATORY TAIL PIECE FOR P-T� A 21 WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE (BACK-TO�ACK LAVATORY P,� PKB-Q1565 UTILIZED IE WASHING MACHINES OVFRFLOWANDWASIE o �T+ 1565 WFTVEENTTHRU INSTALLATION) S STATID NY 22.WOOD•FRAMED STRUCTURAL MEMBERS MAY BE DRILLED,NOTCHED OR ALTERED PER ONE D F U ONLY P�� TUB/SHOWER SECTION P2603. WATER P TR OR WHIRLP00 P-TRAP CLOSET P-TRaP OPTION 07/11/18 RANCH !MEII FINISH CASSONE FLOOR SAN-TEE OAVD0 SAN-TEE TYPICAL PLUMBING LONG TURN CLOSET FLANGE 1/4 BEND t/4 BEND 1/4 BEND WARNING:R IS A VIOLATION OF THE NYS EDUCATION LAW DETAILS TEE WYE &1/4 BEND LONG SWEEP p_Tpgp LONGS P-TRAP LONG SWEEP ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 12 TO ALTER THIS ITEM IN ANY WAY. FLOOR JOISTS SIZES&SPANS BASED ON TABLE R502 3 1(1&2) MATERIALS FLAMESPREAD PER R302 9 N -Sprtpp'\Z RIDGE VENT TO BE SHIPPED LOOSE AND INSTALLED ON SITE BY - ssuahcr t nrµizx OTHERS 2X4 PLATE CONT NOIwrrx0_ 2X6 PLATE COM DBL 2.6 RIDGE BOARD srcmS stcoma ASPHALT OR FIBERGLASS SHINGLES - E INSTALLED PER MFGRS W 5 LEDGER INSTRUCTIONSANDR9052&R905241 PRE MANUFACTURED - y 4 - TRUSS HM960606@C SEE CONNECTION DETAILS PG 15 V z SEE DETAILA PAGE 20 SEE DETAILDI _ ,�o PAGE 21 \ - m ']d 2X6 FASCIA BOARD _ - DBL 2X4 TOP PLATE RJB FIBERGLASS INSULATION WVAPOR BARRIER ,VENTED SOFFIT DBL 2X6 TOP PLATE WP8lD5 FIRE RATED WALL ASSEMBLY 10 GYPSUM BOARD 12'GYPSUM BOARD F . Ej 7/16'OSB SHTG 2X4 WALL STUDS 16.0 C AIR/MOISTURE RESISTIVE 2X6 WALL STUD 16'O C zo BARRIER R-21 F G INSULATION ' W/VAPOR BARRIER O 23132'T&G FLOOR , SGL SEE DETAIL C SHTG 2X4 BOTTOM PLATE .I-II PAGE 20 (2)WO PERIMETER RAIL SGL 2X6 BOTTOM PLATE H~9 WALL SHTG LAP OVER FLOOR im 2x10 FLOOR JOISTS @16'OC 2XIOFLDGRJOISTS@16'OC RIM FIELD INSTALLED - �M R-19 MIN F G INSULATION W/VAPOR BARRIER ONSEE DETAIL B co SITE BY OTHERS \(2)2K7 D FLOOR GIRDER PAGE 20 � a FOUATION DESIGNED COM FETED BY-OTHERSAND S •6 p� CONCRETE FOOTINGS DO BY-OTHERS NOTES F 1 ALL LUMBER IS SPF#2 UNLESS OTHERWISE NOTED 2 SEE PGS 2427 FOR FIRE RATED ASSEMBLY DETAILS P.E.(C 12 n B o i . _ Iff''LLSS c�JLSWLSo F r - C1 FUPJ INSULATION NOTES „ q 0853 4 INSULATI❑N AND VAPOR BARRIERS TO 'BE INSTALLED QF S �P PKB-x1565 Sub PER IRC R702,7; N1102,5, & ATTACHED RESCHECK, STAM NY 7 VAPOR RETARDER SHALL BE INSTALLED ON THE WARM IN 07/11/18 RANCH WINTER SIDE OF THE INSULATION �CASSONE MAVm EXPOSED VAPOR RETARDER SHALL BE-COVERED WITH WARNING IT ISAVIOLATION OF THE NYS EDUCATION LAW CRDSS SECTRIN ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER CODE COMPLIANT COVERINGS Ce, DRYWALL THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, 14 TO ALTER THIS REM IN ANY WAY h Ali BOTTOM PLATE TO STUB, SHEATHING FASTENING, (3) 0131'x3' NAILS THRU PLATE SHEATHING TO STUD, 0.113'x 2' NAILS 8 6. O.C. INTO ENDGRAIN 0131'x 2.S' NAILS 8 6' O,C. EDGE 6 12' O.G FIELD EDGES, a 12' O.C. FIELD SS BOTTOM PLATE TO FLOOR, TRUSS TO PLATE, (4)0131' x 3' FACE NAILS FLOOR RIM TO RIM, C2) 0.131'x3' TOE NAILS PER BAY Cl) ROW 0131'x3' NAILS a 24' O.C. y 6 SIMPSON H3 ALONG TOP 6 BOTTOM EDGES SHEATHING TO FLOOR PERIMETER, STAGGERED ON OPPOSITE SIDS zy. Z FASCIA TO TRUSS, STAGGER C2)ROWS OM3'x,2'NABS C2) 0131'x3' NAILS 8 6'O.C. ALONG BOTTOM EDGE T&G FLOOR DECKDO j INTO EACH TRUSS EDGES,112'MOr— FIAILS ELD AI ING a m TRUSS PLATE TO TOP PLATE, SHEATHING OVERLAP FROM WALL 0.131'x3 1/2' NAILS 8 6. D.C. STUD TO TRUSS PLATE, TOP PLATE TO TOP PLATE, SHIPLOOSE SHEATHING OVERLAP UBK-Y (1) ROW 0.113'x2' NAILS a 6' O.C. BE oEwceo rUB. 0.131' x 3' FACE NAIL 8 FLOOR HAND TO SILL PLATE, a„g„o��M�� 12. O.C. USE C2) ROWS OF 0.113'x2' �e��euioNo� NAILS !6' O.C.STAGGERED TO 0.113#x2EATHING NAILS a 3S D.C. TOP PLATE TO STUD, FLOOR HAND A�eR31 OS" FLOOR RIM TO JOIST, ns�aa,,�• EDGES, 6' O.C. FIELD C3) 0E I x3' NAILS THRU C4) 0131'x3'NAILS INTO ENDGRAIN - PLATE INTO ENDGRAIN FLOOR PERIMETER TO SILL PLATE,0131'x3' TOE DETAIL A NAILS a 6' O.a d y P, DETAIL B iza 44 ° Q mrr oen RO SHEATHING 1/2' ALL THREAD BOLT GABLE Elm FLODfi RIM TO RIM, 48. O.C. OR 3/8' LAG 8 TRUSS/RAFTER LA ER FRAMING 32, O.C. OVER LENGTH OF (1) ROW 0.131'x3' 8 24' O.C. MODULE ALONG TOP 6 BOTTOM EDGES FACTORY INSTALLED FROM STUD TO S STAGGERED ON OPPOSITE SIDES FLOOR GIRDER AT EACH MODULE, USP 2x LSTA15 a 48' O.C. - USE (6) 0.148'x FASCIA aS 1/2' THROUGH-BOLT a 48' O.C. OR 2.5' NAILS IN-STUDS AND (6) 0148'x FASTEN STRINGER TO 2x STRING BOARD 3/8' LAG 2 32' O.C. ON 2.5' NAILS IN GIRDER Cbl 0.131'x3' ENGRAIN (2) 0.131'x3' <STRINGER) NAILS FROM CLG. GIRDER TOENAILS FROM RAFTER w/CPQ ROWS OF AGAINST LAST ALTERNATING SIDES OF BEAM TO CLG, JOIST ROOF TO TOP PLATE #8x3' SCREWS 8 6' OC RAFTER OR OVER LENGTH OF MODULE. BOTTOM PLATE TO STUD, DIRECTLY�OOVER EACH TRUSS y PROVIDE SOLID WOOD BLOCKING (2) 0.131'x3' NAILS THRU TOP PLATE TO'STUD TOP PLATE TO TOPOTHER MMV CONNECTIONS C2) 0131'x )•fRlM TIP AND!'fRfM BETWEEN MODULES AT ALL LAG PLATE INTO ENDGRAIN PLATE CONNECTION R®F SHEATHING 3' NAILS THRU PLATE BUrTIN LF S1RB 1P ' Z BOLT LOCATIONS 0.131'x3'-12. O.C. FACE NAIL MUST LAP ONTO BOTTOM PLATE TO FLOOR, INTO ENDGRAIN 0.131' x 3' 8 12' O.C. FACE NAIL MAIN ROOF A T&G FLOOR DECKING, DETAIL D 24' MAX TRUSS OR RAFTER 0,131'x2.5' NAILS a 6' O.C. FLOOR RIM TO JOIST, FASTEN 7/16' OSB HAY EDGES, 12' O.C. FIELD NAILING (5) 0.131'x3' NAILS INTO ENDGRAIN ROOF SHEATHING °0 1/2' ALL THREAD HOLT TO EDGE RAIL AND =� 48' =. OR 3/8' LAG a LADDER FRAMING FASTEN STRINGERS 32' O.C. OVER LENGTH OF w/0.113'x2' NAILS TO LADDER w/CPQ c MODULE a 3' O.C. PER END 0131'x3' GALVANIZED 3 RAIL/LADDER/STRINGER. :+ NAILS. OPTIONAL JOIST HANGER CNO 2x2 SPF#2 CONT. k' NAILS NEEDED FROM RIM TO LEDGER STRIP FASTEN 1325'x20 GA STRAP FROM UNDERSIDE 3 LEDGER TO GIRDER w/ OF LADDER TO FACE OF STRINGER, 5re JOIST WHEN USING A HANGER) FASTEN WITH C3) 0.131'x3' NAILS 0.131'x3' NAILS @ 5' O.C. EACH END. STRAPPING NAILS MAY . . SIMPSON LUS26 COUNT TOWARDS THE REQUIRED DETAIL C HANGER NUMBER OF NAILS FROM STRINGER TO DETAIL D - ALT TYPICAL LADDER. INTERMEDIATE TRUSSES/RAFTERS GABLE END TRUSS OVERLAP SHEATHING FROM co WALL STUDS TO WALL STUDS TYPICAL TRUSS TS GABLE P.E.BEAL: OVERHANG o� E81LL1/y� 0 a~ rr. CC a i-�I b w - SQA '0862513 PKB-00647 Ste+ 1565 S011Fi NY _ TiP6 07/11/18 RANCH MDELi CASSONE DRAWL WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW SECTION CW&CTION ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER DETAILS THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 15 TO ALTER THIS ITEM IN ANY WAY. �1 Ali CON #1 `a ,, CON #2 N z �m PNM BE EE ANDED UPTF@ U •P6NNKMFTBN ST516YS�Ma CON #3 \ E -y'hd 49 oz IN w..a 6ry� a � HM960606 (2)0 131"x3"NAILS THRU RAIL USP C STRAPS @48"0 C TO TOP CHORD-ENDGRAIN (2)0 131"x3"NAILS 0 131"x3"NAILS @ 8"O C THRU RAIL TO EACH FROM RAIL TO RAIL TOP TOP-ENDGRAIN z Z � o 0 131 N 3"NAILS @ 8"O C 3 FROM RIAL TO RAIL STAGGER FROM OPPOSITE SIDES DETAIL 1A-1 B DETAIL 1 C-1 D DETAIL 2A DETAIL 2B (RIDGE BOARD TO TRUSS TOP CHORD) (RIDGE BOARD TO RIDGE BOARD) (FLIP BOARD TO TRUSS TOP CHORD) (FLIP BOARD TO FLIP BOARD) USP LSTA15 STRAP FROM TOP CHORD E' U a TO KING POST � � H (2)0 131"x3"TOE NAILS is 1' rte'1� FROM STUD TO RAIL p X�1 w 0862 5d (3)0.131"x2 5"NAILS THRU O � � �PKB-00647 $ 1555 STG TO TOP CHORD STAM NY EACH SIDE OF JOINT rim 07/11/18 RANCH DETAIL 2C DETAIL 3A DETAIL 3B CASSONE (CONNECTION ACROSS FLIP JOINT) (KNEE WALL& KING POST TO RAIL) (KNEE WALL& KING POST TO RAIL) °'A D0TRU S WARNING:R IS A VIOLATION OF THE NYS EDUCATION LAW DETAILS TICIN ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER 16 THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS REM IN ANY WAY. TOP LOADED BEAMS r iw • ewrZw sRrwm sRrwww �z {y OJ390'INIIS O.lII'0'MMS SCK YNR�wcuEENrwNB BTEC!MATIE0. ep S6Fw0.Y wN-Y FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS OBE RBpBOWC¢B pEBNSSION OF 2- AND 3-PLY MEMBERS, NOTES, p naBa 12' OR LESS x 1.5' MEMBER BEAMSi -FOR 1.75' THICK MEMBERS, USE 0.131'x3.5' NAILS IN USE (2) ROWS OF 0.131'x3' NAILS @ 8' D.C. PLACE OF 0.131'x3' NAILS. 141, 16' OR 18' x 1.5' MEMBER BEAMSi -THE FOLLOWING SCREWS ARE APPROVED FOR USE IN USE (3) ROWS OF 0.131'x3' NAILS @ 8' O.C. CONNECTING MULTIPLE PLIES OF LVLT 20',22' OR 24' x 1.5' MEMBER BEAMSi -SIMPSON SDW WOOD SCREWS USE (4) ROWS OF 0,131'x3' NAILS @ 8' O.C. -SIMPSON SDS WOOD SCREWS o z a 4 q= -USP WS WOOD SCREWS :zl:l � d� 4-PLY MEMBERSi -FASTENMASTER TRUSSLOK WOOD-SCREWS mN 16' OR LESS x 1.5' MEMBER BEAMS, -IF THE FASTENER POINT PENETRATES A MINIMUM OF a USE (2) ROWS OF APPROVED SCREWS @ 24' D.C. 75% OF THE 4TH PLY OF THE BEAM, THEY MAY BE A 5 Q 16' TO 24' x 1,5' MEMBER BEAMSi `APPLIED FROM ONE SIDE OF THE BEAM1 OTHERWISE,, _ USE (3) ROWS OF APPROVED SCREWS @ 24' O.C. THE FASTENERS MUST BE APPLIED FROM BOTH SIDES AND STAGGERED, -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIESI OTHERWISE, USE CONNECTIONS FOR SIDE LOADED MEMBERS, a . ' . . .It -FASTENING SPACING IS FOR EACH ROW, STAGGER SPACING BETWEEN ROWS OF FASTENERS, SIDE LOADED BEAMSr. z� . . . . . (5,"X M snr ria ♦w.r M Go lu _ n 61GE'+CiY lMIIS -fie k3 r mms FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS,,, (2) 1.5' MEMBER BEAMS, -USE (3) ROWS OF 0,131'x3' NAILS @ 12' O.C. (575 PLF MAX, UNIFORM LOAD) -USE (3) ROWS OF 0,131'x3' NAILS @ 6' D.C. (1,150 PLF MAX. UNIFORM LOAD) (2) 1.75' MEMBER BEAMS, am.;w�a,,. -USE (3) ROWS OF 0.162'x3.5' NAILS @ 12' O.C. (845 PLF MAX. UNIF❑RM LOAD) w -USE (3) ROWS OF 0,162'x3.5' NAILS @ 6' D.C. (1,690 PLF MAX. UNIFORM LOAD) F" (3) 1.5' MEMBER BEAMSiP.E.� °�o -USE (3)' ROWS OF 0.131'x3' NAILS @ 12' D.C. (431 PLF MAX. UNIFORM LOAD) B • ` -USE (3) ROWS OF 0.131'x3' NAILS @ 6. O.C. (863 PLF MAX. UNIFORM LOAD) o (3) 1,75 MEMBER BEAMS, BUILT UP o -USE (3) ROWS OF 0.162'x3.5' NAILS @ 12' D.C. (635 PLF MAX. UNIFORM LOAD) COLUMN - tc U =1 � � -USE (3) ROWS OF 0.162'x3.5' NAILS @ 6. O.C. (1,270 PLF MAX. UNIFORM LOAD) FASTENING ��p� der mag (4) 1.5' OR 1,75' MEMBER BEAMS �' F- -USE (2) ROWS OF 1/2' BOLTS @ 12' D.C. (580 PLF MAX. UNIFORM LOAD) ,`�\��4l'L'L//V, -USE (3) ROWS OF 4/2' BOLTS @ 12' D.C. (870- PLF MAX, UNIFORM LOAD) cb- NOTESi -VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS THE THE BOLTS, WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. Z = _ .� -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM, tS' -7' WIDE BEAMS MAY -NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE 0862513 LOADED FROM 'BOTH SIDES AND/OR TOP LOADED. PKB-00647 -LOAD DURATION FACTORS MAY BE.APPLIED TO THE LOADS LISTED ABOVE. 0 S ' �P sem*+ 1565 STATB NY LVL DESIGN IS SUFFICIENT FOR LVL GRADES WITH A SPECIFIC GRAVITY OF 015 nm RANCH OR BETTER 07/11/18 mmu CASSDNE mAwm LVL WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW INTERCONNECTION ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING UNDER NAILS THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANYWAY. - D4aW) I 1�All U � ;,I, -, TOWN OF SO ila,aa GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the 2015 International Residential Code ALL THRESHOLD CAREFULLY SIMPSON BSC 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& FLASHED&CAULKED TO TREATED WOOD the NYS 2017 supplement to the New York State Energy conservation PREVENT WATER INTRUSION DECKING SECURE TO construction code ( revised August 2016 ); TOP H RIM JOIST WITH COMPOSITE RAILING CONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR I I SYSTEM.VINYL RAILING POST TO HEADER CONNECTOR Additional Code Compliance: PAST JOIST HANGER #10 X 3"WOOD SCREWS I I TOP AND BOTTOM RAIL 2015 International BuildingCode; Plumbing code; Fire code; Mechanical code; AT 6"OCC. 9 AND COLUMN COVER AND Fuel gas code; Existing building code; Property maintenance code. GALV.DECK HANGER COMPOSITE DECKING COLUMN CAP.MEET RCNYS ALL CODES shall su ercede the drawings and shall be incorporated into the SIMPSON LUS26 @ 2X6 ATTACHED PER , , FOR CODE p g p SPECIFICATION SIMPSON ABU POST drawings WHETHER they are indicated on the Plans or NOT. MANUF. I I 4"TREATED POST TO CONCRETE BRACKET X 4 TREATED POSTS SIDE COVER 2"MINIMUM Additions, Alterations & Renovations: shall conform with Appendix J of the IRC LAG BOLTED TO JOIST as amended b the NYS Uniform Code Supplement. 2X P.T.LEDGER; MUST BE GREATER THAN AS PER MANUFACTURES 2-1/2"GALVANIZED CARRIAGE BOLTS Y pp OR EQUAL TO DEPTH OF DECK JOIST AND SPECIFICATIONS. OR SIMPSOh)SD STRUCTURAL NO GREATER THAN THE DEPTH OF THE RIM JOIST O CONNECTOR SCREW �r 2. Written Dimensions take precedence over scaled dimensions ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS I 1/2"DIA.GALV BOLTS W/ GRADE p �""'� GALV LAG SCREWS PER IRC TABLE R507.2 AND LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH O PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) EPDXY ANCHORING ADHESIVE FOR USE WITH THREADED ROD 3. The contractor prior to the start of construction shall verify all � see schedule02x RIM JOIST ATTACHED WITH Z_ MECHANICAL ANCHORS;SIMPSON dimensions, existing or new and be responsible for field fit. tip of lag screw shall fully extend beyond (3) THREADED NAILS WEDGE-ALL WEDGE ANCHOR the inside face of the band joist. (3),##1 10 X 3"WOOD SCREWSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ' :y SIMPSON H2.5 AT M ��• shall be installed in accordance under latest State approved Building Codes. EACH JOIST MQ FOOTINGS MUST All systems are to be designed, installed, & specified by the general contractors; HVAC, '* BEAR ON SBC FOOTING 12'"DIAMETER electrical or plumbing sub-contractors. POSTOST GI GIRDER UNDISTURBED BEAR FOOTING ON VIRGIN SOIL u Electrical certificates are to be provided the electrical contractor. CONNECTOR SOIL 36"MIN.BELOW GRADE \� 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity MAXIMUM OVERHANG 24" of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall W be the responsibility of the general contractor to verify the depth of all existing footings disturbed by construction. P.T. POST TO CONC. PIER & FOOTING Q� 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have LEDGER BOARD ATTACHMENT TO BAND JOIST CONNECTION @ PORCHES & DECKS NTS W <` an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS �: :D garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE International building code and NYS amendments. 8507 EXTERIOR DECKS NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. All Concrete shall conform to the latest ACI standards e� 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All „ O '` Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 1W -� W Min. Fb for dimensional lumber= 850 psi. Q Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. 2 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Down to grade UJ a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D ------------ or stainless steel. b.) Use Copper flashing Only against ACQ Lumber Sill Plates --____-__--- --2x6 deck joist @ 16" Oc c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc -------------- - 2-2x6 treated girder shall be Hot-Dipped Galvanized or Stainless Steel. TYP.DECK FOOTING `..' SEE DETAIL WOOD LANDING &STAIRS& RAILINGS AS � PER CODE LIN0 FASTENING SCHEDULE —TYP.DECK LEDGER SEE DET. •---------------- ------------ +---------- -- ---------------- 0 BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 3.0 �• d p d p d . p d p d p • d p d . O p � 1JL (D -------------------------- v-------o---o----`-------V-------- NUMBER AND TYP SPACING ANDDESCRIPTION Lo /�`�,,,/1 Z OF FASTENER LOCATION FLOOR FRAMING � G / �It�1 --- JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL J.J PLAN. I I I FRAMING FLAN 3-8d COMMON SCALE: 1/4 - —O ` RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON SCALE:: 1/4 I I = 1 I—O I1 0 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL 1✓ 0/ 0 0 BLOCKING TO JOIST 2-10d BOX EACH END a 2-8d COMMON ' n BLOCKING TO SILL OR TOP PLATE 4-16d BOX 3-16d COMMON TOE NAIL ""a 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 4-10d BOX BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST 3-16d COMMON BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM STAGGERED ON OPPOSITE SIDES 4-16d BOX Z LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL Q J CL BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL 0f W o a CV C/) Lr) Q ❑ _ C) Lu J TABLE 507.2 Wood steps and landing ¢U DECK LEDGER TO BAND JOIST CONNECTION to grade, handrail and 2 1 U5 CONNECTION JOIST SPAN Guardrail to code - DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' 0 1/2" DIA. LAG SCREW 30" 23" 18" 15" & 1/2"MAX. SHEATHING — Z 1/2"DIA.THRU BOLT „ & 1/2”MAX. SHEATHING 36" 36 34 29' _ w 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 1/2" DIA. LAG SCREW & 1/2" MAX. SHEATHING 13" 11" 10" Q Z I 1/2" DIA.THRU BOLTcrt I _ CV & 1/2" MAX. SHEATHING 24 21 19" EE I LEDGERS SHALL BE FLASHED I Z LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) r'— - - - - - - UJ v L - - - - - - - ",� << > cM iW CSM im ` 00 �I -0CD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 _ -0 Lo Ap SUBJECT TO DAMAGE FROM WIND DESIGN �J GROUND' WIND WINTER ICE SHIELD AIR MEAN SNOW SPECIAL WIND SIESMIC REAR ELEVATIONCu:, ; SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL �� Cj f�� IELEVATION 4 t" LOAD WIND EXPOSURE DESIGN WEATHERING LINE TERMITE 4l r i (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP ZONE DEPTH I I 11 '� ,`�; SCALE.- 1/4 = 1 -C� SCALE: 1/411 = 11-011 � ..��._._. 20 LBS 5140 NO NO NO B B SEVERE 31-011 MODERATE 15 YES NO 1500 or less 52.2 TO HEAVY M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE 1. All construction shall conform to the 20151 International Residential Code 15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted b NYS, The 2017 Uniform NYS Supplement and LIVE DEAD p y PP until the first floor framing is in place or brace the foundation USE � the NYS 2017 supplement to the New York State Ener conservation LOAD LOAD NUMBER AND TYP PP Energy DESCRIPTION SPACING AND construction code ( revised August 2016 �; 16. Double joists under parallel partitions and under whirlpool tubs. Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING Additions, Alterations & Renovations: shall conform with Appendix J of the IRC 17. Metal flashing shall be installed were concrete abuts wood, Habitable attics&attics served with fixed stair 30 10 4-Sd BOX (2-1/2")OR 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL as amended by the NYS Uniform Code Supplement. and were decks abut house framing. Balconies(exterior)and decks 40 10 3-8d COMMON CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 2. Written Dimensions take precedence over scaled dimensions 18. Install joist hangers at all flush structural load bearing conditions. Fire escapes 40 20 2 3 8d COMMON EACH JOUST,TOE NAIL W CEILING JOISTS NOT ATTACHED TO PARALLEL Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 3. The contractor prior to the start of construction shall verify all 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. of not less 8 percent of the floor area of that room, and the minimum Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP O openable area to the outdoors shall be 4 percent of the floor area being 5 COLLAR TIES 4-10d BOX (3") OR 4. electrical systems, shall be installed in accordance under latest State approved Building Codes. ventilated. Refer to IRC Residential Code section R303 passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL To EACH RAFTER �-- All systems are to be designed, installed, & specified by the general contractors; HVAC, Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND electrical or plumbing sub-contractors. 20. All window and door headers to be 2-2x10 unless noted otherwise. 4-10d Box 1 TOE NAILS ON OPPOSITE OF EACH RAFTER OR TRUSS V SIDE r 1 Electrical certificates are to be provided the electrical contractor. sleeping rooms 30 10 21. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per Stairs 40 20W 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR 3-1od COMMON TOE NAIL Qof 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall outside of each separate sleeping area in the immediate vicinity of the bedroom Roof 20 zo be the responsibility of the general contractor to verify the depth of all existing footings and on each story of the dwelling, including basement and cellars and not less than 3-16d BOX ry 2-16d COMMON END NAIL disturbed by construction. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be Q interconnected and hard-wired to a commercial source. ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING W Where the building official determines that in-place soils with an allowable bearing capacity WHENEVER an alteration, addition, or conversion is made to an Existing STRUCTURAL MEMBERS DEFLECTION of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Residence, the smoke detections stem of the ENTIRE residence must be $ STUD TO STUD(NOT AT BRACED WALL PANELS) 165 COMMON y Rafters having slopes greater than 3112 with (3.5"x 0.162" 24"O.C. FACE NAIL be determined by a soils investigation. brought up to code, hard-wired and interconnected. no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX INTERSECTING WALL CORNERS AT BRACED WALL PANELS 16"O.C. FACE NAIL 0 (3-112"x 0.162" , 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content b volume and have Interior walls and partitions H/1 so 16d COMMON Z I p Y 22. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 10 BUILT-UP HEADER (3-112"x 0.162") 16"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. TABLE R302.6 L/360 5-8d BOX(2-1/2"X0.113") Q garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 Shall be Installed outside of each separate sleeping area in the immediate 11 CONTINUOUS HEADER TO STUD TOE NAIL a P P• 9 DWELLING - GARAGE SEPARATION OR 4-8d COMMON z � All other structural memebers International building code and NYS amendments. vicinity of the bedrooms. combination carbon monoxide and smoke alarms L1240 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162 ' All Concrete shall conform to the latest ACI standards. SEPARATION MATERIAL ( - ) 16' O.C. FACE NAIL 0 Z z shall be permitted in lieu of carbon monoxide alarms. Exterior walls with stucco finish H/360 _ ,� NOT LESS THAN 1/2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SD s ING WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All All CO alarms shall be connected to the lighting circuit with no intervening wall FROM THE RESIDENCE AND ATTICS EQU1lVAENT TO THE GARAGE SIDE Exterior walls-wind loads/brittle finishes L/240 13 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 6 switch with battery back-up. Battery-powered alarms are not allowed. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDws A-D2 WITH FACE NAIL ON EACH SIDE OF END Min. Fb for dimensional lumber- 850 Q W 5i FROM HABITABLE ROOMS ABOVE THE GARAGE 12-16d (3-1/2"x 0.135") P BOARD SIESMIC BRACED WALL LINE SFACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) L=span length,H=span height � U 23. WALL BRACING: Buildings shall be braced in accordance with IRC STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 8. ALL EXTERIOR LUMBER Shall be ACO requiring the following: section R602.10.4.2 Continuous sheathingmethod. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2'-INCH GYPSUM BOARD 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Q PP End conditions for braced wall lines for the continuous sheathing shall conform IRC TABLE R802.5.1(9) W J or stainless steel. to Figure R602.10.7. Braced wall panel connections GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM.GIST,BAND JOIST 3 16d BOX 3 EACH 116"O.C.FACE NAIL rn b.) Use Copper flashing Only against ACQ Lumber Sill Plates shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 1 i6"O.C.FACE NAIL V c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc I EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF < 3-16d BOX O shall be Hot-Dipped Galvanized or Stainless Steel. 24. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SLOPE SPACING 6 TOP OR BOTTOM PLATE TO STJD END NAIL i d Deck construction shall be#2 or better Southern Pine. All lumber shall be OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 /ATTACHMENT OF GYPSUM BOARD ROOF SPAN 2-16d COMMON } provided to transmit the applicable uplift forces in section R80211.1 from the SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. Q G G Pressure treated. roof assembly to the foundation. 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-1 Od BOX FACE NAIL RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON 25. Asphalt Shingles: Shall comp) with ASTM D 3462. Wind resistance of SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 11479 > 3-8d BOX Q P 9 Y NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND LATE FACE NAIL ++ halt shingles shall be tested in accordance with ASTM D 7158 anclassified 2-8d COMMON W Q 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc"shall be as and ifi p g Z installed in accordance with the manufacturers latest installation details, as per Table R905.2.4.1 of the IRC Residential Code. 3: 12 16"O.C. 5 a 10 13 Q > O Allowable Hole diagrams, specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel aluminum or Framing connectors, g p TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 J � copper roofing nails, minimum 12 gage shank with aminimum - "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi PP g g g Fastening Schedule for wood structural panels i0- ry "Parallam PSL" Design Stress: E - 2.0, Fb = 2,900 psi, Fv=290 psi 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing g p 5: 12 16"O.C. 3 5 6 8 ^ n/ W "Anthony Power Beams Design Stress; E - 2.1, Fb = 3000 psi, Fv= 300 psi and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 0- L1_ but not less than 4 per strip. Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 FLOOR FRAMING Z 0- W Z 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, Type Less than or less thaln or less than or 0 Q � Q 26. Flame Spread Index: R302.9 equal to 4 feet equal to+ 6 feet equal to 8 feet s: 12 1s"O.C. 3 4 4 5 f n each sleeping rooms in basement, habitable attics, and every sleeping room p 4-sd BOX V 21 JOIST TO SILL, TOP PLATE ORGIRDER-PER JOIST PER JOIST-TOE NAIL shall have at least ONE operable emergency escape opening as follows: wall and ceiling finishes shall have a flame spread index:5 200 1z: 12 16"O.C. 3 3 4 4 3-8d COMMON � Z Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies No 8 Wood screw �,+ Co Sill height of not more than 44 inches above finished floor. based anchor with 16 inches 10 inchtes 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON _ A. Minimum net clear opening of 5.7 square feet. & attics shall have a flame spread index 5 25 on center on ceniter on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 70d BOX 6"O.C.TOE NAIL iii P g openings 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS Z I- Q Except rade floor o enin s shall have a minimum net clear len ht 2-1 Od BOX '^ opening of 5 square feet. Smoke-developed Index: R302.10 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST EACH ENID D W W Q B. Minimum net clear opening height shall be 24 inches. wall and ceiling finishes hava a smoke-developed index 5 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON '^ ++ Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw Q x v, C. Minimum net clear opening width shall be 20 , P ' g 9 inches 4-1sd BOX &attics shall have a smoke-developed index 5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches H c / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLA;E TOE NAIL D. emergency escape and rescue openings shall be operational on center 3-16d COMMON I..I_ I.IJ CO _..I 2 inch embedment on center on center from the inside of the room without use of keys or tools. 27. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH'BEARING,FACE NAIL WHERE Basement contain more than one or more sleeping rooms, 1 /4 1.33 4-10d BOX an emergency escape opening shall be provided for EACH sleeping room. 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-1 Od BOX PER JOIST Emergancy escape and rescue opening shall open directly to the outside 1 / 6 1.20 3-16d COMMON a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. Z EXCEPTION: Grade floor or BELOW grade floor openings shall have TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES 27 BUILT-UP GIRDERS AND BEAMS 10d BOX ST O.C. FACE NAIL To TOP&BOTTOM W - _ b. Fasteners shall be installed at opposing ends of the wood structural panel. STAGGERED ON OPPOSITE SIDES W 0- a a net clear opening of not less than 5 square feet. OF FOUNDATION MATERIALS � F- -0 Fasteners shall be located a minimum of 1 inch froirn the edge of the panel. 4-16d Box � V � 9 P 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL W O IRC TABLE 802.11 3-16d COMMON 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each CLASS OF MATERIAL LOAD-BEARING PRESSURE RAFTER UPLIFT CONNECTION FROM WIND "J W � �- continuous run of treads or flight with FOUR OR MORE RISERS. Crystalline bedrock 12, c. Anchors shall penetrate through the exterior walll covering with an embedment length of Z Z J_ 0 g ry 000 psf not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING To JOIST 2-10d BOX EACH END, TOENAIL J r. Handrail Height measured above stair tread nosing, shall not be less than Sedimentary and foliated rock 4,000 psf 2-1/2 inches from the edge of builds t block or Fastener RAFTER ROOF EXPOSURE C Q Z Q � 34 inches and not more than 38inches. All Handrails shall be continuous Sandy gravel and/or gravel (GW and GP) 3,000 psf g SPACING SPAN W Q Q I'-" (0 VI the full length of the stair from a point directly above the top riser of a flight Sand, silty sand, clayey sand, silty gravel and clayey gravel (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = U W E to a point directly above the lowest riser of the flight. Handrails adjacent to (SW, SP, SM, SC, GM and GC) 2,000 psf d. Where screws are attached to masonry or masonry/stucco, they shall be attached 130 14o PARTICLE BOARD WALL SHEATHING TO FRAMING TABLE R602.3 (1) (.) W Ill- r) '+_' N a wall shall have a space of not be less than 1-1/2 inches between the wall Clay, sandy clay, silty clay, clayey silt, silt and sandy silt using vibration-resistant anchors having a minimunn ultimate withdrawal capacity of ROOF PITCH ROOF PITCH (n Z LL a) and the handrail. see IRC code for exceptions. Refer to (CL, ML, MH and CH) 1,500b psf 1,500 pounds. <5:12 z 5:12 <5:12 z 5:12 DESCRIPTION OF SPACING OF FASTENERS WCLNUMBER AND TYP W IRC Code for grip size specifications. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING a. When soil Ig�sts are required by Section R401.4, Exterior glazing in buildings located in Wood-Borne debris regions shall 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" the allowable bearing capacities of the soil shall be part of the recommendations, be protected from wind borne debris. 16"O.C. 18 1 277 259 342 3226d COMMON(SUBFLOOR WALL) above the floor or grade below shall have a railing not less than 36 inches Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8"- 1/2+' 8d COMMON(ROOF) 6" SEE NOTE A 6" in height. Railings shall have Top rails and Balusters and Bottom rails that are b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 16"O.C. 24 340 318 422 396 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed are likely to be present at the site, the allowable bearing capacity shall be Garage door lazed opening protection for mind borne debris shall meet 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" b the riser, tread and bottom rail of the guard rail at the open side of a stairway determined b a soils investigation. g g p g 16"O.C. 2a 348 358 47s 446 Y 9 P Y Y 9 ANSI/DASMA 115. Areas within hurricane prone regions; , are permitted to be of such a size that a 6 inch sphere cannot pass through. (1). within 1 mile of the coastal high water Iline were the ultimate design 16"O.C. 32 ' 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7+' Open sides of stairs with a total rise of more than 30 inches above the floor or wind speed is 130 miles per hour or greater. 16"o.c. 36 ass 438 538 547 ULI0 grade below shall have guards not less than 34 inches in height measured (2). In areas where the ultimate wind design speed is 140 MPH or greater. 5/8" GYPSUM SHEATHING 1-151s"SCREWS TYPE W or 5 7" 7" 00 H vertically from the nosing of the treads. 16"O.C. 42 535 499 664 622 33 Ir- C> O 13. FIREBLOCKING AND DRAFTSTOPPINIG: Fireblockin shall be installed in A. EXCEPTION: 16"o.C. 48 5ss 55s :74:5 s97 o Z 9 Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS N Q accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) installed per IRC R 302.12 thru R302.12.1 protection. Panels shall be precut& predrilled to cover the glazed openings Cl) lil 4---- I,-llfftv,Pt.+! ---> ; with attachment hardware provided in the table below. WALL NAIL SPACING Z Q Fireblocking materials R302.11.1 shall be as follows: ( ..m- i Label all panels and store in a clean dry area sof the house. TABLE 507.2 MINIMUM NAIL MIN WOOD WOOD STUD W U 1. Two- inch nominal lumber *N Attachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTION NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL -� tY PANEL SPAN RATING THICKNESS SPACING EDGES FIELD r "' """""' ` as follows: � 3. Batts or blankets of mineral or fibelrglas shall be permitted for compliance _^ f ;i r'd ` . A' with the 10 foot horizontal fireblockiin In walls constructed using parallel { JOIST SPAN 8d COMMON NAIL 9 9 P ,, r CONNECTION {2.5"X 0131") 1.75 INCH 24!16 1/2 16" O.C. 6" 12" rows of studs or staggered studs. *:^ r� l DETAIL <6' 6'1' TO 8' 8'1"TO 10' 10'1"TO 12' 4. cellulose insulation installed and tested in accordance with ASTM E 119 or 1/2" DIA.LAG SCREW " INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 h UL 263, for the specific applications �, J� F ! � TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 30 23" 18" 15" 4a/ + NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2"MAX. SHEATHING 14. Draftstoppping material R302.12 shall be as follows: , ++ GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Applicant shall provide engineered wood placard 1/2 DIA. THRU BOLT I� In combustible construction where there is usable space both above and �• I"' 3s° 3s° 34" zs° APPLICATON ORIENTATION TO MEMBERS SIZE OF NAEMI Pw�l • r °• ....,,.r on or adjacent to electrical meter box for field inspection. & 1/2 MAX. SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING w 7" below the concealed space of a floor- ceiling assembly, draftstops shall be � +`. +• ,..�� h.w„�„ installed so that the area of the concealled space does not exceed ''"'` ,' "'"°' Residential structures with Truss type construction, " 12'1"TO 14' 14'1 TO 16' 16'1"TO 18' CEILING EITHER DIRECTION 16"O.C. 5d COOLER NAILS Pre-Engineered Wood Construction And/or Timber Construction 1/2" 7 12 1,000 square feet. Draftstopping shall the concealed space into approximately qfor new dwelling and/or any addition,alteration WALL EITHER DIRECTION 16"O.C. $ 16 W .� equal areas.. Draftstopping shall be provided in the following locations: ++,.« s BVI-01 -N�%IIAT An'r ory a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 1/2"DIA.LAG SCREW " ++ 13" 11" 10" + ++ 1. Ceilingis suspended under floor framing. *�++,n,r*+ +:a.ati+++:++ u++a, shall be affixed on or adjacent to an electric box attached to the exterior & 1/2" MAX. SHEATHING „ CEILING EITHER DIRECTION 16"O.C.OC7 12 2. Floor framing is constructed of truss-type open-web or perforated members. ;�: -r of the structure for field inspection y '�►-1 f2"structural plywood 5/$ WALL EITHER DIRECTION 16"O.C. 7�+ 12„ sd COOLER NAILS � - . . 1/2 DIA.THRU BOLT 11-7/8"LONG 6d COATED NAILS OR 1 24" 21++ 19,E r Panel, Attached to & 1/2" MAX. SHEATHING TYPE"X" A. 4] O „ RAGE CEILING BENEATH PERPENDICULAR 16"O.C. 6° 6++ EEQUIVALANT DRYWALL SCREWS. GA Frame in accordance 5/$ SCREWS SHALL COMPLY WITH FFF- IRC SECTION R702.3.5.1 with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE RQDMS H International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLErr,, ►-y (D code: of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. b p A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ONI CENTER To ►+� GABLE END WALL FRAMING O M WINIDOW UNIT 5-D ARC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA , J H/0, WIND DESIGN SUBJECT TO DAMAGE FROM GROUND WIND WIND SIESMIC AIR MEAN SNOW SPECIAL WINTER ICE SHIELD FLOOD PLYWOOD STORM PANEL SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL LOAD (MPH) EFFECTS WIND DEBRIS CATEGORY CATAGORY WEATHERING LINE TERMITE DESIGN UNDERLAYMENT HAZARD INDEX TEMP 1 � � SHUTTER DETAIL REGION ZONE DEPTH TEMP REQUIRED t4 Q. Refer to General Notes for Panel 20 LBS 5140 NO NO NO B B SEVERE 3+_g++ MODERATE 15 YES NO 1500 or less 52. �" Fro- fastener requirements. TO HEAVY M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER JUL 1 9 2018 BLT}:I.DINO DEPT. Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) I. Simpson H2A Stud To Rafter -- TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Connector m ° i• • • ° ° fasten king stud to header with ° ee. . . . . Min.3"x 11-1/4"net header Header / 6-16d sinker nails METHOD CS-GB: TABLE R602.3(1)& Typical Metal • • • shall occur at top of wall • 'r= = — n' — —' r — •�• R602.10.3(3)GYP.BD FASTENING. WINDOW HDR a�a-' • . ° ° fasten top plate to header with W 4"OC AT THE PANEL EDGES, INCLUDING Strapping nor - I I•I ISI I. ° Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. _ •I I•I I•I TOP AND BOTTOM PLATES AND ALL at Openings 1�2 ° king stud withfastened to required per R602.3.2 graced wall line L I' HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) i 6-16d sinker nails f SCREWS(1 5/8"TYPE W OR S} continuously sheated L D with 112"wood \\Minimum 40001b header-to-jack-stud ;l I'I I•I Horizontally attached O METHOD CS-WSP: � I 'x ,° Fasten sheathing to header with 8d common nails in 3 in.grid •I I'Iplywood sheathin structural panels strap on both side of opening g pattern as shown and 3 in.o.c.in all framing(studs and sills) AS PER TABLE R602.3(3) _ opposite side of sheathing 'I 1,1 shall have Solid Blocking ° � F— EXTERIOR SHEATHING ATTACHED g 6 c Minimum 40001b header-to-jack-stud strap— Nil trap .I WITH 8d COMMON NAILS @ all Plywood Joints o �' on both side of opening opposite side of .I (0.131 X 2.5"LONG) `- sheathing , � m r, in '° Panel splice edges shall occur over AT 6"O.C.ON EDGE AND 12" O.C. o, and be nailed to common blocking U I' IN FIELD Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- 1. L 1/2"thick wood strucral panel sheathing "-p s- leg height. One row of 3"o.c.nailing W _ I I BRACED WALL PANEL INTERIOR FINISH: with 8d common nails 3"o.c,in all framingis required in each e. I'I 1' SHALL BE MIN. 1/2"GYP.BD FASTENED (studs, blocking,and sills)typical panel ed if needed p g I I I' WITH NAILS OR SCREWS IN ACCORDANCE 0/ WITH IRC TABLE .5 OR 2'to 18'(finished width) Min Double 2x4 or L.L. L1J I•I I'I i Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural -17 �l I•I I I I' TABLE R602.3(1)FOROR EXTERIOR WALL SHEATHING i per Table R602.10.5 •n — — _ a: ° Min double 2 x post W No.of jack studs per panel sheathing > �I I•I I'I I" ALL HORIZONTAL PANEL JOINTS Min.(2)2x4 typ. Table R602.7(1&2) �-+— I: SHALL OCCUR OVER AND BE q�2 Min. (2) 1J2"Diameter anchorsNAILED TO COMMON FRAMINGinstalled per section R403.1.67OR BLOCKING WITH WITH PANEL with 2'"x 2"x sectio3/16"plate washer L C14I•I I' EDGE-NAILING IN ACCORDANCE .1 INTERIOR WITH THE IRC SECTION R602.10.10 .I SPACING .I ISI I.I I. 2x4or2x6STUD WALL RIM JOIST Z r^ METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 O Q Z •I I•I 1•I 'I I I I I I• 2 X BOTTOM PLATE Sill Strapping �— •1 I•I I•I I• EDGE SPACING -6" See details on .. Attach Sheathing to Q i P Attach Sheathing d° nail sole plate Q U this page. Band or Rim joist with to joist 1perlat Band or Rim joist wi A �° to joist per TYPICAL ELEVATION at 3"o.c.Top a Sub-Floor nailing sched. IL8D common nials I, �° nailing sched. Q •,_ _ _ _ , _ _ _ �',_ _ _ SD common vials Bottom at 3"o.c.Top and i. W J WALL TO HEADER STRAPPING °: •—. Rim Joist Rim Joist Bottom °° °-• ° I/per Plans f n - FASTENING REQUIREMENTS FOR N.T.S. ° . . . ° . . . ___—Anchor Bolts and V Q Holdowns per plans BRACED WALL P AS � O Q 1 TABLE R602_3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 CC cc rQ G G V Q 1-1/4"x 20 gage G-185 1-1/4" aIV. X w W SIMPSON BSC Hot Dipped Galvanized Strap CUT g 20 gage Z > Q with (5)-8d common nails LENGTH SIMPSON H2A coil strap with (5) 8d common Q Q at each stud _J POST TO HEADER CONNECTOR Strap may be attached OVER 12 Min at each Rafter. With nails in each end at each rafter. a. re the plywood OR directly to (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter W Studs. 2 8d x 1-1/2" nails in late 4" o.c. Zone Panel Field PROVIDE STRUCTURAL RIDGES Z W Z SIMPSON ABU POST ( ) p TO CONCRETE BRACKET CLEAR (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side 0 Q � 0 " SIDE COVER 2"MINIMUM CV of Ridge to have a rn 4 TREATED POST a• r- S Schedule Dwg-1 g Q v! at DECK 2-'1/2"GALVINIZED CARRIAGE BOLTS4- 1 Simpson LSU skewablle hange C� OR SIMPSON SD STRUCTURAL CONNECTOR SCREW Use 1-1/4" Metal Q Z Q GRADE ADHESIVE ANCHORS:HIGH-STRENGTH — — ' Coil Strap 20 Gage 1-1/4" x 20 Gage Metal Coil i; U =til=lil— a = rr z F-- Q ----EPDXY ANCHORING ADHESIVE FOR =III--III " •t 12 lVlln (5) 8d common nails Strap with (5)-8d common nails W USIE WITH THREADED ROD ''=111 _ Z MECHANICAL ANCHORS;SIMPSON SII , in EACH END at in each end. catch jack studs °° �/•� WEDGE-ALL WEDGE ANCHOR 'J EACH Stud. and window or door Header. Look Out Blocks ° O X v� COVERED FRONT PORCH FOOTING: FOUNDATION-SILL-STUD 8d @ 6" oc Along Typical each side and ALL Less than Gable End Wall °° U— W m J 16"x 16"x TO VIRGIN SOIL or Equal ° (RAIN 36"BELOW GRADE) STRAPPING Braced Wall Panel windows and doors. q Applies to Garage Wall and FIGURE R602.10.8(1) to 12" Slab on Grade Construction WALL TO WALL STRAP RAFTER-TO-STUD CONNECTOR & JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUTBLOCKS P.T. POST TO CONC. PIER & FOOTING NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR NTS NTS NTS RAFTER TO RIDGE STRAP IRC 802-3.1 CONNECTION (@ COVERED PORCH NTS RAFTER FACE TYPICAL IN LIEU OF RIDGE STRAPS (� SIMPSON ABU INSTALLED IN ACCORDANCE STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NOTE; 8d COMMON NAILS ARE PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ��n/� WITH SIMPSON SPECIFICATIONS AND DRAWINGS. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION LOCATED IN THE UPPER THIRD Z U) 4 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 6 7 2-1/2 LONG 8 OF THE ATTIC SPACE AND ATTACHED — TO THE RAFTERS WITH 4-RD NAILS O EACH END Q Q ALL THRESHOLD CAREFULLY J L.t_/ W FLASHED&CAULKED TO PREVENT WATER INTRUSION COMPOSITE RAILING OT ��//�� STAGGERED I I SYSTEM.VINYL RAILING 1 v� SEE TABLE 507.2 - z FASTENERS CONTINUOUS FLASHING EXTENDED iv IN 2 ROWS PAST JOIST HANGER I I TOP AND BOTTOM RAIL i � AND COLUMN COVER AND COLUMN CAP. MEET RCNY'S QO QO QO O 5.5"MIN FOR 2X8* GALV.DECK HANGER FOR CODE SIMPSON LUS26 6 COMPOSITE OR 6.5"MIN FOR 2X10 @ 2XPRESSURE TREATED I I 5"MAX @ @ O O 7.5"MIN FOR 2X12 SIMPSON LUS28 @ 2X810 WOOD DECKIN X 4 TREATED POSTS LAG BOLTED TO JOIST 2X P.T.LEDGER; MUST BE GREATER THAN AS PER MANUFACTURES SPECIFICATIONS. 2"MIN OR EQUAL TO DEPTH OF DECK JOIST AND O 1/2"DIA. GALV BOLTS W/ LAG SCREW ORTHRU-BOLT NO GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS I LOCK WASHERS. 0 LEDGER BOARD 3/4"MIN ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED iv= GALV LAG SCREWS PER IRC TABLE R507.2 AND ','I O 2x RIM JOIST 0 O PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) O Z see Schedule on DWG-1 Cy PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS "' tip of lag screw shall fully extend beyond SIMPSON H2.5 AT Q the inside face of the band joist. d EACH JOIST Lu PER FIGURE R507.2.10) OF 2015 IRC CODE ^, ;3" SIMPSON DTTiZ W/(6)10D X 1-1/2" W U) J '� NAILS @ MIN.OF 4 LOCATIONS SIMPSON BC + Z > Q Distance can be reduced to 4.5" SPACED EQUALLY. TWO WITHIN 24" Lu U if la screws are used or bolt OF EACH END OF DECK: POST GIRDER spacing is reduced to that of MIN THREAD ALLOWABLE LOAD:910LBS. CONNECTOR lag screws to attach 2x8 PENTRATION ledgers to 2x8 band joists (1/2" 3/8"DIA. LAG SCREW PREDRILLED TO CENTER OF TOP PLATE,STUD R507 EXTERIOR DECKS stacked washers not permitted) OR HEADER H 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS N Ha � c M O � x � N CZ r�?'VRL,D A a� ¢� J H/G %� o i -Ys 90A •� F N �4 LL LU OUB J 0QQ 4'-0" I m 20'-1" W rp 3 W I 4'-0" CS-WSP I CS-WSP O BRACING METHOD a E fill IRC BRACED WALL PANEL I ® CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-A 1-B WOOD STRUCTURAL PANEL (h i 1 DETAIL 41 ON DWG-2 BWL 1-A U �•J TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP W BRACE WALL LINE SPACING(FT) 20.1 15.75 15.75 BRACED WALL NOTES: M REFER TO DETAILS ON DWG;-2 I r+ - TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH (inches) 24" 24" 30" FOR HOLDOWNS, STRAPPING,BRACED i WALL DIAGRAMS AND DWG-1 W TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5 4.5 4.5 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 2 Page 181 WIND ADJUSMENT FACTORS a,b,c SECTIONS OF WALL WITH . VERTICAL CK TABLE R602.10.3 ) ( g OR HORIZONTAL OFFSETS. LLT 1. EXPOSURE CATEGORY 1 1 1 `r' ' z 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH I Q 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 I z v� � ) 3. WALL HEIGHT 1 1 1 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. _ 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL ( O z 4. NUMBER OF BWL PER DIRECTION 1 1 1 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. z 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH RESULT REQUIRED BRACED WALL LENGTH(FT) 5 4.5 4.5 END OF A BRACED WALL LIN4E BWL 1-B 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL __ __ _ _ ___ _________ _ ___ _ __ __ _ _____ PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE - TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) a - � - - - � - - R602.10.2.2 PER PLAN BRACING LENGTH PROVIDED (FT) 8 8 7.75 (2)1-3/4"x11-1/4"LVL W J �— U COMPLIANCE YES/NO Y Y Y CS-WSP I CS-WSP Q L Q F--- a Linear interpolation shall be permitted ' � O b.The total adjustment factor is the product of all applicable adjustment factors. L . c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines 3 provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 3'9 ABBREVIATIONS; BWL=BRACED WALL LINE, 4'-0" I 20'-1" BW=BRACED WALL, Q CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL Q CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I I W 1 ST FLOOR WALL BRACING PLAN Q SCALE: 3/16"= V-0" 0 t.[_ z °- � z O 241-111 60'-011+ Q f- O 8'-0" 8'-0" Q (D 48" WOOD STEPS Q --------- F- Q U ---------- _ U) W < OXry _ LL W M _J TYPICAL RAILING E.0 2x4 TOP RAIL pE [2 2x2 BALUSTERS @ 4" oc (D C L =, o �0 s � 2x4 BOTTOM RAIL _� E `: N ° ° U 0� (6 �� Q U f6+N' T A 4x4 POSTS @ 5'0" oc. N occZa ° a� W = fom 1 y0^O 0FV U 0 N U O 1 G U O Y m O d) N Y N Y 1 C z. 0 >� 1 O m C O fa'tn :2 CU C.o3 oacc? 0)i� m 1 w 0 0 C 0 o n 0 m o i aC m�o `0 3 `o OII' ,c cmE 1 " w CO OC'�-0 2 C N 0.�C N V) (U _C Q 0 C 0 C 0 O c L. E 0 o a 2 -E f0 '- M_ En-O C V C Jr -- - F-- U in co 5- H m E O_.0 D O- 1 m n.E m my C" 0 �� U , 2-2X8 co O U ; U = O 1 1 O31/11 I H C/) ; w 00 V) U) W ; cO 00 ryO ') N W o f- INSULATED SOLID CORE O Z co ' ' ; STEEL DOOR,SOLID WOOD co N LL 0 Q ; 1 1 1 DOOR(MIN. 1-3/8"THICK)OR Q Z —I 1 1 1 20-MINUTE FIRE RATED DOOR. Q _ J J ; EACH WEATHER STRIPPED W LL! N 00 w O , 1 1 1_ W/SELF CLOSING DEVICE. W U) J N N UIt X 1 i I I M W W Z > Q X N 1 1 I I � x vJ 2x10 RIDGE �' 1 1 1 +1 1 I - - - - - - - - - - - - - - - - - - - - N � 1 MODULAR HOUSE '� N 00 REFER TO APPROVED GARAGE DWELLING GARAGE O � = MODULAR PLANS SEPARATION IN ; CO r h ACCORDANCE WITH 1 IRC TABLE R302.6 ---__ SEE_DWG_1 FOR TABLE ________ _____ ---------- x _____ cn INSULATE WALLS ; (q W o N COMMON WITH LIVING <Y _ lcy AREA ; W 0 I— ' LL a � < Z J c` 1 W (.5' 40 1 00 X M (2) 1-3/4"x11-7/8" LVL N N H °� .'.-, M �J -- � M O -- 16'-0" � U 1 A . +yC-D�"RC 414" 16'-0" 3'-10" s ' 24'-1" 60'-0"± ,, f a 1 ST FLOOR PLAN FIRE BLOCKING SHALL BE INSTALLED SCALE: 1/4" = 1'-0" IN ACCORDANCE WITH IRC R302.11 OF NE THRU R302.11.2 AND DRAFTSTOPPING PER R302.12 THRU R302.12.1 r , W U W D _ Q 241-111 60'-0" W ry 0 z Q 16-0" z co BILCO OUTSIDE 7'-0" 7'-0" O z BASEMENT ENTRANCE 1'-0" �- J z Provide 8" concrete walls and 16"x8" 1'_0„ footing to virgin soil, Wood Stair TYP DECK SEE DETAIL ONG-2 FOOTING D_ and Bilco doors system installed Q ry � as per manufacturers requirements. _ _ _ _ _ - - _ _ _ _ _ _ Q concrete dimensions for bilco shall 2'-s" 5'-4" r ---• - rl CD W J - I ' 2-2x10 P.T. GIRDER ' ' be verified in field by Contractor o _ — _ — _ o o (D I— prior to pouring. �"- bulkhead enclosures shall conform I v I to the Emergency escape and rescue doors as per IRC R310.3 - R310.6 •-----------------• I O I 1 e Q, I co I 1 Q � 1 A I 1 I I I ' 1---------1 ' CO N z > < � � 1 G .-------- ---- I Y Q 0 o I 1 1 4'-6" i ___4'-0"___ ' i ib DECK LATERAL HOILDOWNS I w I r zo AND TWO PACEDIUj ONE WITHIN 24"OF:EUALLYACH I I Z L.1. EQUALLY ALONG DECK-REFfER TO I N I 1_L W DETAILS ON DWG 2! P.DECK LEDGER O t� �— O I rE DET. ON DWG-2 I - �- ' I ------ ---------------------�----- ---- -------------------------- - -- --0 - _ vJ 3'-3"x 1'-0" 11 ' •--------------------------------------------f-------------------- - --�F - --------- ------------------------- - c� 3 0 --------------------------------------------------------------- -------------------------- -- �---------------------------------------- --------------------- ---• 1 — 1 w �C I 1 1 BO 1 I 8" 23'-5" g„ F 58'-8" H zory I.LWOOJ I O 8 W � U � ' W DROP TOP OF CONCRETE UNFIN. BASEMENT O iv AS REQUIRED POR ; 4" CAST-IN-PLACE CONCRETE O I 1 SWING DOOR,SEE PLAN SLAB INSTALLED IN O 11II1 1111I 1Ii1 - I'II 1;, r I11I MI1I •�c—�,L.�m•- aN 2SQ—. FOR SIZE ACCORDANCE WITH IRC _j o c° 0 SECTION R506 LL � E E O L? x E 9'-99' "N -9" 9'-99'-99-99'-11" me C - U 5Qf07 LNOm � O UNEXCAVATED 0 0 0 I I a`�+•m� IiII I'iII TYPICAL GARAGE SLAB 1•__ ____•1 1a____-__•1 ---°---°-°-°-°-°-°-° i i rrUcC 7 I Beam Pocket �tyP) --- --- Beam Pock �tYP) aw r4" CAST-IN-PLACE SLAB I (3) 1-314"x11-7/8" LVL _ W/6X6 W4.0 X W4.0 WWM ' q'd steel shim o � 0 � ��C-•oO� ° — - - - - - - - - - - — - — - — - — - Sreq0- PITCH >ym3-.'� PI CH SLAB-1/4"FT TO N m ro N rL M Zo • i EO = �o oTYPICAL INT.FOOTING/COL DID 0 WOOD STAIR CASE m0 ------ - Cnm30"x 30„x 12”THICK STAIRCASE FROM FLOOR o ECAST-IN-PLACE CONCRET TO CEILING. TREATED SHOE WITH HANDRAIL ON n- 3C- ``O°CN0' o n FOOTING&4"DIA STEEL PLATE AND GYP.WALL BD ONE SIDE U) ' I I I I COLUMN INSIDE FACE OF WALL MIN. I ATTACH RAILINGS. HANDRAILS `- VERIFY EXACT O ; W 1; 34"-38"ABOVE NOSING. ----- __ -�_� DROP TOP OF CONCRETE , , Of - I _ __ STAIR LOCATION O (0 _ AS REQUIRED FOR ; UNDER STAIR PROTECTION: N I GARAGE DOOR,SEE PLAN 1 1 R302.7 1.2"GYP BD SHALL ----- ------ WITH MODULAR I FOR GARAGE DOOR SIZE ; BE APPLIED TO UNDER .___ _ LAYOUT STAIR SURFACES. -' CD ; W � ' S W UP 6"X 16"CONCRETE PIERS N W F- _ TWO SPACED EQUALLY ' ' oBO O Z ` - - ---------- ------------------- ------1---------------------- z , , 00 --------------------------------------------L--- -- `-------------------------------------------------- ----- -------------------------- ------------------------------- --------------------------------------- ------ I W W W — J 1 1 ' z W U ` ----- U) I 1 \ 4'-1'/z' 16'-3" 3'-8'/z' 24'-1" 60'-0" SEE MODULAR HOUSE PLANS N 841-111 Ls-+ � U r o FOUNDATION PLAN H °� SCALE: 114" = 1'-0" M TYPICAL FOUNDATION - 8'-0" HIGH REFER TO THE NYS APPROVED MODULAR PLANS FOR: 7; to o IN ACCORDANCE WITH IRC CHAPTER 4 SHEAR WALL COMNECTORS, HOLDOWNS, CC-)TABLE R404.1.2(8): STRAPPING ETC. �/ o M03 8" CAST-IN-PLACE WALL V) ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, TYPICAL ANCHOR BOLT - IRC R403.1.6 2 x 6 ACQ SILL PLATE, COPPER TERMITE MAXIMUM SPACING: 1/2" @ 72" O.C. haw D AR h, SHIELD, EXTERIOR DAMP-PROOFING, ALL EMBEDMENT OF 7"' WITH NUT & WASHER. FOUNDATION FOOTINGS TO EXTEND TO 2 BOLTS PER PLATE AND HOLD AT LEAST 4� VIRGIN SOIL & BE FULL HEIGHT OR STEP ONE BOLT - 12" MAX AND 3-1/2" MIN OFF firrI * "7 FOOTINGS 1V TO 2H . ENDS OF PLATES. �.yqj, 019D� yp�` 107 th, W CONT. RIDGE VENT I-- O I— ASPHALT SHINGLES U GUTTERS & LEADERS W AS REQUIRED 0 TYPICAL Tod of Plate Tod f Plate W EXISTING MODULAR DWELLING W ® � 0 NEW BILCO DOOR o o z BO ! BO Q 4" reinforced I _ z U) PC Pad on grade O z >_ (maximum one Riser) Top ofo Fun ation _ Q z — _ — Top of Fou dation I— FINISHED GRADE Q D I I I I I I I I I W J I I I I I GARAGE ADDITION I I BO (D 0 I I I EXISTING MODULAR DWELLING I I Q I I I I I I I W 4 < I I I I I I I I I - — ' - - - - — - -' C - - - - - - - - - — - - - — - - - - - — - - - �� Top of Footing �� — — — — — — ' — — — — — — — — — — — — — — — — — — — — — — — — ' Top of noting W Q � REAR ELEVATION LEFT ELEVATION 0- p W SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" z °- W z 0 < I _ Q R905.1.2 ICESELF-ADHERED PORLYMER MODIFIED Q Z U BITUMEN SHEET USED IN PLACE OF z Q NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF CONT. RIDGE VENT _ W ALL ROOF SURFACES TO A POINT NOT 0X LESS THAN 24 INCHES INSIDE THE MM EXTERIOR WALL LINE OF THE BUILDING, LL W W J ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALL ALSO BE ASPHALT SHINGLES APPLIED NOT LESS THAN 36"MEASURED ALONG R802.3.2 COLLAR TIES THE ROOF SLOPE FROM THE EAVE EDGE OF THE SHALL BE NAILED with 4-10d BUILDINGE o u-ANCE 0c .'L2 CONTINUOUS RIDGE VENT BOX NAILS IN WITH FASTENING SCHEDULE m EDULE GUTTERS & LEADERS - 'E RAFTRIDGE BOARD OINTE ONNECTIONIST HEEL AS REQUIRED .- E SHALL BE NAILED TYPICAL = r c mr a u y m ca c TOGETHER IN ACCORDANCE _T_o f_Plate 0— 0 0 a o L_ o m 12 WITH TABLE R802.5.1(9) TYPICAL ROOF CONSTRUCTION - ---. - - - - - o (SEE DWG-1 FOR TABLE) c o c o ` ' ` WITH SIMPSON H2A AT EACH Class A Asphalt Roof Shingles w/ �' ° N 11 a(� �Y N� N �-205 N� 6 2x4 CT @ 48 cc AFTER TO STUD. aci c o m a o c c fasteners per manufacturers specification $ °,s y o 3 s 3 0 3 UNINHABITABLE ATTIC . �d r_ cci a °c and IRC 2015 'Z5N y .6 D= Ice & Water barrier as per IRC section R905.1.2 o Lo' _ N ` 3 0 E N" WITHOUT STORAGE u' u o Framing As per plans with 1/2" exterior grade o To o Plate span rated structural plywood Sheathing, CD � - - - EZ2' c" � � t— E �� cn Nail to framing in accordance Fastener N ¢ _ 0 ® ® - Schedules & Strapping per detail sheet(s). -' �. �ID � �� is � � E a=_o a o Flashing per IRC R905.2.8 _J�opjf Foundation % - — IT TYPICAL SOFFIT CONSTRUCTION. 2 CAR GARAGE 9 12" overhangs-typical ..y .; :...__.._...�..�_ w . . .. , .._...,_.,. _., .m .............. �. ..��.... .� .. �..a BO 6" Wood fascia & 6" Wood rake boards. FINISHED GRADE Trim in aluminum or use "azek" or equal _ I I o UJ Metal drip edge per IRC R905.2.8.5 9 I I w BO Tom ~O Fully Vented Vinyl Soffits GARAGE ADDITION EXISTING MODULAR DWELLING r- z - Foundation N 4, TYP.GARAGE SLAB U) PITCH TO DOORS TYPICAL EXTERIOR WALL I p 7 "2 x 4 Doug-Fir Wood Studs @ 16oc. . w Double top Plate and Single Sole Plate. To fFooting , - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - z > Q 1/2" exterior Grade - Span Rated _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z _ _ _ _ _ _ _ _ _ _ - w v o Continuous Structural plywood Sheathing.zo -' a: Fastened per Fastener schedule. FOUNDATION PLAN o. tyvec House Wrap or equal. Vinyl or Wood Siding as per clients selection SCALE: 1/4" = 1'-0" H installed per manuf specs and IRC code. Top_ Ling Cont, load path strapping installed in accordance - with drawings. Provide Fire Blocking in accordance with IRC R302.11 & R302.11.1 and ~ Draftstopping per R302.12 & R302.12.1 SECT1011KNI - A TYPICAL FOUNDATION CONSTRUCTION SCALE: 1 /4" = 1 -0�� in accordance with chapter 4 a 3000 psi Air Entrained cast-in-place concrete U .- wall on cast-in-place Concrete Wall Footing per o R403. W ¢ 7 c 2x4 approved treated Sill Plate, Sill Seal And Termite shield per Section R318. Anchor bolts per Foundation Plan M . and R403.1.6 o r i3 �n 0 1'cG'� Q@