The URL can be used to link to this page

Home My WebLink About41169-Z 0 FYi21^:L� Town of Southold 8/7/2019 P.O.Box 1179 0 y ze 53095 Main Rd *y s' p� fy' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40596 Date: 8/7/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 240 Bittersweet Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-2-7.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2016 pursuant to which Building Permit No. 41169 dated 11/17/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front porch,rear covered porch, rear screened porch, outdoor shower and attached two car garage as applied for. The certificate is issued to Grady,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0061 5/6/2017 ELECTRICAL CERTIFICATE NO. 41169 5/17/2017 PLUMBERS CERTIFICATION DATED 8/11/2017 fi qkad Piecu Fj LZ O o ' e Signature �gUFFoI,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT, ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41169 Date: 11/17/2016 Permission is hereby granted to: Grady, Patricia 39 Foxhurst Ln Manhasset, NY 11030 To: construct a new single family dwelling as applied for per SCHD. At premises located at: 240 Bittersweet Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-2-7.7 Pursuant to application dated 10/27/2016 and approved by the Building Inspector. To expire on 5/19/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,250.80 C W DW ING $50.00 Total: $2,300.80 f' Building Inspector 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 l%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 I. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: -Z41 1 1�j2S�11�►�- l✓ House NoPh Street Hamlet Owner or Owners of Property: C1 4 4 1LG /0 G Suffolk County Tax Map No 1000,Section14 Block Lot Subdivision 11 N//JJ Filed Map. Lot: Permit No. LI "1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: the o e) Fee Submitted: $ plica Signat re ®��pF SOU�'y®C � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �9z roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Grady Address: 240 Bittersweet Lane City: Cutchogue St: New York Zip: 11935 Budding Permit#: 41169 Section: 104 Block- 2 Lot: 7.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat 2-gas Duplec Recpt 74 Ceding Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 14 Wall Fixtures Smoke Detectors 8 Main Panel 2-150A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 20A Emergency Fixture Time Clocks 2-150 Disconnect A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4- Exhaust Fans - 1- 40A Steam Generator, 10- ARC Fault Circuit, 1- Range Hood. Notes: Inspector Signature: Date: May 17, 2017 0-Cert Electrical Compliance Form.xls h®�*pf SO!/T�OI� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax.(631)765-9502 P.O. Box 1179 z Southold,NY 11971-0959 ® �O 1�00UM`I,�� [ECROVE BUILDING DEPARTMENT D TOWN OF SOU THOLD - AUG 1 1 2017 BUMDING DEP'. TO"OFSOU HOLD CERTIFICATION Date: Building Permit No. '-Ili(o Owner: M(- ro PG"'17f 1 C:1 R lA (Please print) Plumber:- Rraj - pietut-A - - - - - - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. c II I (Plumbers Signature) Sworn to before me this 6 L day of 20j -7_ Notary Publi61/T ( ' County CONNIE D.BUNCH Notary Public,State of Now York No.01 BU81®5050 Qualified In Suffolk County Commission Expires April 14,2-tL,4Z0 SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON , [ ] FOUNDATION 1ST C ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: imwet pljm6lxp\ 0 0 fl& QK/&SL fAWn; 3r-WWI' "s' a-S44PAO no fv• .I.O1rs fS NrQ/ .. DATE 6 INSPECTOR 5f so gum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ccq DATE - INSPECTOR HIM OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (� r 1 DATE INSPECTOR OF SOpryo� TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND _ [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [MELECTRICAL (FINAL) REMARKS: DATE 411 1`7 INSPECTOR RC IT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Boa 933•Cutchoguc, NY 11935 631.734.4185 v%vw rnksarchitcct.corn May 10,2017 Southold Town Building Department Main Road Southold,New York 11971 Re: Grady Residence 240 Bittersweeet Lane Cutchogue,New York Permit#41169 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the insulation and fire caulking installations and to the best of my knowledge,this work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, 4 pg � OF Mark Schwartz D MAY 1 1 2017 BUILDING DEPT. TOWN OF SOUTHOLD s� IA Membei American 1nsmule of Arduteclure RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 IMain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcct.com August 01,2019 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Grady Residence 240 Bittersweeet Lane Cutchogue,New York Permit#41169 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the footings,foundation walls,rebar,damproofing and footing depths. These installations,to the best of my knowledge,have been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz U:73 V Fnil y AUG - 1 2019 AA Member Ainenca,Institute of Architecture Horne Energy Rating certificate Property HERS JNS Construction Rating Type: Confirmed Certified Energy Rater. Robert B Delfino JNS Construction Rating Date: 05-02-17 Rating Number: 1796 240 Bittersweet Lane Registry ID: 474626529 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 49 Efficient Home Comparison: 51% Better Heating 73.8 $2716 51% General Information Cooling 2.2 $133 3% Conditioned Area 5227 sq. ft. House Type Single-family detached Hot Water 11.6 $425 8% Conditioned Volume 53888 cubic ft. Foundation Conditioned basement Lights/Appliances 37.5 $1986 37% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $65 1% Mechanical Systems Features Total 125.1 $5325 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Criteria Water Heating: Instant water heater, Propane,0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the follovnng: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 120 cfm,23.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool-Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-50.4 Vaulted Ceiling R-40.0 Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-20.1 ration 4Fuelropane 1468 Clg: 1468 CFM50 Foundation Walls R-13.0 eer do test Robert 3 Delfino 6ange/Oven 4a) Energy Testing Services LLC Lights and Appliance Features I 1648 Locust Ave Percent Interior Lighting 100.00 Bohemia N.Y.11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator(kWh/yr) 745 Clothes Dryer CEF 2.32 Certification#2652967 Dishwasher(kWh/yr) 275 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. JNSCONTRACTING r ENERGY EFFICIENCY CERTIFICATE Address: X40 City:�17 1G64c�GvF_ State: Zip Code: ILL j 3f N v cu RESIDENTIAL COMPLIANCE PATH J (Only one shall apply) U Prescriptive R ❑ Prescriptive U ❑ Prescriptive UA -o Performance ❑ ERI ❑ Index: COMPONENT VALUES c�1 i Ceiling R or U-value: Q O +o Wood Frame Wall or U-value: 2?-0 o Mass Wall R or U-value: Floor R or U-value: R 51 a Basement Wa/J R-value: S-13 Slab R-value: �1 _ Depth: C: CU CnrM Space R-value: Fenestration LI-Factor: D•3Z SHGC: a•Z� Y Skylight LI-Factor: 'y[q- a; CU Ducts Outside of Thermal Envelope R-value:Supply R-8 ER Other R-6 ❑ Building Envelope Air Leakage: 3 Air Changes per Hour N Duct System Air Leakage: y"yo CFM per 100ft2 Y J c Rough-In Testing: ❑ Post Construction Testing:(• o i Ln Heating System Efficiency: �Z (3 4) Cooling System Efficiency: F Water Heating Efficiency: 5 8 Gas Fired Unvented I< o Y Room Heater: ❑ Electric Furnace: ❑ `o Z Baseboard Electric Heat ❑ v L This Certificate is upon 2015 International Energy s `o Conservation Code and the 2015 International Residential Code. T Lv m This Certificate shall be posted on or in the electrical distribution panel o U 256 ROUTE 25 A WADING RIVER, NY 11792 - P 631.929.5500 F 631.929.5501 i W JNSCONTRACTING.COM Energy Testing Services 2017 Combustion Safety Testing Form Certified Home Address: 240 Bittersweet Lane City: Cutchogue Builder Name: JNS Constuction Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement ((Ise additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 5-2-17 Outdoors Temp During Test: 68 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No LLJ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System] Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat PumpE[Other❑ I z Venting Type 3 Drat Spillage Sin Ila-e CO CO Efficiency Fuel Type Circle Type) Pascal (Worst Case (Natural) orst Case (Natural) Rating:92 N❑PZ O❑E❑ N❑Nplvl❑s]2 NSA Pa. Pass❑✓ Fail❑ PassElFail❑ NSA PPM N/A PPM Yes 0 Tvpe: Standard Tank❑.Indirect Tankless 0 Size: Style Common VentEJ Water Heater Primary: No Instantaneous Commercial SeeNote5below (Gallons 4 Il ❑ ( ) ) Stand Alone ❑✓ s z Venting Type 3 Dia Spillage Spillage(Natural) CO CO Efficiency Fuel Type t(Circle Type) (Pascal). (Worse Case) (Worse Case) (Natural) EF: 95 N❑PZ O aE_o N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Oven. Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 28 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 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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" ommercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 t-sj Water Heater T is"Co mercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: 4Rej B Delfino Rater Number: 2652967 -2-17 Rater Signature: Date: 5 Energy Testing Services 2017 Combustion Safety Testing Form Certified Home Address: 240 Bittersweet Lane City: Cutchogue Builder Name: JNS Constuction Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 5-2-17 Outdoors Temp During Test: 68 of CAZDepressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: Nip` pa. CAZ Ambient CO: 0 PPM Test Pressure: Nip` pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑ Net Change: NSA pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating_ System Primary: Yes 2 No❑ Tyne: Furnace Q Boiler❑Heat Pump Q Other❑ 1 i Venting Tyne 3 Drat Sin haze Sin Mase CO CO Efficiency Fuel Tvpe Circle Type) ascal) (Worst Case (Natural) orst Case atural Rating:92 N❑P❑✓ O❑E❑ N❑x❑M❑S_o NSA Pa. Pass❑✓ Fail❑ PassZFa11❑ NSA PPM NSA PPM Yes ❑✓ Tyne: Standard Tank aIndirect Tankless ❑✓ Size: Style Common Vent Water Heater Primary: No n Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ❑✓ s z Venting Tyne 3 DraftSpillage Spillage(Natural) CO CO E rcienc Fuel Tvpe - Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: NP[— O❑E❑_ N (❑M❑S❑ Pa. Pass❑Fail❑ I Pass❑Fail,❑ PPM I PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 28 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 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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: Rob( B Delfino Rater Number: 2652967 Rater Signature: Date: 5-2-17 Home Energy Radng Certificate Property HERS JNS Construction Rating Type: Confirmed Certified Energy Rater: Robert B Delfino JNS Construction Rating Date: 05-02-17 Rating Number: 1796 240 Bittersweet Lane Registry ID: 474626529 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 49 Efficient Home Comparison: 51% Better Heating 73.8 $2716 51% General information Cooling 2.2 $133 3% Conditioned Area 5227 sq. ft. House Type Single-family detached Hot Water 11.6 $425 8% Conditioned Volume 53888 cubic ft. Foundation Conditioned basement Lights/Appliances 37.5 $1986 37% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $65 1% Mechanical Systems Features Total 125.1 $5325 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Crlterla Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 120 cfm, 23.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-50.4 Vaulted Ceiling R-40.0 Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-20.1 Infiltration Rate Htg: 1468 Clg: 1468 CFM50 Foundation Walls R-13.0 Method Blower door test Robert B Delfino Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia N.Y.11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator(kWh/yr) 745 Clothes Dryer CEF 2.32 Certification #2652967 IDD Dishwasher (kWh/yr) 275 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater:"--,) REWRate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. D ENERGY �Y TESTING Zp}� SERVICES, LLC "The Best Energy is Saved Energy" 7 * y TOWN OF SOVMOLD 1648-A Locust Ave.,Bohemia,N.Y.11716 (631)244-2627 Fax(631)244-2629 www.etslllc.com May 3, 2017 JNS Contracting, LLC P.O. Box 385 Wading River, NY 11792 Re: 240.13ittersweet La. Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by JNS Contracting, LLC to perform a Blower Door Test at the above said residence. Robert B. Delfino, HERS Rater License BER-0198 performed above said test and found that the above residence has satisfied the NY State requirement 7 air changes per hour with the results of the Blower Door at 2.32 air changes per hour which more'than passes the requirement. If there is any further information that you need, please do not hesitate to contact us. T n ou lRo bert B. Dino Rater - Notary Public,State of Kew Y0* No.01 PE6015268 Qualified in Suffolk County Commission Expires October 2B,20 i$ Builders' & Homeowners'Certified Source for: Home Energy Rating Service(HERS)-Manual J&D—Infrared Imaging—Certified Home Performance Energy Audits All designed to improve home comfort,durability,health&safety and to reduce homeowners'energy costs. FIELD INSPECTIONREPORA • FOUNDATION (1STa. FOUNDATION (21 171 71 i ";mIt'WJI � l I o . ...� •ROUGt Will . � y ' tv711mM I � it <! 2 ENERGYINSULATION PER N.Y. . 1 — j 1w PrEil�! tl Tm aiFA A ' � �all- ADDITIONAL COMMENTS • ,. .� ,WE morM ,�rh)� 1 r_!' ' v_ ' ; TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application � Flood Permit Examined ,20 ((v— Single&Separate DStorm-Water Assessment Form OCT 2 7 2016 Contact: Approved 2 Mail to: Disapproved a/c WING . / S Phone: l Expiration 514—,20 i ding Insp or APPLICATION FOR BU LDING PERMIT Date ® , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, e gineer, general contractor, electrician, plumber or builder Name of owner of premises C 14&r2L 6k�WY (As on the tax eoll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done House Number Street Hamlet 7 County Tax Map No. 1000 Section ® BlockLot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premis s and intended use and occupancy of proposed construction: a. Existing use and occupancy ' `1V b. Intended use and occupancy t 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition—' Other Work (Description) 4. Estimated Cost e8;1>:. 60 paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling u> talon each floor If garage, number of cars 1 ' , b,� —I��) k 6. If business, orn ercial or mixed oc upancy, specify6 nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front `''-`�t,ki i y; Rf� l �M1 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height _ ,,Nmber of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P`+�yo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. X16 5 SFJ 7j,�.5' Name of Architect r Address Phone No 771 24� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BQUIRED. 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 //t * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF i Zbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contra t) above named, (S)He is the ( ontractor,Age t, Corpo ate 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 ) Sfi day of NOy(fMkWA 20_ i, �.�f Notary Publi TRACEY L. DWYER Signature of Appli a NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2015 Scott A. Russell J�-�S� � STORMWA\T]EIK SUPERVISOR MA\ISA\(Gr]El��/lC]E�7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEw YORK 11971 �O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET -NOV 0 2 2016 ( TO BE COMPLETED BY THE APPLICANT) DOES B'I-IIS PROJECT INVOLVE ANY O)F THE 1FOLd,OtRNING: Yes o (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more 011 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_ z ❑[✓I C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0[2"'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑dE. Site preparation within the one-hundred-year f loodplain as depicted -- on--FJRM-Mag-o-f--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 Tag 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: (Prperty Owner,Desigy Professional,Agent,Contractor,Other) S.C.T.M. # 1000 Date: ( '' Dut�rrytct � NAME- \U w �- L , 2- ld Z (� PrnU Section Block Lot (Sigrwurc) -e:R:c: L FOR BUILDING DEPARTMENT USE ONLY 'f"` Contact Information - - — — — — — — — —Tem - - — — — Reviewed By: aT Property Address/Location of Construction Work- — — — — — _ — — Date: /U_,2_�_1& — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cy Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANTS.C.T.M,#: I000 (Property Owner,Design Professional,A ent,Contractor,Other) Z— bastlFrQ/r CHAPTER ER 236 r NAME C Z- -Section 0ek -ALAF `i Stormwater Management Control Plan CHECK LIST ,o I S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: :k The applicant must provide a Complete Explanation and/or Reason for not providing 'pan„� `� �7 ��O O1 �'�� all Information that has been Required by the following Checklist! •,,,�, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YENO If You answered No or NA to any Item, Please Provide Justification Here! show all of the following itelns: S NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-I7(C)(2). d, Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site Unimum 2'Intervals) V pn,aAmY CO LS SF g. Location of all existing& proposed structures, roads, it not bg Vimite to: driveways, sidewalks, drainage improvements & utilities. $Ihail in action En raMp h. Spot Grades & Finish Floor Elevations for all existing& p,we ma abilizatlan proposed structures. wire Bac a ctive 50115, I. Location of proposed Swimming Pool and discharge ring. V Seeding of ex j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). „g,;,.n."`' U 2016 E9 M. Location of all proposed erosion&sediment control measures. T Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate DRAINAUE INSPECTIONS ARE REQUIREDIULDING D P';I,'. on-site the run-off from all impervious surfaces generated by a two(2')inch Lontact rOS Engineerin at 765- S®t7TH®I,I9 rainfall/storm event. Bac fill, OR Provide Engineers 3, Details&Sectional Drawings for Stormwater practices are required for approval. that the drainage Items requiring details shall include but not be limited to: ' a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d, Leaching Structul-es (e.g. infiltration basins,swales,etc.) I EPAI ' 'Iw 5E ONLY l Additional Information is Required. Approved By' Reviewed & 1 Stormwater Management Control Plan is Not Complete. - - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Complete. Date - -3- /(10 1 IM SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 *pF SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N �c ax(631)765- 5Q2 P.O.Box 1179 G ® iQ roger.richert(cy_town.sout olld.ny.us Southold,NY 11971-0959 'O couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: c<.,� �c� �� _ Date: Company Name: Name: n License No.: 570 5- `l- MCI - Address: Qp �� 8 S ko r'— a v4-1 YV Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: til . C � *Cross Street: *Phone No.: C3 I_ DL-S--13_-'� Permit No.: Lk\�bo1 Tax-Map District: 1000 . Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) !L rI) )r\-o v 0,-e LIJ W, on _ 0-3 C904F U-6 , (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES -NO Temp Information l *Service Size: 1 Phase 3Ph 150 200 300 350 400 Other, *New Service: Re-connectUnder rouNumber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 �6 82-Request for Inspection FormC`' �� Q��FCOLx�PG Town Hall Annex ;•, Telephone(631-1802 54375 Main Road = Fax(631)734-9502 P.O. Box 1179 � Y y Southold, NY 11971-0959 Q Pri -v BUILDING D. PARTIVIENT NOTICE OF UTILIZATION-OF TRUSS TYPE CONSTRUdTCON PRE-ENGINEERED WOOD CONSTRUCTION ANWOR-T[MBER CONSTRUCTION Date: Owner._ d Location of Property: Please take notice that the (cheek ap lNk icblline): New residentialtniciureu- Addition to eAsting'_residential structure A Rehabilitation tvawexis#i>rig.resi-dential straefure ;1•, s to be constructed or performed at tfie''St -L-rf` e`;�'tMrre above will utilize r (check applicable line): - _ Truss type constrc' -(wry, .3 ?• .i; ' r Pre-engineeredreiQdi[isruot ' e _ Timber construction in the following location(s) (check applicable line): - Floor framing, indudirig,giider ;arid,[��a ns(E}.. Roof-framing(R)' -Floor and roof fram" g-(FP%); - _ Signature: ' Name (person subittiVg :$ f©ss ): �� L✓��;/1 Capacity (check applicable line): Owner - - Owner representative TrussResReg15.docx Effective 1/1/2015 REVISIONS: BITTERSWEET LAN E N 66022 '50!t E 320.GO' CQ_"2� ,230' LIMITS OF CLEARING o DRIVEWAY AREA:2200 SQ.FT. @100/o RUNOFF,2"RAIN/HR.=368 CU.FT. }......................................................... ........... PROVIDE:(2)B'dia..5'DRYWELLS �1 ,., (1)DRYWELL TO HAVE CATCH BASIN . . . . . . . . . . . . . . . . ' ' TOTAL CAPACITY:422.5 CU. / „ e' 4'deep DRY PROPOSED • DRYWELL / -• \ CONSTRUCTION DUMPMSITEFO, DRIVEWAY TO REMAIN ON SITE FOR / ••• I DW I, DURATION OF CONSTRUCTION • • \ Lti Q In E AS ' P a, 3 Q ��.' N Z \ � QQO"O� \ PORT-A-LAV TO REMAIN ••• ON SITE FOR DURATION OF CONSTRUCTION ------- \ V 1 \� " O O � 20.3' Ln HAY BAY w/SILT FENCING Q O o LIMITS OF CLEARING TO BE 0NO MORE THAN 20'FROM (•'-'-"-". ,•, `' o GARAGE TF� n,F PROPOSED WORK AS liOUTDOOR M ++� INDICATED ON SITE PLAN b c* Q a • EL.:22.3' � �.; SHOWER ,„ , / 00 W i �� /� O , N a _2-2— SCREENED Lu PORCH O - _ - - - _ ........ `�— ` � ' COVERED O 00 - - - - - ' ' " FUTURE 2 STY. PORCH ^ : FRAMED m O �'+ 7 20'X40' HOUSE N POOLM COVERED ry ; $ Ln O.O' PORCH O m M d' O , '• ' CONCRETE , Q ;•�� : 3.0' O WASHOUT .• . 20.01 M N I DWI - / \ 1 S'dia..2'deep 20.3' POOL DRYWELL SOIL \ I\ LOCATION ' :-� DRYWELL I DW \ / --------------------------------------------LIMITS------CLEARING--------------- ------------- ---------- --- - ----._.._.---.—__-_-_----------... . ry H w 5 Lr) 20 U � H 2d �J / / / - S 66°10'0" W 320,001 1 20 0 H N v �+ .W �O x0 ct) ,4; SITE PLAN � 4 o O O � � Or V n — r r w 0x SCALE: 1 - 20 -0CU00 1n U MEETS & BOUNDS BY: PECONIC SURVEYORS N IS w DATED: AUGUST 10, 2016 4 0.5' DARK BROWN LOAM OL STORM WATER MANAGEMENT DETAILS BROWN CLAYEY SAND SC SITE DATA: SCTM # 1000-104-2-72 EM4 w H 3.0' DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: ROOF AREA:3188 SQ.FT. N.T.S■ V AT 100%WATER RUNOFF:533 Cu.FT. PROPERTY: 63829 SQ.FT. 1.465 ACRES 0 ESTIMATED AREA OF PROVIDE(2)8'DIA.X B'DEEP DRYWELLS GROUND DISTURBANCE: TOTAL DRYWELL CAPACITY:676 cu FT. 21000 SQ.FT. (338 CU.FT.ea.) SINGLE BEAD HALF ROUND GUTTER STANDARD 5" NOTES: F, / 1).EXECUTION: PROPOSED HOUSE: 2053.2 SQ.FT. 3.2% 600 CU.YD. 500 CU.YD. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: PROPOSED PORCH/DECK: 563.0 SQ.FT. 0.9% 5 CU.YD. 3 CU.YD. ~ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. V B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR (f� ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. PALE BROWN FINE SAND SP PROPOSED POOL: 800.0 SQ.FT. 1.3% 175 CU.YD. 25 CU.YD. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR C) } METALS WITH PROTECTIVE BACKING PAINT. ., ' 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, '' y 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN, PROPSED SEPTIC SYSTEM: NEW 50 CU.YD. 40 CU.YD. o 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. > < a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND accEssoRtes. PROPOSED DRYWELLS: (1)8'dia,2'DEEP p DRY WELLS TO BE LO MIN. B),ALUMINUM:RNET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (2)8'dia,4'DEEP 30 CU.YD. 20 CU.YD. 14 AWAY FROM HOUSE CONNECTORS. (2)8'dia,5'DEEP 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. n 11 O 4).PROTECTION: O D c O C A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, 17.0' 61,- 8). -B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 4 /0 5 FT 2 SQo L: 3416. . . . 860 CU.YD. 588 CU.YD. COMPLETION. NO WATER ENCOUNTERD TOTAL- (� DRAWN: MH/MS TEST HOLE DATA D LSa V '� ik ,. ."' °°' ,'Y` " SCALE: 1/4"=r-0° �" JOB#: McDONALD GEOSCIENCE "��•:#}'l November 04,2016 DATED:04/05/16 r` � : - N OV �- 9 2016 � � ..�- .�'�� SHEET NUMBER: � � O a� ,2233 IDUMDING 1Q®� :11 E tip',�'F !III Its TOWN OF 5OUTIl ►►►��JJJ , G°��' a,�� °� SURVEY OF PROPERTY �A F New -� / "/ �/o� G a t CUTCHOG UE TO WN OF HOLD SUFFOLK COUNTY MY 1000-104-02-72 ,,a�Y°�� a SCALE: 1`--40" 08 r-A)sN0 -��'?`� �o� 51 �,� APRIL 22, 2016 o F N vol / ./of 00 lli JUNE 9, 2016 (RE/ISIONS) "I a AUGUST 10, 2016 (REVISIONS) �P 30 04lev ,0r P P� 1.L1�rc� \ X01 ° �o od F e t"g o ti G r • "/° Lv" i ," �' o 0 N 1,�/ � � � Q�NRER.( �� 4 V 1 N� O 1N050 �PGP" °sem �"�' � ,50'E so�� 22 � 0 �Q� 1. "66.22 \SH 0 NNCJo 0 P/ MIN. �O rd 6 9O "�A z Oma�♦o q(( • v t` W pts �\ 30• PROPOSED RAIN RUNOFF CONTAINMENT 55 "zo 5 ypGONo o HOUSE,GARAGE & PORCHES - 2859 sq. . /0 `'°l ft 2859x1 x0.17 = 486 cu.ft. P 20 20 3 (`` W- s \ N DRIVEWAY (PERVIOUS) - 2185 sq.ft. Z ZZ i `o 2185x0.8x0.17 = 297 cu.ft. 783 cu.ft �• Poop` o� 783 42.2 = 18.6VF PROVIDE (4) DRYWELLS 8'0 x 5 DEEP OR EQUAL $ ,y,>L �4 PROPOSED SEP71C SYSTEM \`� a�►i ;- v+� z2 i - 4BEDROOM HOUSE ' o 1-PRECAST 1000 GALLON SEPTIC TANK 32Q QO 2 1-80 LEACHING POOLS 12' DEEP / WITH 3' SAND COLLAR 3' MIN. ABOVE �(�1 1 4jA GROUND WATER LA X1`1 vQ -f w P �o � 'o. TEST HOLE DATA LILA N oma`" +� MCDONALD GEOSCIENCE O 04/05/16 �a �N "/°I � G DARK BROWN LOAM OL c p QN F ,� o.s � " 8Pp.M E\14G 3' BROWN CLAYEY SAND SC 6�Q'O -�' o °Pp � B�" PALE BROWN FINE SAND SP Ro LL1 �O�O 17' NO 7E, NO WATER ENCOUNTERED t LOT NUMBERS REFER TO "SUBDIVISION MAP FOR MABELLE DEMPEWOLF" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE a ON JANUARY 26, 2007 �, F 7 ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88 N.M L C NO. 49618 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON PEC01N1 ,_,S&R EYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA - 63,829 SO. FT. P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR - OR - 1.4.65 ACRES 1230 TRAVELER STREET 16-014 WHOSE SIGNA7URE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ' NJO SURVEY OF PROPERTY RPNK G�N�O F .SNP ANG a a t CUTCHOG UE ply TO WN OF SO UTHOLD N IO IGON�N� SUFFOLK COUNTY N. Y. P N /� P, O SEN NKP 06` N � 1000-104-02-77 ' — R E�ZPe� NB SCALE: 1"40' � 08-10-2016 5� APRIL 22, 2016 � O YAGGARiNO O/f ,PR JUNE 9, 2016 (REVISIONS) oIF N p� — NI MOR PRS AUGUST 10, 2016 (REVISIONS) �P R �Gy MO �NG \ ,��`�/ NOVEMBER 4, 2016 (REVISIONS) 1A (bPPS �� ea- NOVEMBER 17 2016 (REVISIONS) DECEMBER 15, 2016 (FNDA TION LOCA TION) pgFA'NINa' oaf Sia N 5 ' a\' P� 7 a p`u.. \) J \ v,J 4729° � .( 5J \ X01 O O P CPaP�yN �r \ h� 0 1 1 0 I e X320. 2 0 OIF N1. Nay"' ti W o �L SUNG N 1 v� PERP � 0 0 IF N ��1 JN�y V�•�Y�� CJ\'�� j � �t��N N \\ ry 9T / N I BEN P ,�PRO ,•�-O `r`Q°"� �\M�� \/ ON ERc NS�� \C, — JPK� p, 1N SES 6 GPN� °� JN�y� w Q E SNF %� Zoo c r 0 L o N66.22 5 PSE o k�o�� wo o \moo / P S P O c fR PROPOSED RAIN RUNOFF CONTAINMENT �� \ $�� 7 HOUSE,GARAGE & PORCHES - 2859 sq.ft. 2859xlxO.17 = 486 cu.ft. q ft. DRIVEWAY (PERVIOUS) 2185x0.8x0.i 7 297 cu.ft. �. - 2185 s 55 " EN ° ( / p� NPS gNo o` oo St PP�t /� \ i Joh �Z ^ c Ns = 783 cu.ft p Z P I0 N°c 22 ��o y Vis. 5 NW / 2 PQO� 6 0� d �3 �Y��✓/Ili' 4`� / Cc) 783/42.2 = 18.6 VF O y c ` \ Zo ; \ 60• / i \ N PROVIDEA(4) DRYWELLS 8'0 x 4' DEEP O ��23 / - t�'% /\ �°�OR EQUOil R / PROPOSED SEP77C SYSTEM 4 BEDROOM HOUSE Eo �oF 0 . o 1-PRECAST 1000 GALLON SEPTIC TANK0' / 1-80 LEACHING POOLS 12' DEEP WINP �v / KITH 3' SAND COLLAR 3' MIN. ABOVE , � \ "A0 GROUND WATER A 5A• + vo TEST HOLE DATA LILA ` P IO McDONALD GEOSCIENCE (D 04- 15 �' k9� 04/05/16 o+ OI DARK BROWN LOAM OL 'c O 6PGo FERRIS 0.5 '� • O'ppr,� 3oP` 3 BROWN CLAYEY SAND SC s ��\2 5661 N Ips N �� PALE BROWN FINE SAND SP ROB\N E,�\NG �0l 53 + \+\+ 17' / / NOTE. NO WATER ENCOUNTERED _.. LOT NUMBERS REFER TO "SUBDIVISION MAP FOR MABELLE DEMPEWOLF" f ry FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JANUARY 26, 2007 ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 `''' `"./✓'='-'�f•�-�' 1 Y.S. LIC. NO. 49618 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON ECONIC SUR MORS, P.C. OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. �+ (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS AREA - 63,829 SQ. FT. P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OR = 1.465 ACRES TRAVELER STREET 16-014 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 SCDHS REF# R10-16-0061 NIQ�EN�Q SURVEY OF PROPERTY OZPNW K c�N-�Q 1®1 \ N at CUTCHOG UE \\NG ,e� TOWN OF SO UTHOLD NI PIco0\ N'� N SUFFOLK COUNTY N. Y. N PQM°SEN SHA Q6\N \ 1000-104-0,2-7. 7 �vZPeE �E��N.��t� SCALE.• 1'_ 0' V0� 5� i APRIL 22, 2016 /MoR�R�� JUNE 9, 2016 (RE I/ISIONS) N/Q Q��NN \ �R�0�P MOR�P \ AUGUST 10, 2016 (REI/ISIONS) 00o" \-\Np��, / P l ocy, �\NO�E�` ,,Q�;;� NOVEMBER 4, 2016 (REV'SIONS) ID �,P� P D� ��G `" NOVEMBER 17, 2016 (REVISIONS) ` `' \ DECEMBER 15, 2016 (FNDA TION L OCA TION) / i x,36 APRIL 28, 2017 (FINAL) \ Vol 56 \ i o0� ' "`�' Vol 55 MAY 29, 2018 (HOUSE LABEL REVISED) �' Ln0, P Ip � N I0 I\�I PNS �,•oJ"�y�(�1 / �s `NE�'�\NG �� \ •(� 00GONG �, o� JUN 1 3 2018 13111 o� RG�P�PI �� LD TOWNS OF �? 1.01 O 1.1No5�� P� yS i i~ver, �- �j6•��0/ �. P moi. 1 I0 , \ i N pKEP�(oLor I O �h(F� hSO� Z e�. i G� Y 3Q 0 55 y � ? �� ,� �.,. yr 609 / SEPTIC LOCATIONS Vol ROOF OVER ��oP cfl s � c N A B ST 23' 241/2' 50. N ` 59 No ROO 20 F OVER LP 291/21 38' PORCH Q �0. c �Ey�� / ► 3 p, \ �AOgS> / pc") �\qb L SEPTIC SYSTEM tea' QN . = 4 BEDROOM HOUSE ` ` e t / 1—PRECAST 1000 GALLON SEPTIC TANK \ p 320 00 / / 1-80 LEACHING POOLS 12' DEEP P I 5� Vol WITH 3' SAND COLLAR 3' MIN. ABOVE GROUND WA TER \ LAS Y TEST HOLE DATA LI O �''o �� \ •�'�/ \ %'�\\\\\\ 2 McDONALD GEOSCIENCE ( 5 04/05/16 �p DARK BROWN LOAM OL \ ' \ ; 0.5 ti ► r� 300 VENO \_ANG ` \�. �� <;� --/ BROWN CLAYEY SAND SC 3' I Q I N� G 566 G4No N SEE � � `� �Fo y� ,� 53 ` � PALE BROWN FlNE SAND SP �o 17' i NOTE. NO WATER ENCOUNTERED / i �pF NEW Y i F LOT NUMBERS REFER TO "SUBDIVISION MAP FOR MABELLE DEMPEWOLF FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE y ON JANUARY 26, 2007 ' ELEVA770NS & CONTOUR LINES ARE REFERENCED TO NAVD 88 f ' ° N. YS. LIC. NO. 49618 ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION PECONTC SURVEYORS, P.C. OF SEC770M 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS AREA 63,829 SO. FT. P.O. BOX 909 HEREON ARE VALID FOR 7NlS MAP AND COPIES ]HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OR ' 1A65 ACRES 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTNOLD, N.Y. 11971 16-014 H ll�q SCDHS REF# R10-16-0061 p IF �p SURVEY OF PROPER T Y NNS E�j° CUTCHOGUE � RPNG G � at �� UTHOLD TD WN OF SO SUFFOLK COUNTY, N. Y. MpNQNP� �PNQ ANN 1000-104-02-7.7 RPS E`'''BEAN NG SCALE: 1'=40' APRIL 22, 2016 JUNE 9, 2016 (REWSIONS) �\ oI �P1/ISIONS) YAGGARINO / 1vI MpR PRJ� AUGUST 10, 2016 (RE OS-10-2016 MOR � NOVEMBER 4, 2016 (REVISIONS) N G`' / P P�R�GK ��N ��` Q NOVEMBER 17, 2016 (REVISIONS)DECEMBER 15, 0� �Nr�� P \ 2016 (FNDA TION LOCATION) \G � \ J�5 \ \� /,�o 23b APRIL 28, 2017 (FINAL) \ 0155 / O3 00 0 �tE s POR G E,gr �1G -A 41 OIF 8ON 5 s 6 •2 L�NQ `1 P �•� �- N� / �e � °o o Aga of PREF t\ fJ 2 0 `1E� "o.0 � N0 quo SEPTIC LOCA 710NS o` a� ` � �`�� v A B ST 23' 241/2' LP 291/2' 38' �o H �qb ol V • SEPTIC SYSTEM 4 BEDROOM HOUSE AZO 00 / P IO 5� 1—PRECAST 1000 GALLON SEPTIC TANK �1� ' 1-80 LEACHING POOLS 12' DEEP � �0 { WITH 3' SAND COLLAR 3' MIN. ABOVE GROUND WATER L� TEST HOLE DATA IV O o McDONALD GEOSCIENCE 04/05/16 GNh�t� O N ry Fa ST � O PMDARK BROWN LOAM OL SUFFOLK COUNTY DIEPAi2TMENT OF HEALTH SERV'CES ------- 0.5' BROWN CLAYEY SAND SC s'\ 2 566h ` .� �2 E,� �-r�,.s1. .L OF C,sad,I,,TRUCTE011p!0,�..S FOR N� `�� O �`' Gam. O °eh P,;;v�:LE FAt�I'LY f'r5! F"CE E MAY 2017 - 6 ------- 3' N 15�� \`� �F0 iE• �.p� +\ �'✓�`�.,..� 0 �i �-�.$.Ref.No. `D� l R08`��L�.�NG �� o % +\+ Tile Sp�en;�C;�^^;�I ani H2ter SUP -y t a4 WN PALE BROW FINE SAND SP Q \ v_ L v.JP + ii:;i':.i L}( �t'?�^..'. �o bo sE.'�Ott ^y'FUR A fY'AXtl;1 u E"wQ':OcJvS. 17 / � �� tom, �� J �t�u"'•.�Id��^�*�rr"'":, NOTE. NO WATER ENCOUNTERED gam, �• tb�E��.. f LOT NUMBERS REFER TO "SUBDIVISION MAP FOR MABELLE DEMPEWOLF" ' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE DRAY 1 2 2017 2s, 2007 `�` �'' b ON JANUARY � N. S. LIC. NO. 49618 ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NAVD 88 a. PECOURC/EYORS, P.C. _.. BUILDINGDEPT. (631) 765-5020 FAX (631) 765-1797 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION TOWNOF SOUTHOLD P.O. BOX 909 OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. AREA 631829 SO. FT. 1230 TRAVELER STREET EXCEPT AS PER SEC71ON 7209—s DIV SIOPIESAn-L CERTIFICATIONS OFS OR m 1.465 ACRES 16-014 HEREON ARE VALID FOR THIS SOUTHOLD, N.Y. 11971 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. REVISIONS: e pr- I t%7, INT AT F l! D B I T T E R S W E E T L A N E 'n; :`7 f-"- I. 0. N 66°22 '50" E 3 20.00' R ,,- - I,�. ;,� ,,:; � �� V=, T117 -24 Q4- �24. 3 7S (77'ri:l` OF' 0 i E FOP, `! P'0NST_ _71 1 _Q1 ................................................. ............ ........... DRIVEWAY AREA: :2 200 SQ.F T. Gii co!" -rrl.!j I ON ERF�ORLIMITS OF CLEARING @1Do%RUNOFF,2-RAIN/HR.-368 CU.FT. PROVIDE:(2)8 dia.-5'D �ELLS (1)DRYWELL TO HAVE CATCH BASIN TOTAL CAPACITY:422.5 CU. S fB'dia..,Vdeep IlDnl=rl DRYWELL PROPOSED CONSTRUCTION DUMPSTER S TO REMAIN ON SITE FOP, DRIVEWAY c I DW DURATION OF CONSTRUCTION 0 /lq A In 0 /SJQ 0. SIP 0 El W 0 PORT-A-LAV TO REMAIN ON SITE FOR DURATION OF CONSTRUCTION • 0 ------- 0 FORT r FORT CON SITE Sl� 0 0 F( O HAY BAY w/SILT FENCING O �'LIMITS OF CLEARING TO BE NO MORE THAN 20'FROM ........... �Jj t_ Jr,,f GARAGE U'(7117 Irl Ulf, rlll�r_fr:uj PROPOSED WORK AS OUTDOOR INDICATED ON SITE PLAN I Al v I L EL.;22.3' • SHOWER 00 �.4 I n f,77- Yl Il �,j Ali-- J T C E 1 ................... 00 F_ CU 1-1-1i _2-2-- - -- - - - - - - - - -22- 0 Incu"Ill rAcy CN 14.0' 6.0' .................... ♦ 3.0' 3.01 ❑0 -L:l- - - - - - - TiFICATION U. ":. _ _ -2-2- - _ uj 1,1�I L,L:I I C Ei. LEAD CONTENT BEFORE C --Iq !GATE OF OCCUPANCY - - -22- - - - co COVERED 0 2 STY. F�l 0 PORCH b "'OLDER USED IN WATER 00- FUTURE FRAMED 0�6 CY) SUPPLY SYSTEM CANNOT 11 % 20'X40' I HOUSE 0 I a N EXCEED 2110 OF I%LEAD. ry POOL co Ln COVERED 80.01 CN PORCH 0 CONCRETE 0 20.0 3.7 jo WASHOUT N PLU MBING ' I.................... ALL PLUMBING WASTE &WATERT LINES NEED d TESTING BEFORE COVERING DW I B'dia.,2'deep • 20.3' POOL DRYWELL I I : SOIL C/) LOCATION B'die.,4'deep DRYWELL DW ...................... ..................... .....................;............. ....................... ......... -------------------------------------------------------------------------------------------- LIMITS OF CLEARING TRUSS PLACARDING REQUIrIED Iv � ): F, .1 ,20 u DIZAIN AGE I I11 SP E C n 0 r,�'7 A'IG,-r,."q u,,n D 2IZr i.-enng at 765-1560 before u Cn,71ncces Certifcp drainogo has - tIon S 66010'0" W 320.00' // �O DO NOT PROCEED VMH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. 4_; X SITE PLAN � � � ° � SCALE: 1" = 20'-OI' Mhz' w M (u 0 00 0 x -4 m m u to U MEETS & BOUNDSall 110 In ,It BY: PECONIC SURVEYORS 00 0 DATED: AUGUST 10, 2016 0.5, DARK BROWN LOAM OL STORM WATER MANAGEMENT DETAILS BROWN CLAYEY SAND SC SITE DATA: SCTM # 1000-104-2-72 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: ROOF AREA:3188$0.FT. N.T.S. 3.0' u u AT 100%WATER RUNOFF:533 CU.FT. PROPERTY: 63829 SQ.FT. 1.465 ACRES 0 V) ESTIMATED AREA OF PROVIDE(2)B'DIA.X B'DEEP DRYWELLS 21000 SQ.FT. (338 CU.FT.ea.) GROUND DISTURBANCE: SINGLE BEAD HALF ROUND GUTTER 12 M TOTAL DRYWELL CAPACITY:676 CU FT. if j NOTES: STANDARD 5 D [�C[�o [E D 1).EXECUTION: PROPOSED HOUSE: 2053.2 SQ.FT. 3.2% 600 CU.YD. 500 CU.YD. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. NOV 1 6 `0 i 6 2).PREPARATION: PROPOSED PORCH/DECK: 563.0 SQ.FT. 0.9% 5 CU.YD. 3 CU.YD. A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. u 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �n ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. PALE BROWN FINE:SAND SP PROPOSED POOL: 800.0 SQ.FT. 1.3 O/o 175 CU.YD. 25 CU.YD. BUIELDINGDEFT. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR u �4 METALS WITH PROTECTIVE BACKING PAINT. TONVN OF SOLTIMOLD 94 3.INSTALLATION: -!4 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2-FOR EVERY 40'OF RUN. PROPSED SEPTIC SYSTEM: NEW 50 CU.YD. 40 CU.YD. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. PROPOSED DRYWELLS: (1)8'dia,2'DEEP DRY WELLS TO BE 10 MIN. 8), ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (2)Vdia.4'DEEP 30 CU.YD. 20 CU.YD. AWAY FROM HOUSE CONNECTORS (2)Vdia,5'DEEP 0.41 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. 00 CO 0 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 17.0' B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL TOTAL: 3416.2 SQ.FT. 5.4% 860 CU.YD. 588 CU.YD. COMPLETION. NO WATER ENCOUNTERD f DRAWN: MH MS SCALE: 1/4"=V-0" TEST HOLE DATA JOB#: McDONALD GEOSCIENCE oil DATED:04/05/16 I November 16,2016 SHEET NUMBER: S� I REVISIONS: CD 77--7—= — I co M o C1-1 11 Lr— d cn LI Ll Ll Lj w Ox aH a z O H i Lu 1, — � LI - - -- PROPOSED EAST ELEVATION SCALE: 1/4" = 1' ►moi w Q w � 0 U � H r� U V o N v rn c� m o 0 m - - -- - � 'u � u . & N G GJ co - O ® f. tS � , ! tt:�rt1;� it rH;t"f'N t1 4�]4 Y,'A 91" F F[ ., 0�i 11YA I I I . . . I , •t� NORTH ELEVATION , SCALE; 1/4" = 1' DRAWN: MH MS SCALE: 1/4"=1'-0„ v Ex .J,.s JOB#: © �; November 16,2016 •�wA �+ �23''aq - i' SHEET NUMBER: A- 1 REVISIONS: 17-7771 Aa 0 IT TM I FHH F-L-1 00 y4y C) 1 11 1 1 TI41 1 1 1 77 1 1 1 1 T_Fff� — 4— W o � C) LL1_ 0 44 � I.�X1" T -j L1 fi I Lj Lj T 1-,'T 1 7 4,ilt 1 T T 1t 1-1 1 1 1 11 TTI III �� IIIIIIIII 777711IL1111 FF jil -U-1 L _1 I I I I I 1 11 1 11 1 L.. 1 I 1 11 1 11 11 11 Ck WEST ELEVATION 1Al I + SCALE: 1/4" = V Vt7- C) U rhe U CI 0 X 0 p T rr"I > P0. cu 104 46 40 4 U Mo z P1 Ln Nil L. I I cn 0 w 0 I I '00 O /I A-] _Zool TT I I I r 0 t 4: 4A 1i F! lal 1. J I I 1111iJ 11.Z Inti Is, ti IN So <\ SOUTH ELEVATION 1�11 J6 - �, LA DRAWN: MH MS SCALE: 1/i ` `�< < � SCALE: 1/4" V 1K JOB#: November 16,2016 1,7 SHEET NUMBER: REVISIONS: A 38, -0" 33'-0„ 0" 6'-01/2" 6'-01/2" 6'-1" 6'-1" 6'-01/2" 6'-01/2" 10' 10 ;•=----;-----------, -- --;-----------, -- --;-----------;-- --;------ -;-- -- 1------------,-- -- ,------------'-== ; O 1' -1_-____------1. __ _L__----___-_L _- _L 1_______�___J_0--= J_ _ _ __9= DE _-________I_ O ------------- - - -- I `1------------r - - - -r------------Ti=0=-T- - -1-----------7- _2 - - - � 1 ,�4)2X8 ACQ G=l=R ,� , , ,(4)2X8 ACQ�IRDE� , , �})2X8 ACQ GIRDER; , •'-----' ---' ----- ----' 1 - 1 1 , 1 1 Ir 1 , 1 , 1 < � 11 r 1 ' co 1 N, W I 1 m , Of .j u U1 QI a 1 + X Q , 1 fV O I 1 1 V I N 1 1 23'-0" 2'-6" 12'-6" 8'-2" 8'-0" 11'-2" 1 � D , a• Dd v'D d ' v a• Dd v,4ad , v a• Dd v'Dad ' v a' Dd •v,Dd \•. � 12' ' • • • • • �O dia CO!4C PI EP E! W GRADE ' 1 — - - - 20,-6„ . o -------------------------- ------ 1 1 10 1 .• a• Dd 0•Da1d , •p . a• �d �`DO• , •p . " a• Da �`DaG , .p . a-•-D'-d;D�,"' I •` �` - a• dp d •� •• a, Dd . p d •�'i v . (,a-•--D-d----p-d- Lr) 2X10 FLUSH GIRDER -, •' , 1g dia CONC PIER 1' dACQ ACQ 11' O -------------- --------------------- O YBELOWGRADE @1 "OC4v XACQ I 6 ° 4 -6. ----- - -- -------- (2)2X6 A2)2X6"- -------------------------- 1 A O . • apd d , • • p p d • apaW a, d D d 4 c "----------------------------------------------------------- ,,4 I I I ^ I . I 16"X8"FTG. 41 i Q Q c) i 4e i (2)#5 REBAq BASEMENT I m I �W I d , O I 1 J O O V. B I ' I rn ' p I I I L �1 I I 1 I 1 I 1 'O I M' Iz M I + I 1 I I oD I .=I I '• I 1 I ' w ' 1, , r, 1 r, 1 r> , 1, „ , ^ 1 ,1 ' ' a ' , If ' 6'—81/4 6 —8 6 —8 6 —8 6 —73/4 6 —8 6'—8 7 —4 23 —51/2 -------• c •--- ----• ' I e I I I STEEL LALL COLUMN STEEL LAL COLUMN STEEL!A! COLUMN STEEL LA! Y COLUMN STEEL IAL Y COLUMN STEEL LA L COLUMN 42"X42"X12' CONC.FTG. 42"X42"XI2'CONC.FTG. 42"X42"X12"CONC.FTG. 42"X42"X12"CONC.FTG. 42"X42"X12 CONC.FTG. �42"X42"X 2' CONC.FTG. ; o' 1 4 I i + + (4)#5 REBA EACH WAY (4)#5 REB R EACH WAY (4)#5 REBA EACH WAY 4 #5 REBA EACH WAY i� ( } (4)#5 REB REACH WAY (4)#5 RE A EACH WAY ' °, I GARAGE ' ' b I I 1 IirS 1 1 1 •---- -----+ .----------• •-------"--• •----------+ •----------, I .--- -----• 1 d I I 4 O I ,' I , , 1 I' 1 1 + 1 1 , 1 1 1 1 1 1 1 I 1 I 1 N i , , 1 + + + + , 1 1 1 1 1 I 1 1 e` I 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC p (4)1-6/4X9-1/2 ML GIRDER + (4)1-3/4X9-1/2 IML GIRDER + (4)1-3/4X9 /2 ML GIRDER + + (4)+1-3/4X9-1/2 ML GIRDE I / _ r _ 1 ----1_ __ 1 1 __ 1 , 1 1 1 _ / I I ---- ' -----L------------ ----- -- --- -- _ ---- - P OF SLAB TO - ---- - ---- _ O T --- .4---------_+- -- --1=-= _ -=1---C--====F-==== _ �5== ---_�._______ - $!"PEI, O --_�_______----- F====--------- -- ---- ----____�-__-- -___-_ ---- ---- =i -- �_----_--- �_ OVERHEAD (MIN).NOTCH 2" ----- - - ---------- STEELIALLYCOLUMN =_-- -- +--_ ---------- - ___ ----+-_____ ---+---- =---1-" ------+---- - --�--- _ _�____ ----+----- y--- ---r----=______ 1 I 36"X36"X12"CONC.FTG. STEEL LALLY COLUMN 1 ' ' ' ' ' ' ' ' ' ' ' ' ' + I- I DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE y' INSTALLED AT WALL 16"OC,INTO SLAB AND DOOR APRON. UNDER POST ABOVE(VIF) 36"X60"X12"CONC.FTG. @ UP ? ' `---- - ---• `----- ----• • - ' W' + ,a4 I I I -- p---------' - - - ---- ----- ' -- ------ 4' I I W ' m ' m• D ' s UTILITY ROOM o �I ;5 I w r w Q W _' , (zj t�3/ ML 11 'J �1 PROPANE HEAT : e I 1 � 1 / I , I I I I W DI 00 LL a LL _j I x 'J m -I ••D .v i I `r I •- T•-+ I '— I i C i 8"PC WALL _41 # ' 16"X8"FTG.I "- ------------------� 4 I ' . ' 2)13/4X14 ML # I 1 4 I M �- M � -L---------------------------------------------------------(2� 5_R_EBAf� p .v '. pD4 p ' •v ` •v '. �. pD4 p •v �1 ' ' �^ I �-4 av p .v 'r I 4 •v H ' • •• . 4f •v . • p 4 . pa •v •v 1 v W a ,a a .D a p •D a a I p p . • p 4 p _L___________________________________________________________________ ` - ---------------------------------- ------------------------ ---- •D I I I I ' r- -------------------------- I "------- I I I e I O U] Ia ---------------+ -------- - ---- - +------------ --------- ------------------ ------------------- I I 5/4X6 CEDAR-1M i , '. vD4 p ' av '. pD4 p •v '. pD4 p •v • '. p 4 p •o '. pD4 .v '. pD4 CAP o •D .4 o •O .a a •� .e o •� .C o •O a o •D .C ["� x 1 � U 1X3 CEDAR ------------------------------------------------------- TRIM -- ------------------------------------------------------ C U o ��cC� r� � U LBENCH ' 12"dia.CONC.PIER 4X4 ACQ POST w/24"X24"X12"CONC.FTG.YBELOW GRADE --' ,---_- - - (4)2X8 ACQ GIRDER 1 - 1 (4)2X8 ACQ GIRDER + + (4)2X8 ACQ GIRDER +- 1 (4)2X8 ACQ GIRDER - _ - -L -L-------------1- - - -'-_-_-__----_--__---_ - =E-------------3r= _ _ ______ ==Ec3= 3J __- O - _ -T - -------- __ _ _2X4HOR. - - -T------------------ r rT - -- I- �---------------------------T- It 1 1 1 1BRACING -- --------------�-- -- --------------`-- -- ---------------------------- -- 1X6 TG&W T-0"CEDARSDG. 1 — " ' " 6'-9" 6'-9" 11'-3" 1 — 5'-41/2" 27'-71/2" 10 N y „ �, 1 0 207-619 38 0 33 —0 m 6 ° 1X4 CEDAR 2X4 TRIM 1'-6" @ 116"OC A II - r-'M -1 ° 0, 54X NG 2X4 ACQ @16"OC IIIIIII I LIC __ VIII _ :I IlllllllilillCllI,ill 4 COMPACTED STONE BASE 4 FLOOR JOISTS O °q (DRAINAGE AS REQ.BY CODE) '°v W 0 \ FOUNDATION PLAN 5 N;': ° °' PROJECT NORTH �i al qF a Ota 3 A11 — M U SCALE: 1/4" - 1' \~ " Cn .p (a in '4- 8"DIA �4o EtV s CONC. ", O W aw°.a PIER a ro a 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES GIRDER EXTERIOR OF FOUNDATIONS TO BE DAMIPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS RESIDENTIAL CODE WITH A BITUMINOUS COATING. SILL GASKET, CROSS SECTION 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A \--4 -3/8"X2" UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO W SCALE: 1/2" = 1'-O" BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. LAG SCREWS COPPER COATED 2X6 ACQ 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. STEEL TERMITE SHIELD SILL PLATE 1� 8'-0" INSTALL 1/2"EXPANSION JOINT MATERIAL.WHERE SLAB MEETS ADJOINING 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE COLUMN -OVER- #5 REBAR U WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT V-0"O.C.(MAX.)AND MIDSPAN. SILL SEAL _ REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE • e O bi Iry AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 5/8"dia.ANCHOR BOLT p GRADE TO SLOPE JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE w/3X3 SQUARE WASHER AWAY FROM BLDG. THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL AND NUT(TYPICAL) ■ I SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. ear n T 4-3/4"dia.A325 8"X 8"X 1/2"STEEL O n I I u BOLTS BASE PLATE co 1014 FLOOR PLAN e STEEL COLUMN 8"PC WALL CLEAN= _ I IFILL p 4"THICK CONCRETE SLAB w/ „4 SCALE: 1/4" = 1'-0" 6X6 STEEL WIRE MESH BITUMINOUS p a p �J COATING STEEL COLUMIN 6°X 12"X 1"STEEL V4" e BASEPLATE 2" 2" Q D 17 a V Y4"LEVELING -Y4"NON-SHRINK I 21h" D PLATE GROUT(min.) s" b O- 6 mil POLY - D e 2,�" VAPOR BARRIER p e d v D 10, ts 1/2"EXPANSION JOINT 2X4 KEYW U - te" a a 4"CONC.SLAB PLAN •—411 t-1 4 , , d • d ca #5 REBARj;41Z 4 f, r-o^Botr 1 MS-I%MS EXTENSION �4"d'a' e e ",i, i ANCHOR —COMPACTED— " I F AL BOLTS CLEAN FILL — Q " 81 B# ; ELEVATIONV I I I I I I 16 I I— ;oda a, ove xI6,2016 CONCRETE FTG. �� NUMBER: (SEE PLANS) AGF- FRONT ELEVATION SIDE ELEVATION BASE PLATE DETAILS COLUMN DETAIL FOUNDATION DETAIL L - 11 . 111 11 _ , 11 11 _ , .1 1. 1 1. - I3F SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0 - - sCALE: 3��4" = I'-011 SCALE: 1/2 = 1 -0 9"I'-6" REVISIONS: 20'-6" 23'-0" A 15'-0" 33'-0" 70, --------- --------- 4'-41h" 6'-101/2" 9'-3" 8'-21/2" 14'-91/2" 2'-8" 30'-4" (4)1-3/4X11-7/8 L GIRDER (4)11-7/8 ML GIRDERml --------------------------------------- ---------- (3)1-3/4X9-1/2 ML III - 12X12 FG COLUMN w/6X6 ACQ POST nl 111 W 111 � - Oil COVERED PORCH N -i ll X SCREENED-PC?fZCF� iii PROVIDE AND INSTALL MANUAL N " RETRACTABLE VINYL SHADES TO O m INISTALL IN FRONT OF FIXED SCREENS x 1 (PROVIDE OPTION FOR AUTOMATIC) Cm � sill d pzr wao b l.-c i +'�1 X 111 S_ III {{ III 3-TW3046 FWG60611R (2)1-3/4X14 ML w/3/4"STEEL FLUSH BEAM _ _ - �.� - - - p) (8)9-1/2 ML HEADER i S3 i9-i/2 ML HEADER /�� a�'s�6 cD I I 1 1 1 , 1�+ I 1 s s z s s OUTDOOR SHOWER TO BE N I I 102, I N G5 n CONNECTED TO DRYWELL M I I t 1 I I „ ■ _ 1 1 1 1 1 1 ^ � 1 I I 1 1 I � � 1-�---1 0 1 " m Fo� ■ - 1 1 I I 1 1 1 a ' a_ _____ O w O _1 1 .. I 1 1 I 1 I 1 I , I tV) TW2636 2-11X/3046 N i i i i i 3'-0" --- 15 I I 1 I I 1 1 --;-- - - I 1 1 1 1 1 I I C ------r__ O z (2) (3)2X8 HDR 1 I i i I i ` 1 (3)2X8 HD I FQ1 cD8 8 1 1 1 1 1 1 1 1 i. ----------------------- + 0 tD 1 I 1 1 I i ^ 0 I 11 I a fV O GAS = 1 I I 1 I 1 ( ' " O`O I I t I C0 a Co 1 LIVINX ROOM 1 DINING 1 1 z „ 0 C I I I I O r', O I I I I - 1 I ♦•-' --II 1 in w Q N 8 BE�M�CEILING - �EAM CEILiN 1 1 , " - 1 I 1 I n` I I 1 KITCHEN rj N RADIANT W w 1 I HEAT I ` c O Cn - ------ , BI I t 45min.FIRE RATED N DOOR w/SC HINGES - 0160-010 --------- ----I- -- ------- ---F--1---------------+ 1--------------1-1----------------------- --------- --- STEEIJAMB Fz 1 ------- ----- - -----___ -- -- ---------------YI--_-____------1-4----------------------- --------- --------- N1 1 1 „ I I I I r 1 1 Z i in 13 -7 6 -01 4 ' ' 15 -83/4 ' ' ' ' 8 -43/4 6 -03/4 5e 2�/2" 3'-10/2" " 23'-0" Ol 4 (2 8 FLUSH BEAM i i i i i i r o = ARA ----------------------- O O N W BATH ' 1 1 1 1 1 1 1 MUD ROOM o �. C 1 1 I I 11 1 M G RADIANT RADIANT HEAT m w 5/8"TYPE-X FIRE RATED SHEETROCK •----------------------- 0) p M HEAT (3)2X10 N_OR 1 I I(2)1.3/4X20 ML UPSET BE M - - - - - - 1 (2)2X10 R ON WALLS AND RING i N __ 3'-0_' �- ., (22 1-3/4X14 ML BEAM ^ 6 (2 1-3/4X14 ML BEAM O _ Y CATHEDR L CEILING -' � - - - OPEN Al IN -�- - - - - WET BAR N 7--; E �- 10'-4 1/4 LT.HT. 15-83/4"1 1 /4 HAI 1 UP 0 uj I -- - ----------- - -- - ----, Nsil ■ 1 ---� I W Ii • ------- ----- ----- c N � 1 I � I � 1 U I I = 11 N 1 I 1 I B 1 1 z 11 I N f (> - - --t - - ^ 1 WDRY. � t Q 1 I Z 11 I V O I CHUTE 1 1 I B I J II I v �� -- -_-- I 'I ^ ^N I fV 1 I 1 I I I tJJ It I I, Z " �- i�� '� I c 1 1 p E --------- 1 I I I r n , 3 ., i 2rl ' - 6'-7�/2" S I I '}' n CQ 00 ;o -91/4" 6 0 /4 zt I V) Lu I I 1 1 1 I I I p 11 I W Co 12 .v (3)2X8 HDR ENTRY : I 1 I (3)2X8 HDR I (3)2X10 HDR O Q I 1 1-a 2 TW3046 i N �ZD 00 I o 1 ; AW31 2-TW3046 W 24"X6" 24"X6" = 1 - " -- 1 1 24"X6" 24"X6" 4F CJ I N 1 1 INSTALL IN PA 1 O BRKT BRKT -------. I _ , BRKT ------- ------------------ BRKT BEAM_____-__ ^1 - - (3 X10 HDR UNDE ASNER 1 "I (2)2X8 DF#2 BEAM W ( ) ( /2 ML HEA E 1Cn 3 2XIOH EMPERED (3)2 10 HDR t r7 -------------- ---------- I 9'-6" I ^ 1 1 L 9'-6" TW2636 TW2636 1 I 1-2x3-0x1-2x6-8 LH ENTRY I TW2636 2636 I 1 al w 1 1 1 I I I I , „ W I t I I I I , I I oo . l ' COVERED PORCH I 1^ N i `- ----------- -----------12X11 FG COLUMN i `------------ ---- ------- i l ry I // - ------------------------ ---------- ------------wr6X6ACQPOST Cp --------------------- ij - (4)-I X11-7/8 L GIRDER (4)1-3/4X11-7/ ML GIRDER (4)1-3/4X114/8/8 ML GIRDER `- n I ---------------------------------- ' ------- ------------------ o -- - -- N Gni 9'-3" 6'-71/2" 12'-41/2" 12"-41/2" 6'-71/2" 5'-41/2" 12'-51/2" 15'-2" tj 0 In v 20'-6" 38' 0" 33'-0" 0 x�o tt to A 0 00 91'-6" LAUNDRY/ o t u PAN I KY 40 ri W dII`+ :�M (n PROPOSED 1ST. FLOOR PLANS N PROJECT NORTH .0 W SCALE: 1/4" = 1' E 2ND. FLOOR 2ND. FLOOR 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1ST. FLOOR LIVING SPACE: 1670.2.0 SQ. FT. W 2).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 9).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH Q 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 2ND. FLOOR LIVING SPACE: 1015.8 SQ. FT. u 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. O 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY ----------- 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. COMPLIANCE REPORT.SPRAY FOAM INSULATION. GARAGE: 476.7 SQ. FT. 5).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. `= ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT ATTIC / STORAGE: 444.0 SQ. FT. - - - - SHEETROCK.USE DURCUCK CEMENT BOARD AT SHOWER/BATH TILE 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS AREAS. SCREENED IN PORCH: 211.3 SQ. FT. 1 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS �,__' 1ST. FLOOR I ,- ----- 1ST. L ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. MICROLAM HEADERS. EAST COVERED PORCH: 223.3 SQ. FT. ==3 r-------- 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. s_ L-_---------_ 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 1___________ WEST COVERED PORCH: 264.5 SQ. FT. ___________ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 14}.INSTALL 12X12/14X14 NICHES A7 ALL NEW SHOWERS UNLESS -- T FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. IY+ PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. a. :szsssessexszsassaaaazszaeaazsasa ssszersssa� zzszzzsaazazsaa: I , coup 1 4• \ r :,b Irl��. 6•$ e.l' 1 ': BASEMENT BASEMENT "``�/�• ' �o A.4 DRAWN: MH/MS .► SCALE: 1/4"=1'-0" JOB#: !i November 16,2016 e• �. •�j��,a, �°� ' 3 .{01�� SHEET NUMBER: EAST A-4SOUTH ENTRY STAIR41 r REVISIONS: ' A 38'-3" 32'-101/2" 3'-0" 32'-3" 3'-0" 5'-21/2" 25'-0" 2'-8" 10, 5'-7" 10'-61/2" 10'-61/2" 5'-7" 3'-10" 4'-4" 4'-4" 4'-4" 4'-4" 3'-10" 2-TW3046 2-TW3046 2-TW3046 W (3)2X8 DF#2 HDR (3)2X8 DF#2 HDR (3)2X8 DIF#2 HDR MO 10'-3" 10'-3" 10'-3" ►-�1 p'"J., Ln Q O AW31 AW31 AW31 AW31 AW31 O 5'-0"PLT 2X6 PLATE 1'-11/2'PLT. T. 6 2" CC BEDROOM No- 2 BEDROOM No. 3 i BEDROOM No. 4 (3)2 6 (3)2x6 6'-1"PLT.HT. (3)2X6 (3)2X6 (3)2X6 a HD HDR. HDR. HDR. HDR. N i O I 4,-3" j O �^1 R i ELEVATED FLOOR SEE SECTION B-B) 0 O 4 I 1 4'.0" i SLOPED B ------------------------------- O B 1 __ CEILING 5'-10"PLT.HT. ---------------- M 5'-7"PLT.HT. -------- ----------------_--- I I ' 4'-0" 6" 2'-6" 2'-6" 2'-6" n 2)2 HD (2)2X8 HDR (2)2X8 HDR (2)2X8 HDR g i HALLWAY I OLID-CORE DOOR SLOPED w C� I w/DOOR SWEEP& CEILING t; 0 �0 p = +, +, + M ' FAT1iE&9R1PPiJr, _- _ - _ ATTIC / STORAGE = o 18'-01/4 -61/2 4 -31/2 5 -0 D 8 CEILING � M SLOPED PLYWOOD FLOOR,EXPOSED INSULATIONZft N p 00 1 11 11 11 ' CEILING (NO SHEETROCK)INSTALL ROUGH IN FOR M cV i Yh RAILING Cv7 g FUTURE HVAC LIGHTS AND ELECTRIC 1'-8" 2'-6" O r r , tl) W M r „ ' 43/4„ I LINEN T° 4'-0" 3'--43/4" r ., 5'-7"PLT.HT. f� LANDING1 --------------- D -------------------------------------- SLOPED 5'.10"PIT.HT. CEILING Ol O �V7 , ? OPEN O TO 1 I ( BELOW t� + 2'0 _ _o --- -------------------------- --- -- -- - 3 0 c� r Q M 1 1 BATH No- 3 (3)2X6 (3)2X6 (3)2X6 Q HALF WALL ----- ----- -------------- HDR. HDR. 6'-1"PLT.HT. HDR. ---------------- W 10'-111/2" 2X6 PLATE P-I 1/2"PLT.HT. M LANDING ; DN' AW31 AW31 AW31 h+-i I I+ 1 2X LUS BEAM ' ' (3)2X6 HDR.(TEMPERED) 1 I T-6" LT 7PLT �� r , ,I ' " ,- (3)2X8 FLUSH BEAM !-1-61/4" 4W26W4 I 3-A281 3in Mulld„ 1 WALK IN00LL- (3)2X8 DF#2 HDR I I (3)j X8 DF#2 HDR(TEMPERED) �! 2-TW2636(3in Mull) 2-TW2636(31n Mull) _ o -- -------------- -------------- ---------------------------------------r=--- -------------- -------------- -- � N N l _ m 0)O 2'-8" 4'-4" 4'-4" 2'-8" 7 1 2_ r� o lei\ Ae Qv r ri r r rr r n r „ � R3 1 -71/ 10,-0" 15' 0 10'-0" 1'-71/ 10'-81/2„ 149-01' 8P-2'0 r-2 w ,x je <"Ao r � 38'-3" 32'-101/2" "t 8 40 foU LAUNDRY CHUTE: U + ,a; FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALEAD DRAFT OPENING to (VERTICALLY AND HORIZONATALLY)AND FORM A FIRE BARRIER BETWEEN FLOORS. N y G , PROPOSED 2ND. FLOOR PLAN GE 1).VERIFY AND ADJUST LAUNDRY CHUTE SHAFT AS REQUIRED. W i it N PROJECT N 0 RTH 2).INSTALL STAGGERED 2X BLOCKING BETWEEN STUDS IN CHUTE SHAFT,MAX.8'OC. SCALE. 1/��1 = I3).INSULATION TO BE MINERAL WOOL OR APPROVED MATERIAL FOR THIS USE. 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 4).INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK INSIDE OF CHUTE SHAFT. EIIMIW RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 5).MANUFACTURE FOR LAUNDRY CHUTE:1-800-CHUTES http://www.uschutes.com/ MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. INSTALL WITH ALL NECESSARY PARTS AND COMPONENTS; 241n.2).ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 10).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH DIAMETER LINEN CHUTE SYSTEM,ALUMINIZE WITH SPIRAL LOCK SYSTEM AND U DA 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. DAMPENING DEVICE AND SUPPORT GRID REQUIRED. SIDE HINGED INTAKE DOOR MODEL:203 200 X20 � 3).CEILING HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(SEE SECTIONS). CEILING MOUNT DISCHARGE DOOR:OG 11).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH QI 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. OWNER.ATTIC STAIR TO BE MIN.30"WIDE,250#CAPACITY. 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 13).INSULATE ALL EXTERIOR AND INTERIOR WALLS,SEE ENERGY COMPLIANCE REPORT.SPRAY FOAM INSULATION. 1ST. FLOOR LIVING SPACE: 1670.2.0 SQ. FT. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 2ND. FLOOR LIVING SPACE: 1015.8 SQ. FT. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 7).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS AREAS. GARAGE: 476.7 SQ. FT. t/1 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR x MICROLAM HEADERS. 15).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. ATTIC /STORAGE: 444.0 SQ. FT. 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 16).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. -BEARING WALLS, FRAMED COHIMNEYY/DUCT CHASES, ENTS LPAND INTERSECTING WALLS, PIIPE PENETRAT ON etc. 17).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS SCREENED IN PORCH: 211.3 SQ. FT. PER CODE. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS.etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. EAST COVERED PORCH: 223.3 SQ. FT. sy my" 4Y..JY; 18).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. WEST COVERED PORCH: 264.5 SQ. FT. � JN Shy DRAWN: MH J MS SCALE: 1/4"=1'-0" JOB#: �C November 16,2016 * 39 .d; a 1 SHEET NUMBER: a REVISIONS: - - - - - - - - - - - - - - - - - - - - - - - - i iA - -------- I r - - - - - - - - - n I 1 1 I I I I ------- 1 I I I I 12 i 4 LLo r — — — — — — — — — — — — -- - � SPLICE DORMER RAFTERS j w/MAIN ROOF RAFTERS MAIN RAFTERSOF II 2X12 LEAD COATED COPPE LAYOVER COVER EPDM,FLASHED I III SII l ) j I. I I I 3/4"T&G EXT.GRADE SHTG. I ' ' I ROOF POCKET I ROOF POCKET' ROOF POCKET PLATE ' I � III it I I I III I I I I 1!1112,1 '� ! I ! j 12' jIj 2X8 016"OC,PITCH 1/4:AWAY FROM HOUSE 11/4 1 1 I \ 2X4 KNEE WALL(TYP) --RR- CEILING)01ST l I i ;, ; ; Iz— — — — — — — — — — — — - DORMER ROOF BETWEEN I , RAFTERS BLOCKING I 1 I I 1il� TI: JOISTS I ' L__ ______________ ________ `_ I_ ______� ----- r------------------------- ---------- L t - 1 1 1 I I I 1 1 I I 1 I I I I 1 1 I I 1 I I 1 L — — — I I I I I I I I I 1 1 1 11 II I ' I I 11 I I ' I I ' fTl I I I I I 1 1 I I I ' I -� 1 - - - I I 1 1 1 1 1 I 1 I sX1rzx1 ----------------------------------------------------------------------- --- ----- ' r----------- ----- ------------------------------------- ---_qLAN9VER --, �t-� 1 1 I I 1 `--- ---CAY ER-- --- ---- ---� L--- 1 PLATE I 1 I r-------------------------------------------------------------------- I I O I I I I I r --- -- PATE 1 1 --- ' I I I ' X12; 12 1CNI ' ' ' I 1 I V-1 t u• +/- 1 1 11 11 I ' ' I 1 I 1 1 I I I ' I 1 ' 1 _ _ 12 a ' I a f I N N i t 1 1 I I � ' 1 1 i ' ' X X 1 1 1 1 I I I ' ' 1 1 ' V11, N N I I 1 1 I I 1 ' ' I 12 _ , ' 1012 ! El t�.CHIMNEY I I 1 1 I I II ION4 10 I I I I I I 10 , I 1 I 1 i O ' I II t IL------ -----------� 11 II I 1 ' O �i I 11 11 II I 1 ___ -----------� B I I 1 I I I I I I I I 1 1 1 � I I I I I I I I I 1 1 1 1 I I I 1 1 I I r -1 1-----------�1 ------ I 1 I I 2 1-3/4Xi4 ML RIDGE CATHEDRAL CEILING _ CRICKET I ; ' i i 1-3/4X14 ML RIDGE 1 I I 1 1 t 1-3/4X14 ML RIDGE ————————— ---------- ----- -------------- — ——- r--------- 12 — I I 5 Cl � � � 1 �----� •----, I I � ; 1 LL-0 Wit' ��v Q ' `----' `---- -� `--- -----------------------------• r---- ----------- ------ ' 1 --- - IO I c I z I t1' r--- ------------------------ ---' I i r--- ---------- ------ I I 12 I I I ;10 ; i 1 1 ! , I X VI 0' I I I I 1 1 N V\ .m'-I 12 1 IO 1 1 1 1 2x12 2X12 ' 1 P I LAYOVERAYOVER j O 12 i t 4 Cly I � 1 � / �J i ; PLATE (3)1-3/4X9-1/4 ML PLATE ; , �L 1 , 1 ' 1 I 1 I 1 I I t t l I I '�� I ; 10 ' I __--_,�O ; ' STEEL STEEL" I I I r i ICN f I 1 I r--� --------- i BRKT. BRKT] -----------' 11 11 ________ I I ..----------------- .. i I I I I I 1 1 ' O a ' _________________ _____________________________________ ____I I I 1 1 I I 1 I I I ------------------I;---------- ' 1 I 1 I I 1 1 4 I W ' i ' 1 @16"OC I STEEL � i STEEL p @ib"OC ------------------------- BRKT. a �' ;BRKT. 2 11 1 `-----------------------------' �------------------------- -� 12 1 X1 N — s 1 1 I 3CI t r 1 -_� Itl N i ' i �/ F-� ———————————— 1�1 —————————————————— ——————————————————— W ; ' I 1 W SIDING i i 12 i oP' Tli IT112 j'I j'I' -� --------- m�T I� 'I I IT� �1/4 12 I ' 110 I i 1 RR 10 COR-A-VENT ROOF-2-WALLF U I III o . III I. II 1 IT 1 ! I I I 16"OC I @ SIDEWALL VENT ii ------------- ----------- ------------- ------------- --------------- ------------ ------------ ------------ i 1 U 1 I I i 10 ° I 1 I � - - - - - ------ --------- - - - -- ---------------------------------------------------- ------}-----------f---------------------------------------, ' I I ROOF RAFTER FIRE B OCKING L CEILING 1015TAIR � 1 FLOW,' x o �i BEAD BOARD i , BLKG. W I I O N ¢+ 1-3/8 SOLID CROWN 1-3/8"SOLID CROW ROOF PLAN. 5 m PROJECT N0RTH1X4 TRIM BOARD 1X4 TRIM SOAR 1X6 BEAD BD.SOFFITS N LEAD "PDM PLASHED FI 3/4"T&G EXT.GRADE SHTG. O O H X2 BLOCKING SCALE. 1/4 = 1 E I ICU . 1X AZEK TRIM BOARD PS 400 COR-A-VENT VENT STRIP I I G Ci Cf) I).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING ( 2X6 @16.00, ( U m �' SIDING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. PITCH 1/4: � 2),ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE I AWAY HOUSE C14 I 00 ;~ v GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS I I .o W PORCH COLUMN COMPLETE. RR 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 1 3'•71/2"n I RR FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT I 2X4 KNEE PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. WALL MP) I USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT I 4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. W 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 I FLOOR Jo1sr I CJ TYPICAL PORCH DETAIL DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA I V LING u RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. BLo PORCH GIRDER BETWWEENEEN O 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO i JolSrs 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. I I 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. L — — — — — — — — — — _ — — J WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 01Emeq N OMM4 F-4 HALFROOFING 2X4 BLOCKING GUTTERTTER STORM WATER MANAGEMENT DETAILS / II ROOF AREA:3188 SO.FT. N.T.S. V E&CB SOFFIT 1X8 FASCIA FASde% OCIA WN X82-1/2" 8 2 -I-1/411 AT 100%WATER RUNOFF:533 CU.FT. v S-400 CORAVENT PROVIDE(2)8'DIA.X 8'D EP DRYWELLS , SOFFIT VENT STRIP (338 CU.FT.ea.) Q 5/4x13, 5/4X4 TOTAL DRYWELL CAPACITY:676 CU.FT. SINGLE BEAD HALF ROUND GUTTER FREIZE BOARD CROWN 5-1/211 „ NOTES: STANDARD 5 FRIEZE BD. 1X8 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. �*"'' 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. rs� ��•Y 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �7 EXTERIOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR OPENING METALS WITH PROTECTIVE BACKING PAINT. / 3.INSTALLATION: DRAWN: MH MS � w.':'; �•yV"�' � )(, n A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. .- n.� 1 z SCALE: 1/4°=1=0 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. ' U 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. * JOB#: a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND F November 16,2016 SOFFIT D DRY WELLS TO BE U MIN. ACCESSORIES, �,W' ' 1 0 .9 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT :r v �J�4 -� s SHEET NUMBER: RAKE DETAIL AWAY FROM HOUSE CONNECTORS. �� 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �+ Q F.' L+3�`� CONNECTION WATERTIGHT. k, 16" OVERHANG (TYPICAL) aOo o 0 4).PROTECTION: _ 1-1/2" 1 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. S CA L E■ = .L —0 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. r r REVISIONS: I � I I f I � / ► I I ` � ► / FASTENER TYPE: SPACING: No.a WOOD-SCREW /l BASEDANCHOR MENTLWITH I6.00 BA21o. EMBEDMENTLENGTH No.to woDD-satiws BASED ANCHOR WITH 16'OC 2M.EMBEDMENT LENGTH ► I 1 I I l i 1 1/,In.tlN.UGSCREW I I JJ ► I I BASED ANCigR W[TH 16'OC 1-3/4X14 21n.EMBEDMENT ML RIDGE � -1 I 11 ^, I SISTER DORMER RR TO • 2X12 LAYOVER 3/4"APA PLYWOOD MAROOF RR.USE PLATE SHEATHING II 1 1/Y APA WOOD (4)111/2'UTS&WASHERS •' (uTERNATPLYWOOD IVNED7II6'O.S.B) ' � �t � I • ' ' �1 ' I �I � w/NUTS&WAS`RS `� •�` 12 III 4 `• ® 1/Z"APA RATED SHEATHING � 1 1 r_O ' GRADF PLYWOOD ,, 3•� (ALTERNATIVIVE:7/16'O.S.BJ I y l 2A,70 l ti�0 X0 l DF#2 R FASTENER TYPE: SPACING: (� I /� 4{ 2X4 DFA2 I III /I I I I I ' @�6n No B WOOD-SCREW ' ` ' STUDS ' / I 12 (3)9-1/4 ML bC WINDOWSILL 22h EEMBEDMENTLENGTH NCHOR WITH f0 OC I \� ' I 41 �, TYPICAL WINDOW OPENING No.10 WOOD-SCREWS _ - R SED ANCHOR WITH 12"OC ( 1 1 ' I 1 1 ' I 1 PANEL SPAN EQUAL OR SMALLER 2n.EMBEDMENT LENGTH I I I ,► I ( i I l t ( I ii S, �1, 1 y - _ - - _-- a 2X8 DF#2 CJ 16"bC THAN 4 FEET v4N.ft.lAGscREW + 1 BASED ANCHOR WITH 16"OC 2x1.EMBEDMENT LENGTH TYPICAL DOOR OPENING 7 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIFs FASTENER TYPE. SPACING: Software Version 4.6.1 THAN6 FEET 2'2X,DF,2STUDS CONNECTED No BMANCH�� AND TOGS HER WITH STAINLESS STEEL EQUAL OR SMALLER BASED ANCHOR WfTH B"a t DR GALVINQED BOL15 W/WASHERS LEAD COATED COPPER N AND NS 0 2'-W D.C. Zn.EMBEDMENT LENGTH OVER EPDM.FLASHED No.10 WOOD-SCREWS 3/4'TBG EXT,GRADE SHTG. ire Certificate TYPICAL MULTIPLE OPENINGS &S.ft.ANCHORLSUEW s oc L"EMBEDMENT LENGTH O PANEL SPAN GREATER THAN 6 FEET 114h.ft.LAGSCREW I I ( � AND EQUAL OR SMALLER aASED ANCHOR WITH 16-OC qi THAN 8 FEET bo.EMBEDMENT LENGTH 00 vmc0vnOC* I- 2 AWAY F0.0M 12 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ao� HOOSE 1O 1� �11V" AD COATED R AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �@� ER EPDM.FLASHED f"+ r•4 Project WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" O� B'4XNE T&G EXT.GRADE SHTG. I � H P/L1 �y ` 2%4KNEE '� AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 1� WALL(TY% 2X6 @16-OC.PITCH 1/4:AWAY FROM HOUSE � � U GLAZED MENT HARDWARE D.(REFER TO 9.6.S AND TABLE 1609.1A OF N.Y.S.RESIDENTIAL Ertemy Code: ,2015 IECC ONSSTTRUCTIONOODE).�THIS WITH T ACSUBSTITUTION FORPDES GNEPRESSURE.ALL SECTION NINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - - - - ____------ 3/4"SUBFLOOR 14"711560 WOOD-f FJ @16"OC 2X8 DF#2 CJ @16"O LOCKING• N � �+ O ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO OVER. Location: Suffolk County, New York HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. U a/ Construction Type: Single-family -- - - „. � � P-( Project Type: flew Cions tnuction ------------ '11-Conditioned Floor Area: 0 ft2 1 1 (4)1-3/4X 11-7/8 - • J(4ML GIPOER/8 1 ML GIRDER (51ezing Area 14% 1 1 W C1i male Zane: 4 Permit Num C_r � �`/^/ U Permit Number. l 3 ? O 1 1F 1 1 � _ Construction Site: Owner/14gent. DesigrveenTontractor: 0) ; ; C COLUMN 1 1 1 CA- /y_�J GRADY HOUSE Mark Srhwertr,Architect � � w/6X6 ACQ 12X12 FG COLUMN 181T1'EK53h'EET LANE P.O.Bax 933 LJ w/6X6 ACQ SOUTN{)LD•!tY Cuochogue.NY 11935 1 1 1 631-734-4195 1 1 Irni�znrzfsibecteptonllne.lrset 111+ ITn 1114 va Iva �v+ +Tn 111+ 5/4 VERSA'.TEX CAP STYLE t t POST Fi"1 U AY. W U� UY' W VE SATEX PANEL SURROUND-► ' ' + E0. B H fH a STUD FRAME BASE s ' ' 4 n/a s na - - - - 14"TJI560 WOOD-1 FJ @16"OC (~ _.___�._.....,.._.�..._.......... -code0 - s Co I z C.o. ,va 2 2 x I 1 2X10 ACQ @16"OC C!] W Your VA: 398 Vaxlmur"1 S�ICC Q. Your SFTGG 4 Z7 n (4)2X8 ACQ GIRDER 4,6 4, 2X10 ACQ @16"OC 1 (4)2X8 ACQ GIRDER "is%Item „r W ix *Tfir+O►do Irdn,wfti b Ile r dcv�6D cw,.PGw-a*tlTIY houai a 6aald an c.&trsdia�F nom. 6 .• e 00,S NOr r�r on omd, opt d 1►TY111t�7r use or e'Dcs.,t6)@v1t to■mlrimur-A.'L�IIt}Lw+l. • .a 12-di.. 4• A C :• 12"dia. Q CONC. A p `y `g •D CONC. PIER `,�a D„ D e PIER Envelope Assemblies (4)1- X9-1/2 ,va ,va na na Tv, LTH Iva nrz M ►•�.P, 4j ML I DER �; 8"PC WALL °. d tI SINK SINK 0•�•• - • DAMPPROOF vs• ..+L►sr•=+k*.'+M.�.'viwea�1 .y',.".,...' FA.1 _ - ► 24"X24"XI2" 4,4 ♦ 24"X24"XI2" tqv. uv uv. PER CONIC.FTG. A CONIC.FTG. al�k� ♦ a Floor 1:All-Wood foi-#{Trus.^.Over Uncolnd-Thune'Spam 1,670 30.0 0.0 0.033 55 va Iva 1 z C.O. tvz Iva 3 'Jr.,t C. 2 B 2 C.O. p Wan 1:Wood Frame,l6'ox. 1.738 19.0 0.0 0.060 95 Window 1:Wood Fran-m-Mauble Pane w,i+Low-E 169 0.300 51 w SROC:0.28 �,4 i'4 4 d 4' CONC.SLAB 4: Window 2:Wood Frame:DoAle Pone 7wA Low-E 27 0.290 9 SLOPE"1/4"PER FOOT PITCH TO DRAIN - A D 'o,- F-1 roAPRovED . °v °•�.d °•�.d p � ' v•°' SWOC:0.25 TRAY HOOSE SET'TIC SYSTEM •v,- : ; JD•Oe-• "v,- . Q•!.IIIJ"v►�, Doar 1:Glens 62 0.300 19 24"X24"X12" •• 42"X42"X12"CONC.FTG. 16"X8"CONC.FTG. SROC:0.21 PLUMBING SCHEMATIC CONC.FTG. (4)#5 REBAR EACH WAY (2)#5 REBAR Door 2:Sand 62 0.290 17 N.T.S. W Wen 2:Wood Frame,IS"c.c. 1,150 19.0 0.0 0.060 60 W Wmdaw 3:Wood Frame.-DoAle Pone WTi'LI1 Low-E 131 0.300 39 SR,3C:0.28 SECTION A-A Q W Window 4:Wood Framte:Davble Pane wi+Low-E 17 0.290 5 , 1 H SHOC:0.25 I 1 Celing 1:Cathedral Ceiling ®0 30.0 0.0 0.034 3 SCALE: 1/4" = 1' � '-' U I I � HH•� Ceiling 2:Flat Oiling or Sc-1LmotIrTRbs 1,590 30.0 0.0 0.035 56 U t I 1-3/4X14 ML RIDGE � U t I I I , I ' ' II II II II 11 II II 11 II 11 II II 11 11 11 11 II I SPLICED DORMER RAFTERS It It 11 ' ' II II II 11 II 11 II 11 II II II II II II II II II 11 I O I I II II II I I I I II II 11 II 11 It II 11 II 11 II II 11 I I II I I 1,W/MATIN ROOF R({.FTER�1 II II I I I ' II II II II II II II 11 11 11 II II 11 11 II 11 11 II II 11 II II 11 II II Project Title: Report date: 11116171.6 I II II II II 2X110 DF#2 1 II I II II 11 I II II II 11 II II II 11 II II II I II II II II II II II II II II II II II II II II Data filename:C-AUSers0rafting Station'DocumentstREScheck'GPP.DY.rck Page 1 of 2 1 11 11 II RRI@16"CIC 11 II II 11 It II ,I II II 11 II II II II II II 11 II II II II 11 II II II 11 II II II II 11 11 II II I 1 I, 11 II II 11 II II 11 II 11 II II II II II II It II II II II II II tl II , I II II II II II II II 11 II tl II II II II 11 II II II II II II II 11 11 II I I II II II 11 II 11 II II 11 II II II II II II II II II 11 II II II 11 II II (2)1-3/4X14 ML RIDGEluigrMIQ gig Q ; ; 00 ; 1-3/4X14 ML RIDGE o 2X8 DF#2 C1@16"OC n n n u N + II It U 11 11 'I II It II It II II 11 II ' ' II II It II II t'n �'' 0 If 11 II 11 11 :I II 11 II II II II It II ' ' II 11 II II II - _ _ - II U 11 11 1 I II 11 II II II II II II ' ' I) 11 II II II III n II II 11 II II II II 2X81DF#2 GJ@161'OC II II II 11 II II 11 U III II II d +' 11 11 11 II 11 ',I II 11 II II II II II II ' ( II 11 II II II III II II II 11 II II II II II II II II 11 II 11 11 II 11 II 111 II II X �••�.-FI 11 11 II 11 IL II II II II II II 11 II II ' ' II II II II 11 111 II II II II II II II II II 11 11 11 11 II LJ tl II II II III II II O M ^ '4•A 11 11 11 11 I II 11 II II II II 11 11 II ' I II II II II II 11 II II II 11 11 11 II ,I II II 11 11 11 II �" L"7 O 11 II 11 II t II II 11 II II II 11 II 11 1 I II It II II It II II II II 11 II 11 II II II II 11 II II II III 11 II T {d 11 11 " H 11 II II II II II II 11 II II ' ' II 11 1 p" U 11 tl 11 11 II 11 11 11 II 11 11 II 11 / ' O O 0 11 11 11 II 1 11 II II II II II II II It / / (Sy v 11 It 1) 111 11 11 II II II II 11 II II If ,� •� U ';�'• '� 11 11 ATTIC �� ' II II II II II II II II II , , LOFT/ HALL II II II II II 11 II II II / O \ It 11 •• 11 O II II II II II II II II II I 44 �( U II II II 11 II II II II II 00 P 4 (� Q' �� 11 n 11 n II II II II II II II II II j Qit ^tl It II It 1 II II II 11 II II 11 II II / / r , 11 It 11 11 1 II II II II II II 11 II II 1 w (,[� Ln U � +' 11 11 11 11 11 ATTIC / STORAGE 1 it " " " " " " " 3/4"SUBFLOOR 3/4"SUBFLOOR O �+ 3/4"SUBFLOOR -_ - - N 0 W 14"TJ1560 WOOD4 FJ @16"OC MASTER BATH MASTER BEDROOM oo LIVING ROOM DINING KITCHEN -' ' - Q I MUDROOM 14"TJI560 WOOD-1 FJ @16"OC LU 1 DO -- � 1 tet' �t ¢ 1 W I I � ' 1 Ll < O O v 4OR FIRE RATED o GARAGE o 0 = OOR w/SC HINGEST rA 1 5/8 TYPE-X FIRE RATED SHEETROCKE:1u, &STEEL JAMB „ II I O ON WALLS AND CEILING p 2X6 ACQ SILL PLATE SOLID BLOCKING g II I LU UNDER TUB(rYP) N TERMITE SHIELD I OD " [V SILL SEAL - 3/4"SUBFLOOR 14"711560 WObD-I F1 16 O 3/4"SUBFLOOR i t (2)1-3/4X9-1/2 ML GIRDER (4)1-3/4X9-1/2 ML GIRDER •` 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC ie ♦• •• ♦ ♦. e e• • r ' AD AD e• a V p• WALL w I x Opti � 8"PC p (!J 8"PC WALL �• ;' --M _ - O DAMPPROOF 4;. STEEL LALLY STEEL LALLY STEEL LALLY 4:+ 16"X8"CONC.FTG. I c COLUMN COLUMN COLUMN v (2)#5 REBAR 1.d 4,4 44 t..... 4"CONC.SLAB 4"CONC.SLAB �v 4�y /♦ ? -- - - °• . ► °, d Y.` ► .d D.' ► d• y: ► d • J, ► d • P., ► d F. ► •' d Y: ► d• Y: d °• .1 ! ��a DRAWN: A v •' v °•. o °�.' .a v•°'.' . v• .' . v•°•.' .i o'• •' v•°•.• .i v•°•.' . a _ MH 1 MS SCALE: 1/4"=1'-0" �v , be- . b►' : "v- i D '� 've- D '� "v► D � 'v►• D � 'v►�. 0 � "ve D � •v►- J•v♦' . '..►� J vl � ►2 J ► J A 1 . ► J ► .J ► J . ♦',► J J•ve- . � 'OM1 .. v 16"X8"CONC.FTG. Fp• �{ 4^` IN I , ' n n n " n I I n n n n n , n n �� 'sF JOB tt: 36 X36"X12" 36"X36"X12 36"X36 X12 36 X60"X12' 42"X42'X12"CONC.FTG. 42"X42"X12 CONC.FTG. 42 X42"X12 C:ONC.FTG. 42 X42 X12'CONC.FTG. 42 X42 X12"CONC.FTG. y �-: (2)#5 REBAR CONC.FTG. CONC.FTG. CONC.FTG. CONC, FTG. (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY November 16,2016 � ' " y ® �. SHEET NUMBER: SECTION B-B i.a� �rz3�� SCALE: 1/4 = 1 ,C` 7 REVISIONS: LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: FOUNDATION 2ND.FLOOR: BASEMENT UNFINISHED CONCRETE UNFINISHED CONCRETE UNFINISHED LOFT 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING OAK RAILING,PAINTED SPINDLES STAIR FIR TREAD,PAINTED RISER FIR RAILING STAIR HALL 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING - LINEN CLOSET 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRiM POPLAR CASING 1ST.FLOOR LAUNDRY CHUTE 5/8"GYPSUM 5/8"GYPSUM POPLAR CASING LAUNDRY CHUTE w/SELF CLOSEINIG,LATCHING,DOOR ENTRY 5-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BEDROOM No.2 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING CLOSET 5-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING STAIR RED OAK TREAD,PAINTED RISER 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN OAK RAILING/POSTS,PAINTED SPINDLES BEDROOM No.3 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING MASTER BEDROOM 5-i/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING CLOSET 5-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BEDROOM No.4 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING MASTER BATH 8X8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING CLOSET 3-1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING HALL 5-i/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BATH No.2 8X8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRiM POPLAR CASING O A W LIVING ROOM 5-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN FIREPLACE MANTLE,BLUESTONE HEARTH BATH No.3 8X8 TiLE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING ^� U h-"-i DINING ROOM 5-1/2 SEL RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BEAM CEILING ATTIC/STORAGE UNFINISHED PLYWOOD 5/8"MOISTURE•RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING - �r W KITCHEN 5.1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BEAM CEILING ti WET BAR 5-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 0^ W LAUNDRY/PANTRY 5.1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN DRAiN PAN UNDER WASHER O�/ MUD ROOM BX8 TILE 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN COAT HOOKS.42"h WAINSCOTTING P4� p_q CLOSET 8X8 TILE 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN (4)CUBBIES,42"h WAINSCOTTING HALF BATH BX8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING GARAGE UNFINISHED CONCRETE 5/8"TYPE-X FIRE RATED GYPSUM 5/8"TYPE-X FIRE RATED GYPSUM POPLAR CASING POPLAR CROWN STAiR FIR TREAD,PAINTED RISER FIR RAILING EAST COVERED PORCH 5/4X4 MAHOGANY DECKING - 1X6 T&G V1 CB AZEK 5/4 AZEK CRAFTSMAN FG COLUMNS,VINY RAILING WEST COVERED PORCH 5/4X4 MAHOGANY DECKING 1X6 T&G V1 CB AZEK 5/4 AZEK 12X12 FG COLUMNS WEST SCREENED PORCH 5/04 MAHOGANY DECKING - IX6 T&G V1 CB AZEK 5/4 AZEK MAHOGANY SCREEN FRAME,BRONZE SCREENING TW MUDROOM PORCH 5/4X4 MAHOGANY DECKING VINYL RAILING V 1 O a OUTDOOR SHOWER: BLUESTONE 1X6 T&G VJCL.CEDAR CONNECT DRAiN TO DRYWELL W un O U � H U 0 N v i INTERIOR T NOTES: (2)2X8(RIPPED X6 NAtLE " x � � . HR lOb i/4 LUAN OVER HR 106 12 x DOWN TO 6) 3/4"X 3-1/2" FINISHED SHEETROCK 3/4"X 3-1/2" BL NG 3/4 THICK BIRCH c•� m 0 PW 1383 6" SHELVING 1). TRIM WORK TO BE SUPPLIED BY HUDSON RiVER MiLLS (631) 755-2271 (CROWN BY X6 NAILER O x o PHOENIX WOODWRIGHTS (631) 727-9691. PW1383 6" PW1383 6" HR 106 HR iP06 1/�4"X3/4"BEADED p 00 �: 2j. TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND HR 106 3/4"X 3-1/2" 3/4"X5-1/2" SHELF EDGING FL M298 FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, 3/4"X 3-1/2" 0 15/16"X 2-1/4" HR 4PO4 u co +' USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE iN ANY STRAIGHT 3/4"X3-1/2" LO +°1. RUN. STAGGER JOINTS iN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER (RIP) COFFERED CEILING DETAIL M ALL CORNERS. 1X3 BIRCH CLEAT (SIDES&BACK) N y DO NOT SPLICE TRIM.TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. 82"TO TOP OF , 3). ATTACH THE WORK SECURELY IN PLACE. NAIL HOLES TO FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY.MITER CORNERS.GLUE AND FINISHED FLOOR .0 W 9/16"X 5-1/2*s-12" a). NAILING: BLIND NAIL WHERE POSSIBLE, USE FiNISH NAILS WHERE EXPOSED. SET FASTEN CORNER JOINTS WITH FINISH NAILS. R, NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH (IF ANY). b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- " 13/16RX1g/8 " INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 3/a"THICK BIRCH �-� 16 _ W SHELVING (..r 4). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWi QUALITY d HR 106 GRADE SPECIFIED. U 3/4"X 3-1n" a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK 1/4x3/4"BEADED O CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID tSHELF EDGING R 2504 . - FIR DIA. HR2504-4,5,6 INSTALLATIONSCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. FIR POLE 1-1/16^ HICK b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. Ems, INTERIOR DOOR HR 1404 3/4^x 3/4^ 1X3 BIRCH CLEAT H 5). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): SIMPSON 8030 (SIDES&BACK) HR 106 66"TO TOP OF 3/4"x3.1/2" a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES 1-3/8n THICK FINISHED FLOOR ® WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS -811 THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF CRACKS. HR 112-7 U 3/4"X 7-1/4" 9A6' 7/8'HXTYPICAL CLOSET SHELVING. �� Ca� 1i*I �`�X1°0 .. DRAWN: MH/MS PA10, SCALE: 1/4"=1'-0" K' JOB#: `� Int November 16,2016 �• ��,� �',�' SHEET NUMBER: OF A�8 + ,;a E��:�-- REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUD ENDWALL CRIPPLE STUD o • BOTTOM PLATE o RIDGE HEADER LEDGER 0 BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ALL OPENINGS LSTA12 1-1 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD W THROUGH-ROOF EXHAUST a VENTS SELECTED AND " METAL STRAP LOCATED BY CONTRACTOR H CRICKET AT TOP-SIDE OF VENTILATION CHANNEL A RIM BOARD CHIMNEY AS REQUIRED r1 O RAFTER F�-� I SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U ' I I VENTILATION WOOD JOIST ►D SIDEWALL FLASHING FOUNDATION TOP PLATE B LOC KING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOC KING Z STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'O" O.C. �,.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR 50FFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS , ' GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL , ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INC HES THROUGH VENT WOOD JOIST W TOP r 0 L GIRDER/HEADER W SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"0C WOOD JOIST U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTHUSP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS () AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS C. 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O 0 TERMITE SHIELD �— SUB FLOOR N v SILL GASKETc o WOOD JOISTS c� ' NEOPRENE v CONC. SLAB GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE M o TYP. CONC. FOUNDATION n , m ; C 6 MIL. POLY V � DAMPPROOF EXTERIOR GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH O r x o 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS ® 48" o.c. STAG. ° V STEEL COLUMN A03 cuI~ CONC. SLAB No ,. ° G ' a C 'p p •C.° ° ` v ROOF JACK ,/ I ' , � � ' „ u STEEL BEAM t~ 00 . u d ° n o �. ANCHOR BOLT EMBEDMENT. . m +, e � COMPACT FILL r p (POURED CONCRETE: 7" `, 4' x 1/4" x 8" STEEL sp IB LOCK WALL: 15" ` I v V ° ° T— p � � � ROOFING OSHINGLATS ` ` TOP AND BOTTOM PLATE � U m r. KEYWAY FOOTING p /� Q.^ ,� Q d WITH 1/2" x 6" ANCHOR BOLT r ° CONC. FTG. 'p Q'p p' SIDES AND TOP 1/2" GROUT 00 ° ! ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS % N � v a i(USP LBPS58 OR BP583) % W �• A 1 I 3" STEEL COLUMN p REINFORCING BAR FOUNDATIOIN 5/8" DIA. ANCHOR BOLT f DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTINIG MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY( 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIIES 57" OC SLAB—ON—GRADE ROOF JACKS VENTS DETAIL O r--SUBFLOOR Q CONC. SLAB DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR GE JOIST USE 2X8N' 51,11 FOR B LOCKOUT STEEL BEAM ';•� 4" SLAB t • P.T. PLATE W/ 6X6 WMM � I SLOPE u 4"DRIVEWAY — � NOTCH JOIST AND ADJUST HEIGHT AIR , 1/2" ACE ° ,• (WITH A NAILING PLATE IF NEEDED) AT END AND �` < ► � <I y® � • e � �� " -,p a ° ° :< ° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD p�p ! p o STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS • " '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE p Q�`�Q --q�'--cc-----z d ' d ' Q �''�D a C �a 6X6 W.W.M. �° - - e - - - - - 12" ^ n ° � p p p I SUB FLOOR MIN. .p A ,f ° A '� L%'A Q'a 'A. ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p ! a ° „ !p •� n REINFORCING BAR = NOTC H EQUALS 1/4 DEPTH OF BEAM I - A p ° • • A • REINFORCING BAR e ° 01ST DRAIN TILELo—_1111id 2„ •° a s SHEET METAL / 30# FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CONC. BLOCK I _I I I STEEL BEAM T e q 3" PLATE (BOLTED TO BEAM .. yip."`d� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. , 3" MINIMUM BEARING SURFACE FOR WOOD BEAM w GARAGE DOOR BLOC KOUT �� "✓, D WN: MH/MS �11 SCALE: 1/4"=1'-0" �X ,._. BEAM POCKET �. r....�° I` _ �+ � JOB#: November 16,2016 r --} r• SHEET NUMBER: A�9 OF t4. d� � REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS CODE: 2015 IRC, 2016 NYS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WiND SEISMIC FROST WiNTER iCESHiELD FLOOD SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT 4"MAX. HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQ!UiRED MODERATE SLIGHT TO - ' I 20 PSF 130 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE 4"DIA. MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvanized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored ZJACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at$'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DiA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER I DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION I APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD rT� 6).Concrete piers shall be a minimum 6"above grade. FM 1-1/2"SPACE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored a MINIMUM to girder(s). O w 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS RAFTER A 9). Use Simpson hangers and anchors with Z-MAX trippte protective coating or equal z RAFTER for any contact with ACQ. O U POST O HANDRAIL NOTES: �]„l Z TOP PLATE All required handrails shall be of one of the following es O TOP PLATE q g tYP O BALUSTERS or provided equivalent graspability. n/ RIM/DECK JOIST0 1),Type I. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not greater than 2 inches. if the handrail not circular it shall have a OPEN BALUSTER ATTACHED TO WALL o perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNIECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-i/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN "_ " " CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both 4 6 RAFTER RT10 10-3/4 x 18ga.TYDOWN ANCHOR P g P g EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTERportion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shaft be 1-1/4 inches to a 4" DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 inches. O ►-a GIRDER/HEADER F+ ° NAILING SCHEDULE W Z JOIST POST/COLUMN ° ° ° W o ° ROOF SHEATHING- POST/COLUMN ATHIN : pd rn POST/COLUMN JOINT DESCRIPTION NAIL NAIL NOTES r F' QTY. SPACING F, U STRUCTURAL PANEL 8d AS PER TABLE 3.8 GIRDER/HEADER WFCM-SBC U r h-� U POST-TO-GiRDER/HEADER CONNECTION ROOF FRAMING: �•/ LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL•4-8d COMMO RAFTERTOE-NAIL LOCATION :TUSPNUMBERI DESCRIPTION= APPLICATION HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO EACH COLUMNCEILING JOIST 8'WALL: 3-8d COMMONEACH JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL CEILING JOiST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIIL +, CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 51 o OVER PARTITION WFCM-SBC LAP NAIIL .y COLLAR TIE AS PER TABLE 3.4 EACH FACEIUU o ®i STU TO RAFTER WFCM-SBC END NAIIL rn m 0 0 BEARING PLATE ` ' p.,v GIRDER BLOCKING EACH TOE ` ' X 0 2-8d COMMON P-; cz @ 1 TO RAFTER END NAIIL w u • • RIM BOARD EACH END a� 01 ° p 2 -16d COMMON 0 000 TO RAFTER END NAIL C4 -U ° WOOD 101St • v •',> ccc v m c�'n WALL FRAMING: 5 x • • LEDGER I I •°'� JOINT DESCRIPTION NAIL NAIL NOTES � U :°' ° GIRDER/HEADER 11 CONCRETE PIER c" QTY. SPACING N v E v WOOD JOiST WOOD JOIST - °•� TOP PLATE TO 2.I6d COMMO PER FACE NAIL ,0 W TOP PLATE FOOT °•' TOP PLATES AT JOINTS FACE • `" INTERSECTIONS 4-i6d COMMO EA.SIDE NAIL FLUSH JOISTS WiTH HEADERIGIRDER DOUBLE 2x STUD TO 2 -16d COMMO 24" FACE (MINIMUM) STUD O.C. NAIL tn CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE W LEDGER TO BE CONNECTED TO BLiDG. USING 1/2"DiA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 16d COMMON E•, IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I 1 LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END U REQUIRED i l PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAiL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O BOTTOM PLATE TO: I FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL FLASHING TUCKED UNDER I l END JOIST OR BLOCKING TOP PIECE OF SIDING AND N LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT JOiNT DESCRIPTION NAIL NAIL NOTES QTY. SPACING CONNECTED TO BLDG. @16"OC POST SILL,TOP PLATE OR GIRDER JOIST NI JOIST TO: STRINGER AIL pis• c MINIMUM 4-8d COMMON (2)THRU- END DISTANCE 2-8d COMMONEACH DOE BRIDGING BOLTS i TO JOIST END NAIL PB44 POST 4 ANCHOR diet- 0 BLOCKING EACH TOE FLOOR FRAMING n PIER to"TREAD o +•.• - MINIM M " TO JOiST 2-Sd COMMONEND NAIL Zx JOISTS °• o ' o END ANCE BLOCKING TO: EACH T(OE o. o •• •. 12"x12"12" V I r SILL OR TOP PLATE 3 -16d COMMO "> a o •• •., > BLOCK NIAIL GRA E < CONC.SIAB •^.,- • ::, •o ••$; CONCRETE FOOTING • - (AS RE Q•) LEDGER STRIP EACH FACE , BLOCKING FOR 101ST HANGER " 3 i6d COMMO TO BEAM JOIST NIAiL B^diet. y ° DECK PIER JOIST ON LEDGER PER TIO '• � LAG BOLTS •p o ! v corvc. v° PER PLAN •' 3-8d COMMO 3'-0 a- ° PIER °' HOLLOW COLUMN UPLIFT TO BEAM JOIST NI (tG• jy �;. RiM JOIST/BD. ° BAND JOIST PER o*', SIMPSON STRONG TIE MODEL STRRi/2 TO JOIST JOIST s �1 � "Y 4 DECK POST FTG. CONNECTION 3 -i6d COMMO 4 e ° .. °-: INSTALL AS PER MANUFACTURE'S RECOMENDATtONS o a ro y LOCATION USP NUMBER DESCRIPTION APPLICATION j t:_• ,. A�: N �x DRAWN: MH/MS BAND JOIST TO: PER .a'y SCALE: 1/4"=1'-0" 2-16d COMMO T iL ,� :�. J 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT �y DECK/PORCH LEDGER CONNECTION ',`.. ; JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING . '•• November 16,2016 SHEET NUMBER: - 1 REVISIONS: WIND FRAMING NOTES NAILING SCHIEDULE Y PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION (QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE l0'WALL: 4-Sd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFiCM - SBC LAP NAIL AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS OVER PARTITION WFiCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WF1CM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ( ) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under w NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these tans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W p p p p g P2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 Q p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE Z 4- 16d COMMON Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ^ p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Q H or exceeds manufacture's specifications and applicable codes. Type p EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p pp e 1 exterior shear walls with a minimum of 7/16 inch wood structural ane) on the exterior STUD 2 - 16d COMMON O.C. NAIL Sym.: U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 16" O.C. FACE 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON SMOKE &CO2 DETECTORS) ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 0 O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC U 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 20 ASF QTY. SPACING MODERATE SLIGHT TO - 3). Provide 1/2" expansion joint material between concrete slabs and abutting P y JOIST TO: PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 -8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5 . Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or, ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL O along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6j. Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3 - 16d COMMON attached with the above requirements. TO BEAM JOIST NAIL � W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 _ gd COMMON PER TOE � 7}. Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED 1N SCHEDULE NOTES ONLY. ^^ W C�7 N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END H x the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL g P P g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 U FRAMING NOTES �� g F SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. ) P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS� PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I'N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES � 3). Floors, walls, ceilings and wafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g JOINT DESCRIPTION n, Led er to be fastened to buildin with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) rn �' 0 Ledger g 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. rn a UU. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. d COOLERS 5 WALLBOARD 10 O.C . FIELD INTERIOR ZONE Sd COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 � � ° :� Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. C) " o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I N C>,: �" w M openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTESQW g ( ) P 7 . All joists to be supported orted with has hangers and anchors. Each Joist shall also be anchored �, openings between 4'1 and 6'0 and 2x6 wail openings between 5'11 and 8'9. Provide fire to girder(s). PP g JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 44 o Hl, u 00 and blocking where applicable. QTY. SPACING ,� u M 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed a zone attachment re uirements shall U M 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS rA Sd COMMON WFCM - SBC be used. g g q ii v anchors where applicable to all connecting joists. PLUMBING NOTES � 7/16 OSB 3 O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub:. ]). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 0 w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"thick mic:rolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). rn 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAI L NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. tj HVAC SYSTEM NOTES 8d COMMON O 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 12 O.C. FIELD as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based) on wall sheathing feet. Batts le blankets of mineral gg glass fiber shall be allowed as f+reblocking in walls constructed SOIL COMPACTION: g parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panes edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. rYy 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear ca acities, nailing re uirem�nts for structural �L,,i✓ j ELECTRICAL NOTES: P g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled or alternate connectors 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used ito maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. p g A ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foiot. INCLUDING SUBFLOOR,IS COMPLETE. �; • ' �r 3). All electrical work to comply with 2014 NEC. P 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �+A`a approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 F<: . ,„ ,u torch down type material over. and R315 of IRC. . „ .,,� .-- DRAWN: MH/MS SCALE: 1/4"=V-0,. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 4f A JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. /k November 16,2016 �+ ,* SHEET NUMBER: 01= lu - 1