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HomeMy WebLinkAbout43922-Z �o�OsuF¢QL'fcoG. Town of Southold 11/4/2021 y� P.O.Box 1179 0 v' 53095 Main Rd G4,1 �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42492 Date: 11/4/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 32635 CR 48,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-2-22.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2019 pursuant to which Building Permit No. 43922 dated 7/1/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered porch, entry deck and attached garage as applied for. The certificate is issued to Vanderpool, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0085 10/15/2021 ELECTRICAL CERTIFICATE NO. 43922 9/30/2021 PLUMBERS CERTIFICATION DATED 10/18/2021 K n Witt 0Aoz ignature S�fro.4 TOWN OF SOUTHOLD ��ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY y,�ol � �ao�tis 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#: 43922 Date: 7/1/2019 Permission is hereby granted to: Vanderpool, Susan PO Box 378 Peconic, NY 11958 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 32635 CR 48, Peconic SCTM # 473889 Sec/Block/Lot# 74.-2-22.1 Pursuant to application dated 6/17/2019 and approved by the Building Inspector. To expire on 12/30/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,692.80 CO -NEW DWELLING $50.00 Total: $1,742.80 9 Builds pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is - denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. �( New Construction: Old or Pre-existing Building: (check one) -7p IS Location of Property: House No. Street Hamlet Y Owner or Owners of Property: S lJ Suffolk County Tax Map No 1000, Section Block Z Lot Subdivision n Filed Map. Lot: Permit No. d' Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ?50 Applicant Signature fjf so Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 o - : sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Susan Vanderpool Address: 32635 CR 48 City,Peconic st: NY zip. 11958 Building Permit* 43922 Section 74 Block 2 Lot 22.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 45 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 41 4'LED Exit Fixtures Pump Other Equipment: Hood, Gas Oven, Fridge, DW, W/D, 200A Panel 42 Circuit/ 30 Used Notes. New House w/ Unfinished Storage Above Inspector Signature: Date: September 30, 2021 S.Devhn-Cert Electrical Compliance Form 1 Town Hail Annex l Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �, = Southold,NY 11971-0959 ��'l1UNT`t4��-j BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICAT_I.ON Date: Building Permit No. -L(-3 Owner: "cy J a Yl O A J fe 6, 2' �s (Please print) T 1 . Plumber:_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of OC-To Ar-k , 20 c -A Andrea J Hill Notary Public,State of New York tel` Reg.No.01 HI6414928 Qualified in Suffolk County Commission Expires March 08,2025 Notary Public, �'� SOF SOUIy # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION , [ UNDATION 1 ST [ ] ROUGH PL13G. [- . -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ` [ '] —FIREPLACE &CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ `] FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: + r f��14&Aovert ode 0 69I ` V�u� ��✓ .-Jr,''moo-6 —b i l lC-4 DATE INSPECTOR oe souyO # TOWN OF"-SOUTHOLD BUILDING DEPT. 765-1802 INSPEC PON - FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION -2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE RKS: V *t y P v totem Ck 6- hx)� �V AnC40".9 4 DATE INSPECTOR OF SOGTHp v # * TOWN OF SOUTHOLD BUILDING DEPT. �ycoulov, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ LECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE , INSPECTOR apF SOGTH h0� Ol0 * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST f '] OUGH PL13G. [ ] FOUNDATION 2ND -[ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ;] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ! v o/__B WAZ, _vf iAmA R(ftv,6' A�A ctone DATE YO 10D INSPECTOR OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]" SUL CAULKING } [ ] FRAMING /STRAPPING [ FINA �D ['' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -[Y ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: , �wCO- v tA - w __lAv . . ova �✓ +' � '�• �v��c7✓ t I 60 "4, ibr i'llIY Ali v 7 DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -= [ ] FIRE SAFETY-INSPECTION, - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: ONE nc � . o DATE oi SO INSPECTOR � � w Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PAss Your Result: 2.19 ACH50 (656.21 CFM50* 60/ 15000 ft3) Target <= 3 ACH50 Test Information Test Name Nico peconic middle road Test Date 2021-09-11 09:03 AM (UTC-4) Export id RHD1 JS02 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 32635 New Middle Rd City Peconic State NY Zip/postal Code 11958 Country United States Year Constructed Not available Elevation 13 ft Address Verified? Yes Building Latitude, Longitude 41.047521,-72.466625 GPS validation Latitude/Long is itude: 41.047591.-72.466261;Accuracy: 52 ft Estimated Distance From Address 78 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 72'F Pre-test Outdoor Temperature 70 'F Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 1800 ft2 Volume 18000 ft3 r ' 1 * eciRetrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 2.187 Induced House Pressure -51.47 Pa Corrected Flow 596.56 CFM @ 50 Pa Adjusted Flow 656.21 CFM @ 50 Pa Intercept 46.916 Slope 0.650 Test Results Test Data set 1 Flow Direction Depr(door e Gauge Location Insid Test fan location FronAverage baseline 0.75 Depressurize R suits Air changes at 50 Pa, n5o 1.9885 /hr Air leakage rate at 50 Pa, q5o 596.56 CFM Effective leakage area at 4 Pa, EfLA4 33 int Specific effective leakage area(floor)at 4 Pa, ELAF4 0.0182 int/ftz Normalized leakage area at 4 Pa,NLA4 182 Baseline Pressure,Initial (Pa) 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.7 0.7 0.7 Average baseline, initial 8P 01 0.75 AP oi- 0 AP 01+ 0.75 Baseline Duration 14 seconds Building pressure (Pa) -50.72 Induced pressure (Pa) -51.47 Fan Pressure [5000 - 134] (Pa) 96.6 Total flow qr(CFM) 609.99 Measured flow qm (CFM) 611.1 Total flow through envelope, genv(CFM) 608.81 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 46.986 46.986 46.986 Intercept, CL 46.916 46.916 46.916 Slope, n 0.650 0.650 0.650 2 Ali 01 Retrotec rCloud 4-K Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2), and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5. All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in "pilot only" mode for the Confirmed duration of the test. 3 a Y etrotec rCloud 3.5.1. Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit? (For example,defined by code or by an energy efficiency program. 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters -B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure, RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP-RPXK1 ° x K + K3XFP) XK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3 + BxFP2 + (CxFP) + D +( G - RP) xF 5 • . - � iCOIY=NTS FRO MA. 'FOUNDATION (ZND.) �L .L �. OW • i - � PLUMBING II INSULATION PER N.Y-. . /8TATE ENERGY CODE UWA RlUffa . .. v ` ,? "��Tr11 Ip MIA ILI � ADDrrIONALCol I N A :!� ver f • ■ 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 7 Survey Southoldtownny.gov PERMIT NO. 7 Check Septic Form N.Y.S.D.E.C. Trustees r r� C.O.Application �� �� � r� Flood Permit Examined ,20 •- Single&Separate Truss Identification Form ' JUN 1 7 2019 Storm-Water Assessment Form _.�� Contact: Approved ,201-1- ry j r Mail to: Disapproved a/c Phone: Expiration 20 _;0 Bui n In ector APPLICATION FOR BUILDING 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. cv,� ( ignature of applicant or name,if a�jcorporation) (Mailing address of applicant) J( qsg State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises S\-0-S Rwy a —���(AS J (As on the ta4 roll or latest deed) If applicant is a corporation, signature of duly authorized officer � 32,(, 5 M\,-�k,:!-. P� (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: 12 63 5 c� House Number Street Hamlet County Tax Map No. 1000 Section Block Z Lot Z� i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building t/ Addition Alteration Repair Removal Demolition Other Work r _ �•^ r" rj (Description) 4. Estimated Cost Fee` , } (To'be'paid on filing this application) 5. If dwelling, number of dwelling units -Number of dwelling'uniis on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent-of each type of use. 7. Dimensions of existing structures, if any: Front Rear `+ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number 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 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO`S 13. Will lot be re-graded? YESy NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises �Addf'ess �''���=� `� Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO L� * IF'YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSjEff , p co�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contra t) above named, (S)He is the --1 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 1 20 )C) ACEY L. DWyER X \ otary Pub is NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY / COMMISSION EXPIRES JUNE 30,20�� Scott-A. Russell ,��°Su�'�1�& ST01R.I\\l[WA\T]E1K SUPERVISOR MANAGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' R 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF TITS FO LOWINQ Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface.' ®❑ B. Excavation or filling involving more than 200 cubic yards of material i within any parcel or any contiguous area. ❑© C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ED E. Site preparation within the one-hundred-year floodplain as depicted f on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with—your Building Permit Application. APPLICANT+(Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date : District n NAME- Section — Block---- Lot--_------------------------- � f FOR BUILDING DE A:,ENT USE ONLY**** Contact Information frcW—Numbed I Reviewed By: - - — — — — — — — — — — — - - - -" Date - Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — 322 3� i��' �� i; Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required LJLI (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APDL.I— CANT• 1" y Owner, Design Professional,Ailont,Contractor,Orhor) S.C,T,M. 1000 `�'•' a°51J k CHAPTER' 236 I NANIE. 'Section Block 2tz. 1 Stormwatez� Mann ement Control Plan C ECY� LIST 2 � I Vwo ^a Date: S M C P -plan Requirements: Provide ONI'llE copy of the Building P mit Appllc2tt"on, !IIIJI,110� � - The applicant must provide a Complete Explanation and/or Real, n for not providing all Information that has been Required by the following Checklist! I.. A Site Plan drawn to scale Not Less that 60' to tl e Inch MUST If You answered No or NA to a show all of the following items; YES NO NA any Item, Tease Provide J tificatlon Herel a, Location & Dcscri tion of Property Boundarle' If You need additional room for explanatl•Ins, Please Prove additional Paper. b. Total Sile Acreage, r c, Existing - Natural & Man Made Features within 500 L,F, i Of the Site Boundary as required by§236-17(c)( 1, d, Teal l tole Data Indicating Soil Characteristics&Depth t Ground Water, e, Limns of Clearing & Area of Pro osed Land isturbance, EROSION &SEDIIMENT CONTROLS f. Existing & Proposed Contow s of the Shall include but not be limited Slte (Mini um Z Intervais) - g. LocaClon oi' all existing & proposed structure I roads, ine Con tr tion En r, t:li'Iveways, sidewalks, drainage impl•ovement & utilities, X i h, Spof Grades & Finish Floor Elevations for all existing& LT Proposed structures. K I. Location of proposed Swimming Pool and dis barge ring, 1 I. Location of proposed Sol] Stockpile Areas, k, Local ion of proposed Const uctlon Entrance/Staging A ea(s), I, Location of 21'Oposed concrete washout area(s, Int, Location of all proposed erosion&sediment control me 'ures. 2. Slormwater Management Control Plan must Include Calcul tions showing TO Ilia I the siormwater Improvements are sized to capture,sto e,and Infiltrate - on-rile the run-off from all impervious surfaces generated y a two(2")Inchft rainfall/storm event, at the rain 3. Details&Sectional Drawings for Stormwater practices are req Ired for approvah Ilcrlls re u!i•in details shall Include but not be II Ited to: 1 a. Erosion & SedilT)ent Controls, b. C'onstruclion Entrance & Site Access, C. Inlet Drainage Stl'uctUi'es (e.g,catch basins,trenc drains,etc.) i d, Leaching Structw es (erg. Infiltration basins,sw - ale etc,) - X ' I'�al! l•,i�Cl��l�;i.;l-I 1, r,:; 1,71. hr;rZ'r'A�IE;N'h uS�. �:, .:...:;i�,�:>«.....,..,,.,.,,.,....._._......,_. - ,_..,..,_...,...................:...,_.,:_.,...._.....,..._,...,.,_... , ! .,.,.,...,, .. .,., , r )NLY Revle�ved & I Additional information is Required, Approved By: I ElStormwater Mana e_ _ _ Management Control Plan is of Complete. 1 • Stormwater Management ' _ - Dale: ® /7 I g C' ntrol Plan is ornplete. 1 SMCP has been approved b}�the Enginee 'ng Department, FORM ' SWCP Check List -TOS MAY 2014 - J I ��S�fFOL,+r�0 � Gy BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD W • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # '786 Date 06—dA — 2020 Customer Name Swesand r Electrician Name zzl Address 32135 CIE HE7 NY jjq5A Phone to2) i _ 73 _ 01 e-mail e-mail CTA 'b opfon I ic,- Phone License#I 6A(� — F_Lq Size OLS A Phase . Overhead Underground X #of Meters .i. Remarks #of Underground Laterals 1 2 New Xj "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is olid for 90 d y fro the date ab e Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 SUN 2 5 2020 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: � 02 Company Name: 0 r A-2 Name: License No.: 1 /vemail: - Address: Phone No.: �3 66� JOB SITE INFORMATION (All Information Required) Name: ' co5c , Address: 3 3 eV Q Cross Street: Phone No.: Bldg.Permit#: Lf�A ap. email: Tax Map District: 1000 Section '��-f Block: Lot: as BRIEF DESCRIPTION OF WORK (Please)Print nyClea rI ) _r �j n1 Circle All That Apply: Is job ready for inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: E / NO Issued On �-Aq-2c727 Temp Information: (All information required) Service Size P 3 Ph Size: `d-60 A # Meters Old Meter# New Service- Fire Re onnect- Flood Reconnect- Service Reconnected - nderground verhead # Underground Laterals 1 2 =HF e Pole Work done on Service? Y N Additional Information: /,2/--4re� z�j4, Tam, PAYMENT DUE WITH APPLICATION 4P Request for Inspection Form.xls BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD t Town Hall Annex- 54375 Main Road - PO Box 1179 ' - Southold, New York 11971-0959 N 2 5 2020 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date- f 2- Company Name: ID r A-2-3 �f Name: License No.: °f /� email: - Address: p k"y �o4 L:,, . 4,4, Phone No.: -).3 66?-, JOB SITE INFORMATION (All inga4e?e/Idd6d formation Required) Name: �c�S�,� Address: AI ¢ Cross Street: Phone No.: Bldg.Permit#: L}�jq ap, email: Tax Map District: 1000 Section: 9Block: Lot: a a BRIEF DESCRIPTION OF WORK (Ple se Printf Clearly) p-m �6sN J f`� C t,3 C f a 140,.-e Circle All That Apply: Is job ready for inspection?: YE / NO Rough In Final Do you need a Temp Certificate?: E / NO- Issued On Temp Information: (All information required) Service Size P 3 Ph Size: `-'fJ 0 A #Meters Old Meter# New Service- Fire Re onnect- Flood Reconnect- Service Reconnected - ndergroun verhead �D# Underground Laterals 1 2fHFrarr'le Pole Work done on Service? Y N Additional Information- /,rI/��1� ��„l� ,Tam, PAYMENT DUE WITH APPLICATION Request for Inspection FormAs v �� PERMIT# Address: Switches Outlets GFI's ' SurfzIce Sconces NH's UCLts )� I C l GG CY - Fans Fridge HW C% Exhaust �� - " Oven _ Drye . , Smokes i DW; Service 1 Carbon ; le-ro'. v Generator - Combo - _ Cooktop Transfer AC AH Mini J Special: Comments: 9 exp, Go Q> Nov 2 3 2020 t PROPOS!=I7'.,. • - - - . -- . _ - _ ,.�-.__dr, _ ---.�� s+ :� � � � - ----------- 1,515 S.P. ___-------------------------------------------- s 45a S.P. ------- -- ~�•. r ,r ' Ile ' NJ � J J r' ---------- r' O `bpi 00 EROSION &SEDIMENT PROPOSED HAY BALES ' .- -- Shall include but not b AND/OR SILT FENGIN6 .-'' -'''- A well maintained Con `�- Wire Backed Silt Fenci PROPOSED I STORY FRAME ,~titin �'�, �•,� -r--' -''��'! -rr,,, Seeding of exposed ar, HOUSE WATER SERI.TGE �``` ,,`�,,,'• •,` `'`,,�', r,--''��- -r'- �O)Y/ POSED �\ ' O'O _ ST 2 GA't� �`�., •• `•�- APPROVAL POFSTORM ---- '.�, \,, '•`,,�, •.�` COMRO P N -To r `�• `•• �'\ Date:RIVE '� 1 q Y ���`�. ~�� �� ��` Approved by: ;'� ,-fr v �, ~~'••�,, �' .., �`•.� `'` STORM NATER MANAOEMENT CONTROL F ! r p ,''•.,`` ,''•.., - %,•' ---------------------- Sr-.AL j# SAL r � u? •� _ DRAIIVAGE INSPECTION Contact TOS Engineering Backfill, OR Provide Engi that the drainage ge has be f % V\ Y I 0S\4S° II �{ 18' MAX. G. TO G. V ' — =Z I I I F � N SL =J EMBED FILTER GLO =z 6 DE MIN. 6" INTO GROUND 4, —� NOTE: MAXIMUM DRAINAGEAREA COUNTY OF SUFFOLK D LCA❑ObLS JUN 1 1 2018 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE BUMDING DE". DEPARTMENT OF PUBLIC WORKS TOWN OF SOLIMOLD DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. ERIC M.HOFINIEISTER DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER Date: June 8,2018 Town of Southold PO Box 378 Peconic,NY 11958 To Whom It May Concern: This is our "subsequent response" to our review of revised plans that an applicant known as Susan Vanderpool has submitted to as in response to a previously "Disapproved" or "Approval Withheld" 239f submittal. The original 239f was submitted by your Department to us on May 10,2018,of which we responded to you and the applicant on May 21,2018 and June 4,2018. CR 4 48,Middle Road Project Name: Susan Vanderpool i i Applicant Name: Susan Vanderpool Project Location: Southold i SCTM 91000-74-2-22.1 X APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: At this time, Suffolk County Dept. of Public Works does not have an issue with the Town issuing a Building Permit for the above referenced project. Please reframe from issuing a Certificate of Occupancy until Suffolk County has approved all right-of-way improvements. By: WifflaM)Eli man,P.E. Chief Engineer This response supersedes any previous comments on this application. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER I (631)852-4100 335 YAPDANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4079 ! 14/0/F L1PA ! ! MAP OF PROPERTY / tea• - , . 1c, TO SHOP FOUNDATION LOCATION AT SOUTHOLD NOV 1 2 2019 TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-74-02-22.1 SCALE 1'-100'. NOVEMBER 5, 2019 Lf `• -F 1.6 o.� / P �o4Unj&-fion O� a vO C1- ���f OF NEW ME �`� .$• AREA= 9.593 ACRES (417,892 SO. FT) ANY ALTERATION OR A00ITION TO THIS SLRVEY ISA VIOLATION 49618 Y ,, OF 5ECTlON 72090E TFE NEW YORK 5TATE MICATION LAW. EXCEPT A5 PER SECTION 72109-SLOO/V/5/0N 2 ALL CERT/FICATION5 ( (6 �6 - 20" 31) 765-1797 HEREON ARE VALID FOR TH/5 MAP ANO COPIE'5 T/i�REOF O4LY /F / ,y P.O. §� SA/O MAP OR COPIES BEAR THE /APRE55E0 SEAL OF 77-E SLRVEYOR 1230 TRA LER` TREET 198-206 WHOSE s/c-m47L9E AFFEAR5 /�7CEON 12JO 7 LD, N.Y. 11971 'FR0,JE6T::/'26NINC7 PAT} ':`; ''. ` °;:''.; .:_` ,,. 51TE PLAN NOTES: TAX MAP # 1000--14-2-22.1 1. THI5 15 AN ARGHITEGT5 51TE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED ZONING DISTRICT R-80 GONFORMINO SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS THE Op1IPo° t �/ LOT AREA 417816.11 S.F. ARCHITECT'S BEST OF KNOWLEDGE AND Mu - WA5 OBTAINED FROM A SURVEY DATED MARCH 10, 201.7 PREPARED BY: FEMA FLOOD ZONE NA T. EASON LAND SURVEYOR WETLANDS DISTRICT NO 5505 NE50ON5ET HIGHWAY SUITE 2561 ti 1 Jf ' MT. SINAI, N.Y. 11-166 DEC P15MOT NO TEL. (631) 474-2200 ,s PROPOSED s s � ,• -------------------------------------------- , FIRST FLOOR AREA 1,515 S.F. ! ! rr ATTACHED GARAGE 481 S.F. lit I BEDROOM COUNT 3 ��0 ,`�w'• '; � ; � ; b � ' ..-'�! 1� f f 1 'mow. i� '�_.� � i � ; �'_ _- ''' '• r,/', 1 t ;%. ✓,, ----------------------------------- ------------52------------------------------ i ' �s�!`l``--_---,�'fr'ter:ffr.•''r LL, � Lu 1 -------------------- i r •'�, '� .% ''�,%;''rr' ------------ -------------------- OO ---------------- —23 ----------------------------------------------50 - 56 olv 0 � ° -✓'- ,r-' ter_' .-r'• O`vO J f .-'' ,_.' �✓._ _r'' ter,✓ ' I fl f PROPOSED I ;r- .r''�,_ -''r'' ✓�,. f ! 5TORY FRAME --'r•' 'r,•• HOU5E �� ��• `�,�� CP N 34 t f t 10 w\cv^ T PRQPOSED �titi `.,� , ,, Ut O f t Ex L f 2 CAP, � �• `. ` 40 t f 52 ti` ti �'�''• 50 N f� f f 'DRIVE Y ` Gt 26 26 (3 u FROPOSE17) SITE PLAN f ------------------- --- rr �, 24 SCALE: 1" = 60'—O.. _O , % 30 % f f �,r r✓'' 22 uj ! % z _► f 26 V' ,5..'.;'' ' - ! 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PECONIC NY 11958 'ti" a .r i� :..: :ro: . a,� s: , f ;4�..,.✓x�" ;' ': - "k" e, *' •'4'.•.;&4. -',£e, .r4. c`E'n ^'9' .4r «.;r a' `. .-ma 'r' .s " �' ,.:a` '„\'ir :J C\ttIC .J .-,. -: r"�,'s""'�,,�i, 8s �:':ra^ .�::us ,:. '* .a,�'' �s ,§. ..i,.: <c. - SUFFOLK COUNTY D.,^FAR,I+e:..�� Or ,.-..i.i'ri .. �^.'?, ��,�`�. -,� r..m- ,' ' .;" '`' ba.": .,:'. ';'% .. '' .. ', :r P,..a €' ., ate,.^.€�' .tip°" "'€' _ ~aan, �' � r�`t. , "'� « ,�f� � ,;. ,.,- u, :; .`, � .� °;�h' ,A... aw; DRAWING TITLE: s h••' :a^;•#: "f, ;.�'� Po;Y; .s ,,rt%a .,�` °"�' � MAY }� p"� "- A 2 ) �,..,,. 2Q14B - .ym'. -; .. �� ,. .'' s f'"Er .,''#' .::�;r�>✓,.�i r`s a`,. ��, �,..�i' `%. �: ." .>, ��+* ';: SITE PLAN Sit-4ne FaPFiL`I /'� "e' -8.' ).6eay, ..�i',�'- k"$,`'�; �-4• y`�`•at`-, dl 4 ,}':.!,{'aP' `sP' ,)'' ,� S' �.,• -.1�-.. ,p J y, Y . �g i .,f .� .�... .iy'+m y '�3;✓•,' M$'!,,:. �t 'b� `d."T>/ ,3. 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"> ,"rnaae 6�ti6¢.s�`- a .,.r+m150.\' �i'.a�:./,c..� ,,� ., < 500' OF SITE E30UNDARr NT5 DRAINAGE SYSTEM CALCULATIONS C.I. COVER 70 GRAD>r $" 'LOT";GOVEI�A�E " " " , ><;-< , " .:" . "" If46 ROOF AREA (PROPOSED)= 2,121 5cl. Ft. � TYP. 3RAFIrIC BEAR 2,121 5ct. Ft. X 0.i-I= 302 / % LOT CONCR7 362/42.2= e?h VERTICAL FT. OF &' DIA POOL REQUIRED DESCRIPTION AREA � !DrROP PROVIDE (3) 8' DIA. X 3' STORM DRAIN POOLS GO�/ERAGE 2'� 2'tdA7� so<;� ��� TOTAL LOT AREA 4178g6.q i DW 32 / PROPOSED HOUSE W/ GARAGE 2,004.0 S.P. 0.45% \ \ DECK REAR ENTRY \\` `• PROPOSED DECKS 165.0 S.P. 0.04% PROPOSED BASEMENT 5TA1 R GONG. PAD '74.0 S.P. 0.02% TOTAL AREA OF ALL 5TRUGTURE5 216x.0 S.P. 0.52% Dw MIN. /� BASEMENT MAXIMUM LOT C0V/ERAGE = 2030 PROPOSED STAIR \\ I STORY FRAME DRYWELL/DRAINAGE STRUCTURE NOTE: O n sAN!AGE = WATER SERVICE TO j ' r" `� A MINIMUM 10' 5EPARATION 15 j" REQUIRED BETHEEN HATER SERVICE Z / \ LINE/LATERALS/MAINS/5EPTIC/LEAGHIN6 MIN. DI I \\ /5EHER AND THE EDGE OF ALL = } n /// \ STORMWATER DRAINAGE LEACHING O'yt�. bs'.a \ 5TRUGTURE5 $ ST GONG. PAD \ PROPOSED ` LEADER NOTE: Lu :2 CARLP / GARAGE /� \`\ FROM CONNECGUTTER5 TO NEARET ALL LEADERS ST AREA OF / � � ,� XQ SEPTIC// COVERED FRONT \\\ DRYWELL. DDD""2AL S}PI 1 C JANK DETAILLLI U PORCH ss.o' ^. `\ Area of Construction Includes: NOTE: PITCH OF PIPE GETPIEEN BUILDING AND _ 0 \ New House 8 Garage SEPTIC TANK IS 11r f FT. MIN, New Porch Extent of Construction: 2.161 sc�.ft. USE DUMMY RINGS TO GRADE WHV REOURED Q � PROPOSED ` PROPOSED SANITARY 5Y5TEM: o // DEE GRAVEL ` Extent of Land Disturbance: v / 11500 s /- ` .ft.+ PROPOSED 1000 GAL. SEPTIC TANK n/ DW DRIVEHAY d \ a t (1) 6'X12' DEEP LEACHING POOL PROPOSED / PARKING `\\ Including structure, excavating, septic etc. I�- 50% EXPAN51ON LEAGHIN6 POOL / '"TO BE CONTAINED BEHIND 51LTFENGING TEST HOLE PROPOSED \ � {I,j'+j. / GRAVEL \ 5 5 EL 27.0 Covrg DRIVEWAY `\ �€ INV. / \ ARK BRO ? r �*� LOAM(OU *wwwn ROHN 51L 12! SAND lot �--' INV, 11�IN. mpcs�o R-41,3 TEST HOLE `` 1,000 GAWK Isr?i 71 3 / / ,. 5EPTIC TANK Himr,POOL // // `\ TO CO FINE 12+E:�f'EGTI1fE / / \\ TO COURSE DE}'TrI / / \ SANDMi�fYwM?�lEli ai la R.4FA Kww.wbrt x4rt...a a..;waww..rtrtrt / / / \ (SK ...........,.rtw ..,.:.:......_«......w..«.,.� .,...._ BOTTOM OF L? Elm. 12.3 ^'17.V'4TCP WATER IN �`��-� ^a �'��1�IT�.R��Y BROHN FINE TO COURSE J / SAND NOTE. HATER,ENCOUNTERED 136BELOW SURFACE COQ TO GRADE (Tyr.) 11' MIN. 2'MAX, do / (OMCCRRETTEG�B� / w n z SANITARYRINGS / -Co (G2 / / Q10, a 0 MIN. Nom' STORMWATER CONTROL PLAN © HOUSE GROUNDWATER °�� SCALE: I'-O" = 20'-O � " PROPOSED o DRAINAGE SYSTEM CALCULATIONS LEECHING "POOL DETAIL ". DRIVEWAY AREA (PROPOSED)= 3,204 5cj,. Ft. NOTE; PITCH OF PIPE BETWEEN SEPTIC TANK I 3,204 5ct. Ft. X 0.1-7= 545 AND CESSPOOL IS t/$" /FT MIN.1 T� 03740'b yo 545/42.2= 12. VERTICAL FT. OF 5' DIA POOL REQUIRED .1 PROVIDE (1) 8' DIA. X 3' b (2) &' DIA. X 5' 5TORM DRAIN POOLS OF NE� 8" THICK REINF ROE CONCRETE 24" DIA E R CF T LRON PROJECT: ( 15 0.0 - o GRASS SHOULDER AREA TYP. VA N D E R P O O L n ' 8" THICK TRAFFIC EINF RGE CONCRETE 24" DIAMETER CAST IRON RESIDENCE ME do 55 SHOULDER AREA TYP. PogEON� / 32635 MIDDLE ROAD --o� PECONIC, NY 11958 na I v -- -oNS� 1o� !rolls - =�( S\G �� / -�II- s ggqqqqqqqqq Wiz;> - III=1 _ _I;,, 70 z - o '�o�� / o �I—ISI `:yz ggqqqqqqqqq 'III"'_III_ fd; : DRAWING TITLE: I II—III :." 0 0 0 0 0 0 0 0 0° SITE PLAN-ENLARGED - I I=1 I I- .w... 1=III--I -i I I- _ O 711 i - / in f: ,^; JgggqqqqqqCl i i-1 �:';�r'::.:';°", qt Clggqqqqq ❑ 1 I I 1 11SITE DATA 0000000000 / ImI1= q B q q q q q q SEPTIC DE TAILS ; I _III_ - IF I i 11=1 11=1 / _ .:. I I=1 I►� _ ,,.o ;I 1 I—I I I- PAGE: —III—I OROUNP 200 STORM NATER MN1�CMNT CONTROL HATER UND _ 8' DIAMETER X 5'-O' DEEP PRECAST HATER GONGRETE LEAGHIN6 RING. 8' DIAMETER X 3'-O' DEEP PRECAST — CONCRETE LEACHING RING. PLAN a DR I\/ENAY ENTRANOE 2'-O" 2.O g'_O" 2'_O" DATE:04/23/19 2 OF 2 MIN. DIAMETER MIN. MIN. DIAMETER MIN. SCALE: I" = 20'-0" GLEAN SAND 4 GRAVEL FILL GLEAN SAND # GRAVEL FILL 7'rF I OAL 5EOT I ON LEACH I N5 POOL - PR I VENA)' TYF I OAL 5EOT I ON © L.EAOH I NC POOL - YARP SCALE: 1/4" = 1'-0" 50ALE: 1/4" = I'-0" OENERAL 5'**r i50L iGE1' : AINDOW CHART EXISTING TO BE DEMOLISHED • WARD WIRED SMOKE DETECTOR EGRESS 0 w/ BATTERY BACK-UP CLEAR EXISTING TO REMAIN WINDOW TYPE MODEL # IC�J6H OPENING, YdINDOW DIMENSION OPENING Q CARBON MONOXIDE GALL-OUT NEW WOOD FRAME (L.6. GO DETECTOR -- STL. WHEN APPLICABLE) WIDTW ! WEIGHT<. WIDTH HEIGHT (.� WARD WIRED SMOKE AND CARBON A -7--CASEMENT ��CNI! 2'=4 " 5'-C? ";:,. ..1 2'-4 " 4'-I I �" 8.6 5_F. a NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO ---------- WOOD FRAME (L..6. STL. w/ BATTERY BACK-UP ---- ------ - --- WHEN APPLICABLE) F~~ NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER ❑ MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST � FL FAN 8 LIGHT GOMBP POST FOR 4 WALLS w/ DAMPER (MIN. (2) 2"xb" 57RUCTURAL POST FOR b" WALLS), U.O.N. PROVIDE NEW EGRESS WINDOW WELL - 'ELITE' MODEL BY ROCKWELL OR EQUIVALENT FOUNDATION PLAN NOTES O TYPICAL P GONG, FOOTI IN 4 HALL GON5TRUGTION: 7 < • (2) 2"xb" P.T.BILL PLATES w/ COPPER TERMITE SHIELD LLJ # BILL SEAL • ANCHOR BOLTS A5 PER PAGE A-200 :- f- -.-•. _.._ _ . • P. GONG. FOUND.WALL. A5 PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL UPON _ _ _ _ _ „ • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR p ;p "fl _ _ _ A�O1 - - - 6 O _ - • B.O. FOOTING 3'-O"BELOW 6RADE MIN. O 4-� !272"x10" P.T. W ` • I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN O i APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) I _ 6 �+� (A> 2 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET `- - - - - - - - FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) f2) 1.'f5 x 75 GP 2.0E LVL GIRDER Ip f f -- - -- BEAM POCKET (T1'PJ - W._.. _.__ .,. ._.._.. __. - O I INg m 2 I � < Tyr, coL.- O3-1/2" O.D. 5GH. 40 GAL*✓. 5TL. COL. `x« (ASTM A125) E ... "' IE FRPROOF HOSE E3113: Y 4 FASTENED w/ MA50NRY ANCHORS (PRECISE I CID 1 .7 PROVIDE 4" POURED � , O LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) t► GONG. SLAB W/ !21 "x8" O v bxb-10x10 W.W.M. O V T {ip ,p O PROVIDE BETWEEN CENTER d `fl O I O FOUND 4 POST5 FOR Wp.,DErwr FOR EVERY 2005E � BLAB = 2 �; I FOUNDATION VENT K, �+ WD. P.T. POST # P.LONG. PIER UPON P. GONG. UPPER OF dJ- SECURED IN PLACE Q1 - ypp PAD FTG. A5 PER DECK DETAIL(TYP) I OF SPACE DURING PDUR; r a ¢ f PROVIDE 6 MIL POLY _ TYPICAL LEDGER BOARD ® EXT. DECK: I 8 ON 4" GRAVEL BASE O 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS BELOW SLAB # 2. SECURED w/(2) 5/5" m 2x2xl x 5" LONG H.D.6AL. LA6 'DEEP BOLTS m 161, O.G. P. GONG, FT6. s. INSTALL H.D, 6ALV, .JOIST HANOER5 BY 'SIMPSON' (OR (TYP) EQUAL) 1 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 # BENT OVER TOP EDGE OF LEDGER BD. PRO V DE NEW EGRESS2 2 5. BEE NOTED DETAIL WIND W WELL - 'ELITE' '� -L_ FOR WOOD STAIRS ® GRADE: MOD L BY ROCKWELL ;p i (?1 I.'f5 x 11.8-75 6P 2.0E LVL - OR EQUIVALENT 7 4" R P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON 1 .. ...,� ...mow.. �...� .. ,� ` 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS® _ L.� L11 L _J O � (2) II �" LVL MAX. I6" O.G., U.O.N. (MIN. s STRINGERS) 1-HOUR FIRE RATED CEILING ASSEMBLY: Aaoi "I UP � (J8 A5 PER 2015 IBC 8302.15 ALL WOOD 1-BEAMS OVER BASEMENT SHALL HAVE I-HOUR RATED FIRE ? NEd PROTECTION. SEE PETAIE. 7/A-`E00. .Opp UNFINISHED " (2) 11 J" LVL L 1 a BASEMENT A-,00 - SAFE6UARD5 DURING GC'NSTRUGTION NOTES: A r N T _ ! ._....__._, A • GONTRAGTOR SHALL OBSE=RVE: ALL 5AFE6UARD5 DURING N CONSTRUCTION A=f00 \ I2 " g PROV. NEW 45,000 1 A-loo / BTU FURNACE TO BE 3 _ = • THE PROTECTION OF PEDESTRIANS DURING CONSTRUCTION MUST BE I SELECTED;NOT TO �1 (2) I I �"IL tt MAINTAINED BY CONTRACTOR I A BE LESS THAN 125!5 5M/CO ->i E 18"xl2" DEEP " EFFICIENT 8 � P. GONG. E- ' PROV. 100 ►w r �REINFORGED W POURER CONCRETE ANPI� REINFORrI=MENT NO GALLON ry V CONT. FTG. - g 8 2 x2'xl' WATER �- O I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I DEEP P. HEATER b" P. L) FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND I GONG. REINFORCED - - DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS - I (TMPD 2 ! 1 )� .%'e FOUNDATION WALL 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION `� -' - - - - - - - - - -' - - - - - - - - SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR \ - d ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER ENCOUNTERED t (2) I.'T5 x 11.8'15 6P 2.OE LVL 61RD R 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN.OF 14 DAYS I s 4. ALL FOUNDATION WORK 5HALL BE 3,500 P51 POURED CONCRETE AT 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL PROVIDE SEPTIC I 1 /� ASTMA615 GRADE 60. I TRAP 4" LINE I _ a--roo j ;~, GONG. PAD FOR ?,F- Rc� TO SEPTIC N r - tY AG CONDENSER 6. UA_N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SYSTEM i,- - O -- �6 3 GA5 SHALL BE STAGGERED - -� - r -� m Y GENERATOR �. PROVIDE MECHANICAL io DEVICES TO HOLD 5T EEL $ HARDWARE IN 1 _ _ a •, (2J 2"x10" P.T. I PLACE AT TIME OF POURING, d MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUME3NE55 - -- - -- - - - - - - 2 61RDER �,a _ - �� _ 2 GAR GARAGE 6. GEMENT SHALL CONFORM TO ASTM G-ss FOR STANDARD WEIGHT " 14-0 -T-6-10" z`. :' 1'r: ,;"'i CONCRETE ti d b r Ir C- -I 2' GONGD FE 6. OF N [ f ` 'g�� 0.�74 d� yQ h (2) 2"xl0" P.T. CONGETE -GOLD WEATHER POURING d CONCRETE MIXTURE GIRDER 10-10" s , _ _ ,�._ �_ _ - m _ ';.`` I _ _ � ��' '. "•.. PROJECT: 1. THESE SPECIFICATIONS E5HALL APPLY FOR THE POURING OF _ r- C NGRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 5'42 2"- 5'-2y2' 1 b' PROVIf�E 4" ;__ _. _. _ POURED GONG. VA N D E R P00 L HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE � -,Y SLAB ON GRADE W/6x6-10x10 2. SPEGIFIGITY OF coNGRETE DE516N MIX SHALL BE BY OTHERS y I s:'s W.W.M. BETWEEN � • CENTER # UPPER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL O OF SLAB RESIDENCE CONFORM TO AGI 506. O _ SECURED IN 4. IN NO CASE SHALL GONC,RE I BE PLACED ON FROZEN GROUND / 1 PLACE DURING - SURFACES. FROZEN 6ROXND MAY BE REMOVED OR HEATED TO POUR ' ?' TEMPERATURES WITHIN 10• F OF CONCRETE. A-600 I .'.' ,: A-600 3263 MIDDLE ROAD 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 32635 REMOVE AS REQ'D. - - - _ - - - - _ - - - - - - _ PECONIC, N.Y. 11958 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE DRAWING TITLE: PERMITTED WHEN NEGEBBARY. T FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER AND SHALL BE WITHIN IO" F OF CONCRETE TEMPERATURE. FOUNDATION PLAN 8. CONCRETE 5HAI I BE AIR ENTRAINED FOR GOLD WEATHFR POURING. 45'-10" 1. NON-CHLORIDE,NON-GOF2R051VE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 �I �I PLAN 7 �{ (ASTM G414/G414M, TYPES G AND EE). F O U I ` D A T I O I `4 E L A I `1 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL AREAS EXCEED ONE SQUARE INCH, SCALE: I/4" = 1'-0" PAGE" 11. ONCE CONCRETE 15 PLA'-ED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS r AFL REACHED A COMPRESSIVE STREN6TH OF 800 PSI. 400 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI Sob i..�.> JUL _ DATE: 06/20/19 5 OF 12 h.Sr r , 6 . --- W 10 .. W 10 2 NEH roa--..tea.».,..- .ro <»-��:,,� -».«-,.,-.�«,-•.,,,«,,.,,.,<e.<..._,a,.,»»r...,.......,.,,,».�„a;,,»,.,..>..,,A.,®.._«-..,,�,,..,a� J ISI I-AI 'i•.---�,-...w-_.-��I;�.r.�IiI�-'liI-,��.-n\�w_,-•va-v.r.e:,rveear�aomaarnsia_..+�v�.�r,®�m .sx,e_,w•rro.,,m,._o.w.�r_.,*>.„.`•,�rnd;.•h�mce>,a,-re�,r^,,sr.✓-w,e,.rwavnLna,>.�mY<.»✓�.,;a,•a>:�sa»m.>s„_a+�a..a<ror^ws.+,zt,,„n>s�,-.Ya�_eas -as.-a,^sae.�,,rm,,v-M_^"....A,s.m,s4,,%m�,.aa.zowfi.af.N.a2rs.a_.i<Puv.,-_P._m__ra„-_�.-•r•✓rF-v.ir'-vTm9ii�•--r's•^--�.c,.ma_,J<__,s-.Jro.mF 1_i✓e v^dsyda`w_b ai^�e.'lm�_sIr_m�,,Fsar,.�e�_-a,Oad.-<ie.+.,r_u¢_av/._'.^_-,*r_ne—•_r_w_n-_a�.a:+�-e.-•_mw.n-mw”+I1i.a-'..>.�•r�.w..xI ��-,y„a_a.mva..Aw«v..r✓.me-e.ra.-r�._e.s�.rba�i,r.—e...u,,S+aw,wa-v�n_fmz-yYM'—.iI"•«<^-..`._^.mre�—�>.o-a,_s,�mr_r,,v._.«_-r,.w_�_-.v�.-O.a„._�s_,,�a^s.-r.as.a+_d_a_s•,..a^�r_.sswneu~n,„�erm�>v,.s.vm°a»wn.-,.�w�w�m^,-.a+w«.,,�.,,,�rs,,-w.crO-.,^nm,a—:v-.w<-.Rte+^sc-.roed,—d.»�~r ^,—.sm•..,-d.omm•v,»vd.m..•:ro,•�.•,1(.»^•_2.-�_m-w.'�e»y-ae,)w.te.—.O.aa. ,•u.-N.ec„ro,T._•" �s,�O—:E.el,a-.ei e•—aaF•x-rW..^5a.'✓^w:96.,«M:.. .e®'+n'R«.-,_s•,<�,—O.am-A_r�e�•"6ewW_•"e._:.�-a � E•:ad_,.ro»•-X1 x ,.,-,.»�:•n,.�.._.a.««.n'v.m.WOe.,,e„A«a n •--._, ._—W�.-,,.-......,,e,.�+w-Faa.✓�^.:_«',«.-^a-�...+v.,.,e.-ee....,e�ese.'m;%w.--w�.d--wBa ««”—^_.:_..^.:^...,,d:-,..._.--.'a--a•-+"^—"-"'--_.rtei;i �_._f..-.,-_�1w._{_.�,�,,>..,-,.-__«_--_....-..�-_I,.✓r"•_-,.•.a.. e��+« _ " / -_-5_/-_4_-"—x2___-” - —'AZ _E-K_ ' OR EQU ND w DOOR CN95 0 A LL NEW /EXIST. WINDOW(TYPJ NEW METAL RAILING QOVER BASEMENT z;wj RYWALLS it it _- [V NEW GONG. BASEMENT ENTRY STAIRWELL DOORS EAST ELEVATION (FRONT) NORTH ELEVATION (RICHT 51DF) 5GALE: 1/4" 1'-0" SCALE: 1/4" I'-O'r RwOU .......«e - 10 . fi 1:2ZZ �C-tv � , 3h7hf a �o ; 1 NEW 5/4"x2" rAZEKl (OR EQUAL) WINDOW - _________ DOOR GA51N6 ® NEW/EXIST. WIN DOORS (TYP) PROJECT: Lall - VANDERP�O OOt� ' L NEW METAL RAILING OVER BASEMENT ENTRY WALLS - - ---- ENTRY DECK RESIDENCE NEPq HOOD - - 32635 MIDDLE ROAD irk NEW5EW SAS METER PECONIC, N.Y. 11958 ENTRY STARw`LL PROVIDE NW EGRESS PROVIDE NEW EORE55 PROVIDE NEW EeRE55 DRAWING TITLE:wlNDaw weLL - .TE' wlNDow weu - 'ELITE' wlNDow weLL - ETE' ODEL BY ROCKWELL ODEL BY ROCKWELLMODEL BY ROCKWELL OR EOUIVALENr OMR EQUIVALENT R EQUIVALENT ELEVATIONS LL NF-5T FLEVATION (REAR) SOUTH FLF\/ATION (LE:fT SIDF-) 5GALE: 1/4" 1'-0" 5GALE; 1/4" 1'-0" PAGE: AAM800 DATE: 06/20/19 11 OF 1 2, NOTES $ SPECIFICATIONS CARPENTRY PLUMBING - f=A(5E � I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 8"75) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) --" ---"- - --- - --- - � IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEi�TFf15 CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING GODS AND NYC DEP REGULATIONS AND NYC T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACT'OR'S RESPONSIBILITY TO READ ALL NOTES, BUILDINGS BULLETIN 2008-005. INSULATION FENESTRATION REQUIREMENTS SPEGIFIGATIONS,AND BE FAMILIARIZED P4ITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN " TITLE PAGE-,------_,-- i a 8 MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. NYSE GG 2015 TABLE GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION COMPONENT PROPERTIES COMPLIES �• _ TO START UNTIL APPROVED FLANS ARE OBTAINED FROM THE NSU ATION. 51ZE OF SILL TO BE (2) 2"xb" UNLE55 (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. R402.I.2 I. NO WORK PROVIDE SILL SEAL/INSULATION.L _ _ --______- �... --- ••-e APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. MIN. R-13 + R-5 AS PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER R-13 CAVITY INSULATION 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR FOOT. EXTERIOR WOOD FRAME WALL R-VALUE R-5 CONTINUOUS INSULATION TABLE 402.1.2 OF NYS YES I r,,•'` I O� .O I GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. -- - --- - _ j _ ENERGY GORE - ZONE 4 �r STRUCTURAL DESIGN CHARTS 5TRUCTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISH WASHER.........................................2" R-50 - 10" OWENS MIN. R-49 AS PER TABLE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. ROOF R.-VALUE CORNING FOAMULAR 402.1.2 OF NYS ENERGY YES - KITCHEN SINK........................................2" AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2" 250 RIGID INSULATION GORE - CLIMATE ZONE 4 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6 /TUB. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - 5HOWER ..........................................2" NYSEGG 402.1.3 AND TABLES � ��°��� ,� I SITE PLAN - TOILET........................................................3" i U.O.N. _ �� WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM OF THE OWNER/BUILDER LAUNDRY .................................................2 LEAKAGE 0.30 GFM/SF U-FACTOR=0.35 MAXIMUM YES PROJECT/ZONING DATA -7. ALL BEAMS, GIRDERS, ETC,. To HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" t 5. ANY OMISSIONS OR D15GREPANGIE5 OFPLANS AND/OR JOB CONDITIONS AIR LEAKAGE=0.30 GFM/SF SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEEP BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" i MIN. R-49 AS PER TABLE WITH THE WORK. THROUGH ROOF. R-49 INSULATION 402.1.2 OF NYS ENERGY ---- --- -- 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE CEILING R-VALUE 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE CODE - CLIMATE ZONE 4 YES %$a� w 1^ I HOLDOWN,.AR�,HOR.- OLT P.T. -F. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN +E .. UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW _ -_ __________ 1 ' „ " ~' { 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. JT APPfI�� &irAILING DETAILS` "1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS -- _ _-_� ~yam ON PAGE A-I. GENERALLY, SHEATHING I5 OF 1/2 THICKNESS ON WALL5 AND BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL DESIGN LODS�� -- -'- 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL 00DE5. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. 7AE3L.E R501 .7 j f - APPLICABLE. FOUNDATION PLAN 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ALLOWABLE DEFLECTION OF STRUCTURAL MEM �� f~ =~----- 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. L BERS NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 1 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR To CONGEALMENT of PLUMBING. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. --.----------.--- II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PFIRST FLOOR PLAN W AlNO FINISHED CEILING ATTACHED TO RAFTERS ERMITTED RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN BV PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. 12. THE ARCHITECT 15 NOT RETAINED FOR, SUPERVISION OF THE WORK AND 15 _ U 14. PROVIDE 1XI OR055 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS J 8FOUNDATION. CONCRETE, AND MASONRY RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY '-O". INTERIOR HALLS 8 PARTITIONS � IH/180 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAG . CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT FLOORS $ PLASTERED CEILINGS -� Nl APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE E L/360 . Am50 ( f SECOND FLOOR PLAN 14. THE CONTRACTOR SHALL KEEP PREMI5E5 REA50NABLY GLEAN AT ALL SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FA5I-ENING SCHEDULE AS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ALL OTHER STRUCTURAL MEMBERS L/240 �I SAND LEAVE WORK f, RUBBISH, WASTE MATERIALS TOOLS ETC., GLEAN OLA5 ` RUB NECESSARY. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L BROOM GLEAN. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 i -----m�'"`��W �` _'w •� F 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. -- -------- - ------- - ___ _ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES THROUGH A-3 1 EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240FIRST AND ORDINANCES. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS JJJ�� sFIRST FLOOR STRUCTURAL PLAN ' I5. AT 'WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. OTHERWISE NOTED I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB [EXTERIOR WALL5= WIND LOADS V41 FLEXIBLE FINISHES L/120 - BUILDING SECTIONS `` a FLOOR SHALL NEVER EXCEED A I6 SPAN. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 5. HALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS I7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, A5 PER PAGE A-1 THROUGH A-3. UNTIL 151 TIER OF FRAMING 15 IN PLACE. ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND STRUGTURL DESIGN LOQ-4D5 ,��o ROOF FRAMING PLAN 2 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 7 0. "P.T." SPECIFIES PRE55UPE PRESERVATIVELY TREATED LUMBER IN , FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. - ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD DESIGN DETAILS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED USE LIVE LOAD ��EAP_LOAD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD 50LID WITH CONCRETE. -- __ ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER EXTERIOR BALCONIES 60 psf 15 psf --- ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, a ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE I �" BUILDING SECTION CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DECKS 40 psf 15 psf EMPLOYED R, ANY OF THEM, OR OR, ANANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. DAYS OF 4,000 P.5.1., U.O.N. BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN ff..•." - r± ,.- .. w PARTY INDEMNIFIED HEREUNDER. II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH _ W A. TRUS5 JOIST McMILLIAN IAE MIGROLAM 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER - 1I % _._...._ . O I B. GEORGIA PACIFIC 2.OE G-P LAM ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psfj . 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. j ! ELEVATIONS w BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.0E PAPALLAM ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf E � � } OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR P p O TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED A5 PER MANU. SPEC,s 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - _ � I j (U WALL TIE PER (3) SQ. FT. I �. � 1 u_ APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW HALLS, A PERFORATED SHEARWALL SYSTEM I5 USED. THE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ` . O AUTHORIZATION OF THE ARCHITECT/ENGINEER. NOTES, AND TABLES ON PAGES A-I, A-2, B A-3. THE FASTENING SCHEDULE - - r Q MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. SLEEPING ROOMS 30 psf 15 psf SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ------------ �� 0 ;PLUMBING RISER DIAGRAMS O NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. �r / ~ti 2 SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED FROM FOOTING TO 2" ABOVE FINISH GRADE. STAIRS 40 psf 15 psf j .,,..-- GAS MISER DIAGRAM „„„ w PERTAINING ARE TO BE FIELD VERIFIED. "-- � 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PE0.'s). -- - Q LL 20. CONTRACTOR TO REMOVE a RELOCATE AS REQUIRED ALL EXISTING WORK HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNID./FLOOR PLANS. I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES GUARDRAILS AND HANDRAILS 200 psf 15 psf 1 d O U WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN ILIKE MANNER. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO - _ � w 23. COLUMN BEARING AS FOLLOWS: CONCRETE SHALL BE PLACED ON FROZEN SURFACES. J O (D tY 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 20 psf 12 psf FOR ATTIC Z O Q TREATED WOOD 8 FLASHING. 5TEEL COLUMNS 6,5.E TO BEAR UPON FOUND. 1-7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ROOF LOADING (LIVE = GROUND SNOW LOAD) p 15 psf FOR CATH. � Q F-' w SPECIFICATIONS, UNLESS NOTED OTHERWISE. W = U) w WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRIN< GROUT ARCHITECT/ ENGINEER. 0 U w w 22. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® -_--___-11 Z (7 O UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 EXIST. WALLS S 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALL5 AND *ALL STRUCTURAL DESIGN 00N51DERA7ION5 ARE IN CONFORMANCE WITH Q Q Z COPYRIGHT PROTECTION ACT OF 1x90 (AWOPA), WHICH HAS SEVERE PENALTIES. F05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" WHERE EVER APPLICABLE. A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) O d z O WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). _ - � U U) (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE I9. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A U OO Z IZ I IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ MIN. 10" DEEP PROJECTING b" ON EACH SIDE of THE FOUNDATION WALL. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA w Q LL X STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, ii O PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Ill U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. ___ OU Q w/b" RISE 8 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS GROUND 5NOW LOAD 20 LBS li OU � w CODES AND REFERENCE STANDARD: SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED m Q I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY DEEP 4 3'-0" BELOW GRADE. iI BASIC WIND SPEED 130 MPHm N N MAINTENANCE CODE. I a� N 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, GQNNE0T70N5 OF GLASS WINDOWS AND DOORS EXPOSURE CATEGORY B II 0 j WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 HOOD FRAME I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. N MECHANICAL. FUEL GAS: CONSTRUCTION MANUAL BY AF 8 PA. J 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SEISMIC DESIGN CATEGORY B it I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING CLEARANCES ARE PROVIDED. - - ---.----a, > GODS. NYC MECHANICAL CODE AND FUEL GAS CODE WEATHERING SEVERE w 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, 1i MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. UNLE55WI OTHERWISE NOTED. FROST LINE DEPTH 3'-O" _ I MECHANICAL CONNECTIONS: 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 4. ALL GLA55 UNITS SHALL BE INSTALLED IN 5TRICT ACCORDANCE WITH TERMITE MODERATE TO HEAVY 4C• ALL MECHANICAL CONNECTIONS SPECIFIED NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. MANUFAGTURER'5 SPECIFICATIONS. I. SIMPSON' MAY BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I �'� •' 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY ICE BARRIER REQUIRED YES t r � "SIMPSON" MANUFACTURER. ENERGY CONSERVATION CODE. ---- --- ---'� ' 5 " 3. ALL LOADING CAPA01TIE5 SHALL MATCH EXACTLY OR EXCEED VALUES SITE WORK 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A PI5CREPANCY, '7. ALL EXTERIOR DOORS ARE TO BE WEATHERED 57RIPPED AND PROVIDE ALL4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RECEIVE CLARIFICATION FROM ARGHITECT/ENGINEER PRIOR TO PROCEEDING. SCREENS AND HARDWARE NECESSARY5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER FOR PROPER FUNCTION OF SUCH UNITS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN05. 8. ALL GLASS 15 TO BE FREE OF 5CRATCHE5 AND IMPERFECTIONS. GLASS 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED STOCKPILE ALL EXCAVATED MATERIALS. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ARCHITECT 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER PROJECT: ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR CONTRACTOR TO VERIFY THAT THE OHARACTERI5TICS OF THE WINDOW MATCH SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. THE CHARACTEPI5TI05 OF THE ANDERSEN WINDOW SPECIFIED. THE ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. `' CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, Y AN D E R POO L 5. PROTECT TREES WITHIN EIGHT FEET O'= THE BUILDING. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS REQUIREMENTS. GYPSUM WALL BOARD I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT RESIDENCE ELECTRICAL: 10. WINDOWS IN TUB/5HOWER ENCLOSURES ANC WITHIN STAIRWAYS SHALL BE COMPOUND METHOD. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TEMPERED GLASS. SS TO 2011 NATIONAL ELECTRIC CODE, NFPA -70 AND 2015 INTERNATIONAL ENERGY 2. ALL GYPSUM BOARD SHALL 15 AN (N WALLS AND CEILING, UNLEHF CONSERVATION GODS. OTHERWISE NOTED. WATER RESISTANT W.R.) AT BATHROOMS AND WHERE DEEMED APPLICABLE. 32635 MIDDLE ROAD 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ASPHALT ROOFING 5HINGLE5 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND HALLS COMPLETION OF WORK. 1. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET PECONIC, N.Y. . 11958 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA •72: SHINGLES OR APPROVED EQUAL. IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING - GENERALLY, VERIFY OR PROVIDE'_ HARD WIRED 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SMOKE DETECTORS w/BATTERY BACK-UP IN: CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE _DRAWING _TITLE: A. EACH SLEEPING ROOM AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. TAPED AND RECEIVE THREE COA75 OF JOINT COMPOUND. ALLOW 24 HOURS GENERAL NOTES B. OUT5IDE OF EACH SEPARATE 5LEEPIN5 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. PROJECT/ZONING DATA AREA IN THE IMMEDIATE VICINITY OF CONSTRUCTION THE BEDROOMS .(GENERALLY THE HALLWAY) 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. ACCORDANCE WITH MANUFACTURER'S I e G. EVERY LEVEL OF DWELLING 4. 4. ROOFING 15 TO BE APPLIED IN STRICT ACJ G;; v 0 (BASMENT, FIRST FLOOR, $ SECOND FLOOR, ETC.) SPECIFICATIONS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. 5. NAILING OF ROOFING SHALL BE TO CODE. PAGE: 6. CORROSION RE515TANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED INSULATION 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 10 1 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2:12 PITCHES TO 4:12 PITCHES FOIL TO BE PLACED TOWARD WARM SIDE. w 5. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. GAPE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. DATE: 3/30/21 . 2 OF 12 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: fl�f j - 9" R-30 FOR FLAT CEILINGS - 8.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS rf - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION �/ f - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS RCIJ I RIS ROUL.AT I ONS PROJECT / ZON I NO DATA lo.o' ,r REAR ENTRY o% , DECK LOT AREA = 41�,8g6.q S.F. ; R-80 GONFORMINO TAX MAP # 1000--14-2-22.1 ZONINO DISTRICT R-80 CONFORMING PROPOSED GOMPL I ES LOT AREA S.F. --- - --- --- - - - -- - -- 41-1,8 (6.� MINIMUM REG�U I RED NA BASEMENT FEMA FLOOD ZONE STAIR FRONT YARD -- / WETLANDS D I STRI CI NO -- _/� /I STORY FRAME// m ' SIDE YARD 20.0' 118.6' YES acv / / i' , --- -- =__ __ - -- _ . __ - - -- / HOUSE / DEG DISTRICT NO BOTH SIDE YARDS 45.0' 545.7 REAR -75.0 138.4 YL MAXIMUM PERM I TTED - -- - - - - ---- --- ------ - -- � ' FIRST FLOOR AREA 1,515 S.F. w . 4 BU I LD I NO HE I OHT 35.0 22.clYom.. GONG. PAD -- --- --1 - ------__-_----------; ATTA(f HED OARAOE 48cf S.F. , ----- - --2- � 2- ' I I� SES ---�� w ' PROPOSED i GAR / m' , NUMBER OF STORIES BEDROOM COUNT 3 ~ U - = J LOT COVERAOE - - - - ---- Q FRONT ;�.r; / —_– -- - - - -- - ;/ / /c LOT PORCH ;23.0' DESCRIPTION AREA COVERAOE TOTAL LOT AREA PROPOSED PROPOHOUSE WI'�O'ARAG1-11 E ' 2, ^4.0 S.F. 0 o ORAVEL - - -- _ - N DRIVEWAY PROPOSED DEGiG5 205.0 S.F. PAR<I NO PROPOSED BASEMENT STA AIR 4.0 S.F. ' - -- ` �I 47.0' TOTAL AREA OF ALL STiUGTUi?ES `w..... _.r ...... 2d1--5--�� MAXIMUM LOT GOVERAOE = 20% w PROPOSED o ORAVELU DRIVEWAY w 0 LL O J Q 'n 0 W U) � SITE PLAN `� W J N 0 ° w ow SCALE: 1'-O" = 10'-O" N O O O w w z O Q o = F- w cn Of 0\ o U SITE PLAN NOTES: - o Q Q z° S� -� Z I. THIS IS AN ARCHITECTS SITE PLAN 1$ IS a o z0 o U cn �o�� 0 O Z W SUBJECT TO VER I -I GATT ON BY A LICENSEE) b z 0 G F— SURVEYOR. THE I1�IFORMATION 0°��� �,,p�� o �> o REPRESENTED ON THIS SITE PLAN 15 THE M QO hb 0 m w ARCHITECT'S BEST OF KNOWLEDGE AND QQ� WAS OBTA I NED F5:OM A SURVEY Dw ATED QO N h F— MARCH 10, 201-7 PREPARED BY: N Q N V' T. EASON LAND SURVEYOR W 5505 NESGONSE 1' HIGHWAY PROPOSED I STORY SUITE 236 N FRAME HOUSE G) N M �_ - \ Q � PROPOSED 2 GAR "" ,., MT. SINAI, N.Y. II-166 V� ��.' , �, V \ 4. TEL. (631) 474-2:200 d';v GRA R L DRIB 5N St i n.a PROJECT: VANDERPOOL o ,Qo RESIDENCE o O u -- 32635 MIDDLE ROAD N u ��( � PECONIC, N.Y. 11958 O DRAWING TITLE: SITE PLAN PROJECT DATA PAGE: 0) A-;eu%jmvO DATE: 3/30/21`, 3 OF 12 SITE PLAN OEI ` ERAL 5",�M50L ENE" : - WINDOW CHART - EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR - SM w/ BATTERY BACK-UP -- -- - --_-------------- -- - -- ---CLEAR ; EXISTING TO REMAIN WINDOW TYPE MODEL # ROUGH OPENING WINDOW DIMENSION OPENING 0 CARBON MONOXIDE GALL-OUT NEW WOOD FRAME (L.G. GO DETECTOR 1.11pTH �4HEIOHT - WIDTH - HEIGHT STL. WHEN APPLICABLE) - __Ii: NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON A CASEMENT GWI5 Lz_4j 5 O 2-4 4 II 8.6 S.F. SM/GD MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP WHEN APPL I GABLE) 7 NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER " 50 G.F.M. EXHAUST aMIN. (2) 2x4" STRUCTURAL nFLFAN $ LIGHT GOMBP P05T FOR 4 WALL5 w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL ° 43'-10" POST FOR 6" WALL5), U.O.N. -_" FOUNDATION PLAN. NOTES -- _ - PROVIDE NEW EGRESS WINDOW WELL - 'ELITE' MODEL BY ROCKWELL OR EQUIVALENT -F8 I I A-6011 1 OO TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD \ 4'_l GIRDER f $ SILL SEALd • ANCHOR BOLTS AS PER PAGE A-200 • P. GONG. FOUND. WALL AS PER DETAIL UPON _X • P. GONG. FOOTING AS PER DETAIL UPON r' - - - - - -6-0 - - - V • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR F W • B.O. FOOTING V-O" BELOW GRADE MIN. ]> U • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) PROVIDE NEW EGRESS o \ O • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / WINDOW WELL - 'ELITE' 1 - - - 7(:2) 2„x8„ (� �I STOOPS (WHEN APPLICABLE) MODEL BY ROCKWELL m . • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET OR EQUIVALENT - - - - - - - - - - - -- - - - -- - - - -- - -- f'` 2 Q FOR HEIGHT OF WALL 8 SLAB (WHEN APPLIGABLEJ (2) 1."15 x 11.515 6P 2.0E LVL GIRDER BEAM POCKET (TYP.) o m s 1 0 TYP. STL. COL. I 1 " O3 3-I/2" O.D. SGH. 40 GALV. STL. COL. (ASTM AI23) FREEZE PROOF HOSE BIB: (2) a O FASTENED w/MASONRY ANCHORS (PRECISE HDR' -� PROVIDE 4" POURED LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) m � GONG. SLAB W/ IL A O v 6x6-10x10 W.W.M. O V R WD. DECK: SIZEPROVG BIIDE LGO I FOUNDATIOPROVN VENT BETWEEN CENTER d O b OFOUND 4 P05T5 FOR _ _ UPPER OF SLAB WD. P.T. POST 8 P. GONG. PIER UPON P. GONG. DOOR; INSTALL '• � - `� FOR EVERY 2005E � - Q 2 PAD FTG. AS PER DECK DETAIL (TYP.) A5 PER MANU. ® OF FOUNDATION SECURED IN PLACE ©® A_7� SPECS. SPACE DURING POUR; t- _ _ _ - PROVIDE 6 MIL POLY = TYPICAL LEDGER BOARD -a E:XT. DECK: F 8 ON 4" GRAVEL BASE O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I BELOW SLAB 2. SECURED w/ (2) 5/a" 0 x 5" LONG H.D. GAL. LAG 2'x2'xl' DEEP BOLTS ® 16" O.G. P. GONG. FTG. 3. INSTALL H.D. GALV. JO15T HANGERS BY 'SIMPSON' (OR r til I (2) 2"x5" (TYP•) EQUAL) :t to HDR. O 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO 4 I U BENT OVER TOP EDGE OF LEDGER BD. 3 5. SEE NOTED DETAIL 2 W (2) L' 5 x 11.515 GP 2.OE LVL ODER FOR WOOD STAIRS a GRADE_ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ � O 4" THK. P. GONG. PAD a" WIDE x REa'D LENGTH UPONO 6'-0" (2) 11 �" LVL -J, w 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® -1 - -�. - MAX. I6" O.G., U.O.N. (MIN. 3 STRINGERS) q .: b'-6" b'-6" 8'-6" I b'-6" I 5'-6" I-HOUR FIRE RATED GE I L I NG ASSEMBLY: 5 A-601 1 _ UP � O AS PER 2015 IBC R302.13 ALL WOOD I-BEAMS OVER BASEMENT SHALL HAVE I-HOUR RATED FIRE m I �� } I Q W PROTECTION. SEE DETAIL 1/A-"100. -� Z UNF I N I SHED "�) (2) 11 J" LVL I 2�x6� I cn O w o BULKHEAD ENCLOSURE STAIRWAY: m _ - - w O p I B/�S�M�NT o Q 0 Q O I. PER IBC 8311.•7.10.2 STAIRWAYS SERVING - � A--too ,� ~ Z O � BULKHEAD ENCLOSURES,N07 PART OF THE t- ® N - w REWIRED BUILDING EGRESS, SHALL BE EXEMPT � - _ I `- I � � U Uj x FROM IBC 8311.3 AND IBC 8311.1 N p W W 2. PROV. WOOD TREADS ATTACHED TO 2Xa A-100 45,000 I f A-700 Q Z U CJ LEDGER BOARD. in BTU �URNAV. wE TO BE 3 - Z Q Z 3. FASTEN LEDGER BOARD WITH (2) J"-P X 5" LONG SELECTED;NOT TO (2) II �" LVL O U APPROVED MASONRY ANCHORS ® I6 O.G. 5 BE LE55 THAN X12% 5M/GO ->► I W'XI2' DEEP O Z Z 4. PROVIDE FLASHING AT WOOD/GONG. EFFICIENT _ a �P. GONG. H 0 O p W CONNECTIONS PROV. 100 ( I V G01NT.OFTG.D o Q W (2) 2'x5 GALLON N J 0 W HDR. 2'x2'xI, WATER O _1 Z DEEP P. HEATER b" P. U m m w Q SAFEGUARDS DURING CONSTRUCTION NOTES: I •� REINFORCED • CONTRACTOR SHALL OBSERVE ALL SAFEGUARDS DURING A GONG. - 0 0 FOUNDATION rn N N (TYP) 2 \` / WALL N co CONSTRUCTION FTG. l • THE PROTECTION OF PEDE5TRIAN5 DURING GONSTRUGTON MUST BE : I - - - - - - - - - - - - - - - - - - I C MAINTAINED BY CONTRACTOR PROVIDE NEW EORF-55 WINDOW WELL - 'ELITE' - (2) 1.715 x 11.515 GP 2.0E LVL GIRDER MODEL BY tti 2 I- 3 - - - - - - - - - - - - - - - - I W POURED CONCRETE AND STEEL REINP`ORGEMENT NOTES: ROCKWELL OR m EQUIVALENT 10' I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT _ FOUNDATIONS BY AN ANGLE OF qS° PROJECTED OUTWARD AND -- _ DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS f PROVIDE SEPTIC ' 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION I FOR TRAP +E 4" LINE o - - A-roo AG CONDENSER `} TO SEPTIC N O - -- - --- N SHALL BE DEWATERED. THE FOUR SITE SHALL REMAIN DRY FOR _ _ '- 1 �. � - � •y` ,-"`•,' ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER - SYSTEM - - - - a - - J O GENERATOR rp ENCOUNTERED L m ° d I I I [4 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS (2) 2"xIO" F.T. GIRDER 4. ALL FOUNDATION WORK SHALL BE'- 3,500 PSI POURED CONCRETE AT 2 2 GAR GARAGE, 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE 14'-0"- 6'-i0" � - � 2'x2'x I' DEEP 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL (L : I P. GONG. FTG. A5TMA615 GRADE 60. - �_ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 5 cN a (2) 2"xIO" P.T. SHALL BE STAGGERED _ _GIRDER _ _ _ 10'-10" 3 1. PROVIDE MECHANICAL DEVICES '70 HOLD STEEL 6 HARDWARE IN - - - - - - - - - - - - - - -' PROJECT: PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 5'-2,V2" 5'-2Y2"-�I 6'-10" PROVIDE 4" COVERAGE5, AND PLUM5NE55 - - - - - - - - POURED GONG. i �� ®E 1 SLAB ON GRADE 3'-O" W/6x6-10x10 RPOOL a. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT W.W.M. BETWEEN CONCRETE 1 0 CENTER d UPPER RESIDENCE 00 D Q 'fl OF SLAB SECURED IN PLACE DURING m GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE POUR I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF p_O0 I A-600 32635"NIIDDLE ROAD CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE PECONIC, N.Y. 11953 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL DRAWING .TITLE: CONFORM TO AGI 306. _ - - - - - - - - _ - 2-s" 1'-10" FOUNDATION PLAN 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 20'-10" 23'-O" SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN IO° F OF C,ONCRETE. 5. IN No CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REQ'D. FOUNDATION i�L1�N 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. 5GAL1=: I/4" I'-o" PAGE: 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. Ift a. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. Aa 40%jm %j 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 (ASTM G494/G4,14M, TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL �' DATE: 3/30/21 5 OF 12 AREAS EXCEED ONE SQUARE INCH. ;\, 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED t �\ TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 500 PSI. '�ri 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 f f ___.___- i 0ENERAL` ERAL 5��50L ENE : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIhd O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR STL. WHEN APPLICABLE) Q HARD WIRED SMOKE AND CARBON NEW PARTIAL H)=15HT WOOD FRAME (L.G. 5TL. SM/GO w�BAT DRY BACK-UP COMBO WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST FL FAN S LIGHT GOMBP POST FOR 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRU(%TURAL POST FOR 6" WALLS), U.O.N. FLOOR PLAN NOTE5 FLOOR PLAN NOTES j NATURAL LIGHT VENTILATION O DOOR NOTE: ELECTRICAL METER: W I. INSTALL NEW INTERIOR DOORS WHEN GALLED O NEW ELECTRICAL METER; INSTALL AS FLOOR AREA 128 S.F. OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). PER NYS MECH. CODE, $ UTILITY CO. ' 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED STANDARDS;UNDERGROUND SERVICE. % REQ. OUT ON PLANS BY 'THERMATRU' (OR £:QUAL). l DN. S.F. C) �� 10._011PROV. 3.DOOR TYPE TO SELECTW 4.INSTALL AS PER MANU SPEG.'s ELECTRICAL PANEL: NATURAL LIGHTS VENTILATION LIGHTING;MIN. 8% OqOF FLOOR AREA 10.2 S.F. 44.0 S.F. NEW 250 AMP ELECTRICAL PANEL F- LOCATION;ALL INSTALLATION AS FLOOR AREA 168 S.F. ! VENTILATION;MIN. _ U STAIR S RAILING NOTE: PER NY5 ELECTRICAL CODEJ O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI � O � �. 1-6-0116-O 4% OF FLOOR 5.1 S.F. 22.8 S.F. % REQ. S.F. O O AREA � S MIN. q" Tr - R15ER5 SHALL BE CLOSED FIR ` 2. 42" HIGH GUARDRAIL $ SPINDLE SF'AGINS NEW ATTIC ACCESS - PULL DOWN STAIR: D NOT TO ALLOW PASSAGE OFA 4" <D SPHERE; 10 I. MIN. 350 # CAPACITY LIGHTING;MIN. 8% 15.4 5.F. 44.0 S.F. D 36" HIGH HANDRAIL S SPINDLE SPACING NOT 2.SIZE TO FIT MECH. EQUIP. THROUGH E FLOOR AREA II/ 'II// b'-O" q'-`Y2" 3'-Y2" �2' F X31- 211 4 5 TO ALLOW PASSAGE OF A 4" (P SPHERE OPENING (MIN. 22"x30') VENTILATION;MIN. ENTRY DECK 3.1 HR FIRE RATED 4% OF FLOOR 6.7 S.F. 22.8 S.F. j � tet•" �M1i N �� 3. GRIPPABLE RAIL AS PER CODE J J 111-01. 4.DBL. FRAMING WHEN NEW OPENING AREA .° 7 5. INSTALL AS PER MANU. SPEC.'S SMOKE DETECTOR / Go DETEGTOfZ NOTES: 2.OE LVL HEADER I. CONTRACTOR SHALL PROVIDE CODE: COMPLIANT NEW GAS METER: EC SMOKE /CARBON MONOXIDE COMBINATION DETTOR II HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. INSTALL NEW GAS METER REGULATOR / - 4 5 VENT AS PER NYS MEGH. CODE, FUEL GA5 �� Ff 2.INSTALL ALL AS PER MANU. SPEC.s \ I I'-O O'{ CODE, $ UTILITY CO. STANDARDS. OAS 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR w. 5 '�' cV - BEDROOM pi IN COMPLIANCE WITH LOCAL GORE U) iN, METER SHALL BE POSITIONED ® GRADE m i WINDOW NOTE: 4 5 H 6 O I. ALL NEW WINDOW5 SHALL BE ANDERSEN 400 D SERIES; INSTALL AS PER MANU. SPEC.'S. FOR _ SUBSTITUTIONS, SEE NOTE #q IN "GLA55 WINDOWS G 0i 3 I 5 Q AND DOORS" ON PAGE A-100 MASTER = _ 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS SHALL HAVE STRAIGHT ARM HINGE 5 • DN. PROVIDE NEW v BEDROOM m 5 111 4.ALL GLAZING WITH N 18DOF NNVNS TO BE SIZE C. 511-00 GL. AS MA Q 0 v _............._ ._.._._ SM/GO I` 4_ a a - _ 5" TILT WASH 4 = Q � �. `r F- - _ SPECS. �'_ cV - LIl,/ING ROOM -m - GL. O O ® N - 4 J EGRE55 NOTE: ' GA5 IN COMPLIANCE WITH NEW YORK STATE BUILDING 3 f ,� - w CODE, SECTION R310.2.1;THE FOLLOWIN5 MEANS OF I 5 ;' FIREPLACE _ EGRESS SHALL BE FOLLOWED: 15 Q 3 j BATHROOM j - LL O _ SM/GO O uJ 1 10 1 w NET CLEAR OFENIN6........... 5.'1 S.F. 1 ^ / NOTE (TYP): x Q h --- --- - U � \C\ + • ; DBL. POST UNDER DBL HEADERS nIQ 1 1 J NET CLEAR HEIGHT............... 24" MINIMUM x \ / \ sus w = - - C a 5M/GO TpL. POST UNDER TPL. HEADERS POST ABOVE m 3 T Q NET CLEAR WIDTH................. 20' MINIMUM n \� � �,, � -- - _ -�1'-5y2" � �' � DBL. POST TO ___ +s L -I 5 I 4 0 WINDOW/ DOOR FRAMING: I q'-O • �,I 1 5 -- - W 5 SEE PAGE A-300 FOR FRAMING _ 4 O 3'-O" SM/GO ! c� ® Z cf O ELEMENTS AROUND DOORS AND - 3'-6" _ to T'-'1" - tt GL. DBL. P05T TO - _� WINDOWS (TVP. FOR ALL) U.D.N. N T'_j" P05T ABOVE 5 2 kl2" to O w PROVIDE MIN. (2) 2x8 HEADER U.O.N. __ �0 HEADER -�=-- ; - 2 FL. HDR. 0 U A 601 ONEW LAUNDRY ROOM: 4'-O"- ,' _O ,' UPL GL• Q O 6 1. NEW WASHER / DRYER;HO SELECTION I I-O' jn 1¢x68 cN _ � W 2.COORDINATE LAUND. ROOM S DOOR - `fl �,_ l I p U co LL dJ x ,_. (2) L"15 x.'q.5 GP 2.0E ;. .:.. .. . 'N w DIM.'s w/ 51ZE OF EQUIP. m � I 5 N _ LVL FLUSH HEADER ,_ •I Z z p 3.PROVIDE HOOK UPS A5 REQ'S PER i � 5 i j� rn .. - 5" O" ' ¢ � Z Z MANU. MASTER 'n r 7'-3" x :'3 a a ZO 2 0 DRYER EXHAUST NOTE: -' BATHROOM II / I T • ° ry / ryL ~ O Z z D - ( -� BATH -- 5M/C.�O Z o O w I. DUCT SHALL TERMINATE TO EXTERIOR r t 2.DUCT SHALL TERMINATE MIN. 3'-O" FROM ANY �AX F 1 T_O ` O d - 5 I 5 I A w ¢ w Q W OPENIN55 1 O I }- O I- 3.DUCT SIZE AS PER MANU. A-'100 5 ,� _ 3 Q° 1 A-'100 = O � Z 4.DUCT SHALL BE EQUIPPED W A BACKDRAFT DAMPER ' r PANTRY % v i 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 4 N = I _ U m 11 w Q --_l l_3 0 U �t CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - -- 2¢x68 DN. `3 0. O 0 d CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE LIMITED TO SINGLE LENGT'H5, NOT TO 5-4�2' ,� - BEDROOM ui ILI AJ_•N�Y v� /_ O�_ N EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ M IN ACCORDANCE WITH UL 2158A. N \` N �r_4y v RCi7M 'w+ °,, n D 0 �y w � ,.......__ . �.� �� �y ,. DBL. POST TO � � Du I 1 '5 PO5T ABOVE 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 06 , 5 I 6 METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS �_ - 6) `t p �D RUNNINO IN THE DIRECTION OF AIR ' -� U I IL _ 10'-8" DUCTS SHALL NOT BE CONNECTED WL� SHEET-METAL J _ O `9 VENT N m 50REW5 O I p - - - } iv ® _ NATURAL LIGHT 4 VENTILATION 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE DN. r r FLOOR AREA 121 S.F. ., MAX. LENGTH OF THE DUCT SHALL BEE REDUCED 2.5 r _ 1 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° �Li I �' 7'-6" II'-10" 8 5.F. I 5 % REQ. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 3'_6' , ---- I _ NOT INCLUDE THE TRANSITION DUCT. v I I (4) 2x6 '� LIGHTING;MIN. 8% I q."1 5.F. 22.0 S.F. „ POST OF FLOOR AREA NEW EXHAUST FAN SHALL BE INSTALLED WHERE VENTILATION;MIN. �" 1 O VENTILATION 15 NOT MET BY MEANS OF NATURAL KITCHEN m 6� 4 5 4% OF FLOOR 4.8 S.F. 11.4 S.F. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 2'-O" II'-D" q AREA SPACES AS PER NYE, MEGH. CODE SECTION 403.3.2.3; INSTALL AS PER MANU. 5PEG5 _ ---- ' _ / I fi'E ,f' AG GO DENSER � 4 l Qr S GEN R ALL WINDOWS S REAR DOORS SHALL BE ANDERSEN 4400 SERIES; IN57ALL AS PER MANU. 5PEG.'s. SEE PAGE "A-300" FOR NAILING S -- - -- 4 PAD STRAPPING DETAILS. _ ----- _ 2 9.5 LVL FL. H q I/®'llb"PO.G.GJ WINNOW G�fART B A B _ ...- - - ° q I/2" 6P140 GJ � � 1 PROJECT - -- --- - Ir ® I6" O.G. � � - --WINDOW DIMENSION - EGRESS - f , ROUGH OPENING CLEAR 1 COVERED !/AIV®ERP®0 L WINDOW OPENING in p - - GALL-OUT TYPE C2UANTITY MODEL # PORCH WIDTH REQ'D: 20" (2) q.5 LVL HEADER O � � ,.•° O -- -�i -- ---- HE REO'D:24" WRAPPED W/ IX FINISH TRIM � p W1DTH ( HEIGHT WIDTH HEIGHT OPEN RE0'D: 5.•7 S.F. - -. - _ - - RESIDENCE -- A PICTURE I P3035 S'-D S'-5 2'-II " 3'_4 " I'-g1V2" l0'-5"- DN. Q _ _ B CASEM , 2 CAR/ ENT 2 GN135 !'-moi" 3'-5 " - I'-8 " L 3'-4 " L- -- - GARAGE I 4 5 - � -- ---- ----- - - - p 6_10.1- 0 '-10" PROVIDE " TYPE 1r I HR. RATED 1 G DOUBLE-HUNG 4 7w2104I0 3'-O 5'-D 2'-II 5'-O �" 5.'72 S.F. SHEETROGK ON ALL WALL5 AND CEILING 32635 MIDDLE ROAD 1 O IN GARAGE;FIRE T�PE AND SEAL PECONIC� N.Y. 11958 O / G C D (2) 1 - - 4� TW210410 3'-O 5'-O " 2'-11 J' 5'-0 J" 5.72 S.F. 1 I 1 DOUBLE-HUNG l E AWNING I A21 W f 2'-O 2'- ? 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I'll, �-1 1_­_�� \ ,� �, "' , . _11� - I i \ , a--- 1 / I � , ; "\--,--, PROJECT: : _*�� __ I l//� 1\ " ­ � — ___, — — \ : 11, t—— /' \ � L I 1� - I i \ I ; � i / / i \, � — [[ = I 11 I cri—— i (� i - ______ � _____ i I ____ NEV4 METAL RAILIN6 -1 PROVIDE NF-Vi i 1 4 - e __ � \ / � - i ----_ — 0 ______________--------_______ --- � � I I OVER BASEMENT =�� Q L�Qjj I Lo SIZE r, BILOP i � � Q I - ! ______� i I ENTRY PqA - I - � �, __� ii ----------------.---,---__ ____-----.-----.------ i -______ - � , - I _\ - - I - . AS PER MANU` � _____ --.-. RESIDENCE LL5 - \ / DOOR; INSTAL NEkq NOOn � -- 2-ill \ EN7R'T' DEr, ! i i --- = ____ F.F.- \ I - --------I-_ - -_ = �l � I - I 'r _:__ - - G)\ Q SPECS. , K_\ - --I kll I . 13 :::�A __� -_­-.I----- L������������� I � - ______ "I I ,. -1 = I ( I w_ --- n _________­____ - - 11 i '3 -I----- -_ --i- I - Itt 11 I N I -1 -- i , 0 0 _T_ __ - I - �l cl i i ------I I Li 32635, MIDDLE ROAD ] I I I . I I I 'I r=,=T r , 11— I �____ I I 11 11 . NEk4 C.ONr,. 5A5EMENT774-_ , - - ! \ - - I I - \ ENTRY 5TAIRXELL 1,� PROVIDE NEN - = - \­NEN 6AS METER PECONIC, N.Y. 11958 11 F — I , .`\ � � ---- I . . I ., \ I I ­,� \\\\--SIZE r, E31LOO I - ---- I (�) I \\l_l__....___.- -11, -1' " \,I "... I � I I DOOR; INSTALL 11 I 0 1 -_ . PROVIDE NEV4 E&RE55 P'ROVID-E NEk4 E0RF_5.1r:, , I 0 AS PER MANU. I PROVIDE �Eki E5RE-55 11 �= � =d I KNIPOH �NELL - 'ELITE' KNDOV4 V4=LL - 'r-LITE' I - I SPECS. I � - - I HINDON HELL - 'ELITE' DRAWING TITLE: BY ROr,Kl,'JELL ,1,'-moDr--L ay Ror,KVJELL OR EOUIVALENT OR EOUI\/ALENT I I 11 11 I OR ECUIVA-ENT ELEVATIONS I I �� MODEL - _", , I ill I 11 I MODEL 5'r ROCKNELL I I L - A' 1 � I � I I L = I, I�x I - - - - __1 , - -1 L_ - . -_ _ __� V4ES7 ELEVA710N (REAR) SOUTH FELEVATION (LEFT !51E�)E) I 5CALE: 1/4" = I'-O" SCALE: 1/4" = I'-a" PAGE: ,#NW& Aftk Aft, AoW& I F It F 'R F lk IN m � A-ZSUVE %i - I ` . - 1. . I I DATE: 3/30/21 � 11 O� 12 - /// I I 11 . ,:_�.-_-=,:��,,-, I � 11, "',"i I ­� --��l . _` ____�� "'.", 1\ I _;\ __� I0Al_ I - I ! � = � . I/ _-) - I / .I "\�_/ - , l-_________-____,\ . I . - z......._.........._'........._................ -_\ I . � DO NOT PROCEEDVIITH ELECTRICAL I=RA%41NG UNTIL SURVEY INSPECTION REQUIRED OF FOUNDATION LOCATION HAS BEEN APPROVED..; APPROVED AS NOTED TrU@%S PLACAnD:NG nEOUIRED DATE: B.P.# 3 gam FEE: �` BY: NOTIFY BUILDING DEPARTMENT AT i 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBER CERTIFICATION 1. FOUNDATION - TWO REQUIRED ON LEAD CONTENT BEFORE FOR POURED CONCRETE CERTIFICATE OF OCCUPANCY pill 141!mIlml 2. ROUGH - FRAMING & PLUMBING SOLDER USED IN WATER 3. INSULATION `- 4. FINAL - CONSTRUCTION MUST SUPPLY SYSTEM CANNOT BE COMPLETE FOR C.O. EXCEED 2110 OF 1% LEAD. ALL CONSTRUCTION SHALL MEET Tl= ' REQUIREMENTS OF THE CODES OF NF W YORK STATE, NOT RESPONSIBLE F(+ DESIGN OR CONSTRUCTION ERRORS. � P,LIJMBING ALL-PLUMBING WASTE,- U W ATER LINES NEED.' , . It G BEEQRE COVE.R1 ,�. - J COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES Q AS REQUIRED AND CONDITIONS OF -1 , ^ PLANNING BOARD :� >F'�" I co:�forr� ��8t�H6t6 9WN TRUSTEES t?)04ptcr 172 Cfthe Torm Code OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D,J and S as per WITHOUT CERTIFICATE NYS Enemy Code C OF OCCUPANCY vaw cr door n) and ductvlOrlc DRAINAGE INsREcriONS ARE FEQU',RirD aired. testing require Contact TOSS Engineering at 765-1550 before req Sackfili,OR Provide Engineer's Certification that the t3r2in gp has been Installed to Cady. Fire separa lcn required as per 9 e NYS Cade - - z `sl M� Z LU So U 111��� til Q a` Cl W 'C VkED Ah'C M po n 0 it J. 037405 yp� FOF N � PROJECT: VANDERPOOL RESIDENCE ARCHITECTURE ANTHONY PORTILLO , R.A. LEED AP, 4'. - - - - n...,., .. �.....r.,•...ed...... .-, .....- w. ., ., .- ., � .w' NMCMIC ' .. -77 cmnrbpepC. - v.M' `r F 'P ' .r•.: Yuyry .trtw 71 32635 MIDDLE ROAD PECONIC, N.Y. 11958 15400 MAIN ROAD 254 36TH STREETSUITE 256 DRAWING TITLE: MATTITUCK N .Y. 11952 BROOKLYN N .Y. 11232 1 > > TITLE PAGE LLC 0 : 516-214-0160 0 : 716-572-4741 PAGE: T-100 DATE: 06/13/19 1 OF 12 NOTES 4 Si=EG IF I CGATIONS CARPENTRY PLUMBING T IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT SINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 6-15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DKV) TOOETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWI5E NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORKBUILDINGS BULLETIN 2008-005. INSULATION � fENESTRATI ON REQUIREMENTS 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABovE SCRATCH GOAT. MAINTAIN I � I OO TITLE PAGE 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUT5 AT ALL CHANGES IN DIRECTION COMPONENT PROPERTIES NYSEGG 2015 TABLE COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF 51LL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WA577E PIPES. R402.I.2 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER -13 CAVIMIN. R-13 + R-5 AS PER 2WR TY INSULATION. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. EXTERIOR WOOD FRAME WALL R-VALUE R-5 CONTINUOUS INSULATION TABLE 402.1.2 OF NYS YES �- I ®® GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. ENERGY CODE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: STRUCTURAL DESIGN CHARTS 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN - DI5H WASHER.........................................2" R-50 - 10" OWEN5 MIN. R-49 A5 PER TABLE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" ROOF R-VALUE CORNING FOAMULAR 402.1.2 OF NY5 ENERGY YES AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2" 250 RIGID INSULATION CODE - CLIMATE ZONE 4 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, - 5HOWERMB..........................................2" NYSEGG 402.0 AND TABLES A®200 SITE PLAN U.O.N. TOILET........................................................3 OF THE OWNER/BUILDER -T, ALL BEAMS, - LAUNDRY .................................................2" WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" LEAKAGE 0.30 GFM/5F U-FACTOR=0.35 MAXIMUM YES PROJECT/ZONING DATA AIR LEAKAGE=0.30 GFM/SF SHALL BE CLARIFIED WITH THE ARCH TEGT/ENGINEER BE=OR.E PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" WITH THE WORK. THROUGH ROOF. MIN. R-49 AS PER TABLE 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE a• ALL WOOD SILLS AND WOOD CEILING R-VALUE R-49 INSULATION 402.1.2 OF NYS ENERGY IN CONTACT WITH MASONRY/CONCRETE TO BE CODE - CLIMATE ZONE 4 YES UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. F.T. 7. PROVIDE FR05T-PROOF HOSE B155 WITH EASILY ACCESSIBLE DRAIN a ®�0O HOLDOWN, ANCHOR BOLT, DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW -T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. STRAPPING & NAILING DETAILS BEFORE THE START OF FRAMING ON PAGE A-I. GENERALLY, 5HEATHING 15 OF 1/2 THICKNESS ON WALLS AND ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED STRUCTURAL DESIGN LOADS NAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE TAE3LE R501.7 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL j"'t®4OO FOUNDATION PLAN 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR TO CONGEALMENT of PLUMBING. STRUCTURAL MEMBER ALLOWABLE DEFLECTION II. THESE SET OF DRAWINGS ARETHE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. AND SHALL NOT BE ALTERED OR BE: REPRODUCED WITHOUT WRITTEN II. NOTCHING AND ORIN6 OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BU BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. ��00 FIRST FLOOR PLAN w W/ NO FINISHED CEILING ATTACHED TO RAFTERS 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS U RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". INTERIOR WALLS 8 PARTITIONS H/180 U J FOUNDATION, CONCRETE, AND MASONRY 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION A517 0 155_TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE FLOORS d PLASTERED CEILINGS L/360 Q 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF I SECOND FLOOR PLAN TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ALL OTHER STRUCTURAL MEMBERS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS L/240 BROOM GLEAN. NECESSARY. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 1'7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 J� / " AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER GODS. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 A-6 00 FIRST FLOOR STRUCTURAL PLAN OTHERWISE NOTED . „ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 THE 5UB-GONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6" SPAN. 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. BUILDING SECTIONS COMPLETION OF PROJECT. 19. AT ROUGH OPENIN55 PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PAGE A-I THROUGH A-3 6. NO AGK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS . 1"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, UNTIL 151 TIER OF FRAMING 15 IN PLACE. STRUCTURAL DESIGN LOADS / ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ®CJ® ROOF FRAMING PLAN AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA G22;WHERE DRILLIN6 AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED USELIVE LOAD DEAD LOAD DESIGN DETAILS 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE: OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SOLID WITH CONCRETE. 1:7 - - - _� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER EXTERIOR BALCONIES 60 sf ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN 9. ANCHOR OLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. p 15 psf WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, A®700 BUILDING SECTION CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TR.EN07H AT 2& DECKS ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 0 psf 15 psf EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY DAYS OF 4,000 P.5.1., U.O.N.uNDESIGN DETAILS BE LIABLE REGARDLESS OF WHETHE'.R OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PA55ANOER VEHICLE GARAGES 50 psf A5 PER PLAN PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN 1.9E MIGROLAM II. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER B. GEORGIA PACIFIC 2.OE G-P LAM ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf I8. ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION NAI ON INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ELEVATIONS BUT NOT LIMITED TO FORM-WORK, Bl_OGK-WORK, FRAMING,NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.0E PARALLAM OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. S ARA ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - I' APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 (1) WALL TIE PER (3) 50. FT. 22. FOR NEW WALLS, A PERFORATED 5HEARLVALL SYSTEM 15 USED. THE AND SPECIFICATIONS WILL NOT BE P'ERMIT'TED WITHOUT WRITTEN ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AUTHORIZATION OF THE ARCHITECT/ENGINEER. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, NOTES, AND TABLES ON PAGES A-I, A-2, $ A-3.THE FASTENING SCHEDULE MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 5LEEPING ROOMS 30 psf la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REQ'D NAILING FOR THE 5HEATHN6 (ANY NAILING p 15 psf5�00 `PLUMBING RISER DIAGRAMS NEEDED, UNLE55 OTHERWI5E SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED FROM FOOTING TO 2" ABOVE FINISH GRADE. STAIRS 40 psf 15 psf 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPECAP). GAS RISER DIAGRAM 20. CONTRACTOR TO REMOVE B RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES GUARDRAILS AND HANDRAILS 200 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO 23. COLUMN BEARING AS FOLLOWS: CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, TREATED WOOD Q FLASHING. STEEL COLUMNS ,iRE TO BEAR UPON FOUND. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf I2 psf FOR ATTIC SPECIFICATIONS, UNLESS NOTED OTHERWISE. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY P IS psf FOR CATH. WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT ARCHITECT/ENGINEER. 22. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND "'ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH COPYRIGHT PROTECTION ACT OF 19410 (AWGPA), WHICH HAS SEVERE PENALTIES. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" WHERE EVER APPLICABLE. ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) WIDE 3 GOUR5E5 OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE 19. UNLESS OTHERWI5E INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A IN A 5HEAR.WALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 8 ANCHOR BOLTS, PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CLIMATIC AND OEOORAPHIC DE51ON CRITERIA w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONG CONCRETE SLABS TO HAVE 6x610/10 WELDED WIRE REINFORCING. w CODES AND REFERENCE STANDARD: w/6" R15E 4 w/ (2) g/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LE65 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL " 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED GROUND SNOW LOAD 20 LB5 SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON FACES A-I THROUGH A-3. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 0 BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE,AND 2015 PROPERTY DEEP d 3'-0" BELOW GRADE. MAINTENANCE GORE. BASIC WIND SPEED 130 MPH 2. REFERENCE STANDARD USED FOR .ALL WOOD FRAMING, CONNECTIONS OF GLASS WINDOWS AND DOOR5 EXPOSURE CATEGORY B ~ WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. MECHANICAL, FUEL GAS: CONSTRUCTION MANUAL BY AF d PA. _ 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE SEISMIC DESIGN CATEGORY g 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING CLEARANCES ARE PROVIDED. NYC MECHANICAL CODE AND FUEL GAS CODE CODE. WEATHERING SEVERE 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, 3'-O" MECHANICAL CODE AND 2015 INTERNATIONAL FUEL 6A5 GORE. UNLE55 OTHERWISE NOTED. MECHANICAL CONNECTIONS: FR05T LINE DEPTH �- 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH TERMITE MODERATE TO HEAVY ED Ah'C NFPA '10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. MANUFACTURERS SPECIFICATIONS. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE °� SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. �( 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY ICE BARRIER REQUIRED YES �. �'QA ENERGY CONSERVATION CODE. "SIMPSON" MANUFACTURER. I << 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES SITE WORK 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED "yJQ37405Q RECEIVE CLARIFICATION FROM ARCHITEGT/ENOINEEW R PRIOR TO PROGEEDIN6. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 3. EXCAVATE AND BACK FILL FOR YNORK INDICATED ON DRAWIN65. 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS b. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER O NES STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING SITE. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED STOCKPILE ALL EXCAVATED MATERIALS. 'T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 9. ALL WINDOWS TO BE ANDERSEN. IF GONTRAGTOR 15 TO SUBSTITUTE WITH ARCHITECT 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER BACK FIILOCKS, AND DEBRIS.LLL MATERIAL SHALL B LL C-URFLU5 MATERIAL R.EMOVED FROM SITE,THAT IS UNSUITABLE FOR CONTRTHE CHARACTERISTICS ICS OF THE ANDERSEN WINDOW SPECIFIED. THECTOR TO VERIFY THAT THE CHARACTERISTICS OF THE OW MATCH SHALL BE ONLY ALONG WITH DTO BE SPECI SPECIFICATIONS L 5TEDi ABOVE TOP MOUNTED BEAM HANGER PROJECT: CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS VA IV D E R P00 L REQUIREMENTS. 6YP5UM WALL BOARD I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT RESIDENCE ELECTRICAL: 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 57AIRWAY5 SHALL BE COMPOUND METHOD. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TEMPERED GLA55. TO 2011 NATIONAL ELECTRIC CODE, NFPA "10 AND 2015 INTERNATIONAL ENERGY 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS CONSERVATION CODE. OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DEEMED APPLICABLE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. ASPHALT ROOFING SHINGLES 5. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 32635 MIDDLE ROAD I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2: SHINGLES OR APPROVED EQUAL. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN6 PECONIC, N.Y. 11958 - GENERALLY, VERIFY OR PROVIDE HARD WIRED EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SMOKE DETECTORS w/BATTERY BACK-UP IN: 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE A. EACH SLEEPING ROOM AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE DRAWING TITLE: LINE. 8 24' FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS GENERAL NOTES B. OUTSIDE OF EACH 5EPARA'TE 5LEEPING TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. AREA IN THE IMMEDIATE VICINITY OF 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF THE BEDROOMS (GENERALLY THE HALLWAY) CONSTRUCTION. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PROJECT/ZONING DATA G. EVERY LEVEL OF DWELLING 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTUR.ER'S ALL OPENINGS. (BASMENT, FIRST FLOOR, 6 SECOND FLOOR, ETC.) SPECIFICATIONS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. 5. NAILING OF ROOFING SHALL BE TO CODE. 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PAGE: PERMITTED INSULATION I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FIBF-ROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. AA :10 2:12 PITCHES TO 4:12 PITCHES FOIL TO BE PLACED TOWARD WARM SIDE. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION THE SEALANT TO UPLIFT FORGES USING A57M D 6551. HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: DATE: 06/13/19 2 OF 12 - 9" R-30 FOR FLAT CEILINGS - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS REAR ENTRY RI�QU I RSD RSC UL:AT I ON5 f='P OJFGT ,ZON I NO L, DECK LOT AREA = 41�,8�l6. I S.F. ; R-80 CONFORMINO TAX MAP # 1000--14-2-22.1 n . ZONING DISTRICT R-80 GONFORMINO 31.8' PROPOSED COMPLIES MINIMUM REaU I RED LOT AREA 4I-7,8cf 6.cf 5.F. iNo BASEMENT FEMA FLOOD ZONE NA r STA I R FRONT YARD 60.0 385.8 YES PROPOSEDm WETLANDS DISTRICT NO 5TC)RY FRAME m S I DE YARD 20.0' 118.6' YES _ HOUSE ;! ; DEG DISTRICT NO j 807H SIDE YARDS 45.0' 345.7' YES m / REAR "75.0' X38.4' YES PROPOSED MAX I MUM PERMITTED FIRST FLOOR AREA 1,515 S.F. W ' BU I LD I NO HE I OHT 35.0 22.q YES A 14.0' !! / ATT GHED GARAGE 48q S.F. GONG. PAD PROPOSED o, m NUMBER OF STORIES 2 I/2 I YES BEDROOM COUNT 3 = 0 20.8' OARAOE / U FRONT Q COVERED 90/ LOT PORCH • 23.0' DESCRIPTION AREA GOVERAOE TOTAL LOT AREA PROPOSED PROPOSED HOUSE W/ OARAOE 2,004.0 S.F. 0.480/o 0 o ORAVEL o l7r N DRI\/EWAY PROPOSED DECKS 165.0 S.F. 0.04/ PARK I NO PROPOSED BASEMENT STAIR GONG. PAD X4.0 S.F. 0.02% 4-r.0' TOTAL AREA OF ALL STRUCTURES 2161E.O S.F. 0.52966 MAXIMUM LOT GO\/ERAOE = 20% PROPOSED O RAVEL DRIVEWAY ZL tS� 51TF- PLAN N `� 50ALE: P-0" = 10'-0" N 0 O <r► N �,�Q�� .0 0\ SITE PLAN NOTES_ o 9 I. THIS IS AN ARCHITECTS SITE PLAN IS SUBJECT TO VI.RI F I GATI ON BY A L I LENSED �%° z SURVEYOR. THE INFORMATION Z�1� \\��\� 2 REPRESENTED ON THIS S17-7: PLAN 15 THE QO��0° 0 ARCHITECT'S BEST OF KNONLEDOE ANDU WAS OBTAINED) FROM A SURVEY DATED app QQI MARCH 10, 201-7 PREPARED BY: Q 0 T. EASON LAND SURVEYC)R w 5505 NESCONSET H I OHNAY PROPOSED I STORY CPN SUITE 23FRAME HOUSE 6 �P - MT. SINAI, .N.1'' 11766 O PROPOSED GAR 0 GARAGE ` TEL. (631) 4-14-2200 _ ApORA L cy O u � y�,� oa�a0� yoC u O� NES PROJECT: (s) VAN DERPOOL -a RESIDENCE N N � 32635 MIDDLE ROAD tv u ��� �� PECONIC, N.Y. 11958 �°'0 O � Q�`� DRAWING TITLE: SITE PLAN PROJECT DATA 3: PAGE: A-2®® 0, N DATE: 06/13/19 3 OF 12 SITE PLAN 50ALE: 1'-0" = 50'-0" OONSTRUOT 1 ON DETA I L.S I$ WIND LOAD PATH ANCHOR 5OLaT SFE( I GAT I ONS ULE A NOTE: THI5 SCHEDULE DOES NO IFASTENNCLUDSCHE E NAING FO METAL FRAMING (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, STRAPS OONNEOTION DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 50ALE SPECIFICATION (WFCM TABLES 3.2A 8 3.2B, P. 112) CORNER 6„_12” FOR ALL STRUCTURES: CONDITION FASTENER SPEC. FASTENER 3q 5/8"� ANCHOR BOLTS ® 39" O.C. DESCRIPTION AND QUANTITY SPA(I NG ROOF `$ (EILINO FRAMING NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO I I. MIN. 'i" EMBEDMENT INTO CONCRETE W 3" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST Sr, IF NEEDED PER J0157 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. i FILL BLOCKING JOIST HANOE END TOP TWO COURSES SOLID GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GIRDER/HEADS ry OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NO OVER WOOD G I RDER JOIST FRAM I NO FLUSH W 1 TH G 1 RDER/HEADER WALL FRAM I NO 7`rF I GAL NAIL I NO/5TRAf='F I NO REOU RE1"IENTS FOR � UFLs I FT/ SHEAR, I$ LATERAL W ND RESISTANCE TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT w TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR _ UPLIFT, SHEAR, LATERAL WIND RF-5157ANOE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 J HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGE5 Q WALL STUD- WALL STUD CONNECTION DI s D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 ' PER STUD BOTTOM PLATE BOTTOM PLAT - SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, � O ENDJO15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 BATHTUB PER FOOT DOUBLE JOIST DOUBLE JOIST AT 57UD TO FLOOR ASSEMBLY TO SILL FLOOR FRAM I NO y - PLATE(5) CONNECTION: Nei 3 8 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOR STRAP - d COMMON NAILS ® EA. J « o END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END D I „// « • FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - ~.� • _ BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END DOUBLE LE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS •� _2_ _16_ d COMMON NAILS o � BLOCKING TO SILL or ALTERNATE GONFICURATION - ABOVE STUD TO5-Ibd COMMON EACH BLOCK " . e FLOOR CONNECTION W/ # LPT4 51MP50N (OR TOP PLATE (TOE-NAIL) EQUAL) Is PLATFORM TO SILL PLATES LEDGER STRIP To BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T STANDARD/ALTERNATE J0I5T ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER JOIST KING STUD5 BAND JOIST TO JOIST (END-NAIL) 5-Ibd COMMON PER JOIST RAFTER BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT CRIPPLE STUD I /� /� I /� ROOF SHEATHING HEADER NA I L< I NO/STRAFF I I O ® WINDOW/DOOR HERDER STRUCTURAL PANELS: (SEE P,L50 E:RAPHIG, „ INTERIOR ZONE THIS SECTION) bd COMMON 6 EDGE / 12 FIELD PERIMETER ZONE bd COMMON b" EDGE / 12" FIELD TOP PLATE (4" o.c. ® GABLE N -- K O JACK STUDS NOTATION:A- NUMBER OF Sd NAILS ® EA. END OF 5TRAPPING (3.7, P. 15.7-2001) GE I L I NG SHEATH I NO B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.235,P. 11:15 -2001) WALL STUD G- NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (3.236,P. Iq3 - ALTERNATU.23D,PG. 114 -2001) GYPSUM WALLBOARD 5d COOLERS EDGE / 10" FIELD D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (3.7, P. 157 3 WORK5HEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F,Plql-2001) WALL SHEATHING D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER (ONNE(TION ALTERNATI\/E RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) P. 157 8 WORKSHEET -2001) STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD B E FASTENING SCHEDULE B GYPSUM WALLBOARD 5d COOLERS 7" EDGE / l0"' FIELD W lel I ND RESISTANT GONSTRUOT 1 ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F (IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) 0 (ONNECTICN LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION I o RIDGE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: Ed A B G D E F G I" or LESS Bd COMMON 6" EDGE / 12" FIELD ►- RAFTER-TO-WALL H7 APPLY TO EACH RAFTER ROUGH GREATER THAN I' IOd COMMON 6" EDGE / 6"' FIELD p 0FNG RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER 2'-0" 2 1 1 I I 1 w 4'-0" 4 1 2 2 2 2 (ONNEGTION GI s G2 --] PLATE-TO-WALL STUD 6520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 6520 @ 56" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"x6° (MIN) 6'-0" 5 I 3 3 3 3 _ • ®a 'C I' REQUIRES (3) 2"x12" HDR (MIN.) 2 5 4 4 4 �.--'`r~ • �5� F'(> � HEADER-TO-JACK STUD 6520 @ 12 APPLY TO EACH JACK STUD �,I �' �r< -- CRIPPLE STUD-TO-HEADER H5 A'PLY TO EACH (RIPPLE STUD Q o SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL ENDIE] VI 4 . WRAP UNDER DOUBLE SILL PLATE « -g 03740 O� IST. FLOOR-UNDER-SILL PLATE 6520 (USE WITH 5" SQUARE WASHERS) ~~,�``-- rFOF N�`�� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 5I La I Ci I NCS OF TOF I LATE • FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION IN57RUGTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: AT STUD TO FLOOR ASSEMBLY TOP PLATE GONNEGTION A e,TO STUD CONNECTION:SPLICE AN D ER P00 L SPLICE LENGTH TOP PLATE SPLICE REGUIREMEN75 TOP PLATE 5PLIGE REQUIREMENTS FOR STRAP - 3 8 dCOMMON RESIDENCE GONTI NUOUS E3U I LT—UP GIRDERS, THREE OR MORE SUFFOR75 FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B40 - NAILS ® EA. END OF STRAP ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN 5GHEDULE FOR EA. PLATE TO STUD ABOVE It OR BUILDING MINIMUM SPLICE"�` BUILDING MINIMUM SPLICE''` ,,�-•-"""`fes BELOW - 2 16 d COMMON NAILS BE/ OF AEEN 6 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FTJ CONNECTION E DESCRIPTION A55EMBLY REQUIREMENTS: 32635 MIDDLE ROAD WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER PECONIC, N.Y. 11958 A (2)ROWS IOd NAILS® 12"O.G. MAX.32' SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12-O 2-O /2-b 12-O 3-O' P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS IOd NAILS m 12"O.G. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 4'-0" � '�-••. AT RAFTER TO RIDGE DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, ���'�-- CONNECTION: (2)ROWS I/2" A BOLTS• 12"O.G.STAGGERED; " u " " G DSL.io ENDS TWo-PIECE � , NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20-O 4-O /5-O 201-0115-O HOEDOWN, ANCHOR BOLT, BUILT UP 61RDER P MAX.32' TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. D (2)ROWS 1/2" m BOLTS m 16"O.G. 24'-0" 4'-O"/5'-O" 24'-0" 6'-O" FOR STRAP - 2 8 d COMMON STRAPPING, & NAILING DETAILS NAILING: NAILS ® EA. END OF STRAP STRUCTURAL DESIGN LOADS E (2)ROWS I/2" 4)BOLTS® 24"O.G. TWO-PIECE 6IRDER5 ARE TO BE NAILED FROM ONE SIDE 25'-0" 5'-O"/6'-3" 26'-O" 7'-0" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROWS 3-5/5"TRUSSLOGK 5GREW5• 12"O.G. d 1/4 OF A OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES 5GRE6NlED ON(1)SIDE OF MEMBER 32-O" 32-O° N A I L- I N O ORI D BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE " "6-O -6 b-O G (2)ROWS ON(1) IDE O ME SCREWS o 16"0.0. P TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR SGREVVED ON(U SIDE OF MEMBER PAGE: (2)RG�WS 3-3/8"TRU55LOGK SCREWS m 24"O.G. EACH END OF EACH JOIST OTHERS 57AOOERED w/ A 1.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 561-0 -q" 561-0 q-O ry H SGREINIED ON(1)51DE OF MEMBER P " CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 1. MM ARE ALL MIN. E3 BASED ON USE OF ONLY A Ibd . DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO COMMON NAIL w/o PREBORED HOLES. SHREE-PIECE " J (2)ROWS 5"TRUSSLOCK SCREWS• 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O b-O /10-O 40-O II-O SGREP�ED ON BOTH SIDE OF MEMBER BUILT UP GIRDER � MAX.32' THREE-PIECE ORDERS ARE TO BE NAILED w/ 20d NAILS �'' 2 2.WOOD IS ASSUMED TO BE DF,#2 < BTR. IN DRY USE A-300 ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED RR y SERVICE K � IN EXPOSURE B 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" � (2)ROWS 5"TRU55LOGK SCREWS• Ib' O.G. 5GRE6VEV ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL JL L 11(2)ROWS 5"TRUSSLOGK SCREWS Is 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON S FOOT WALL „ , �� • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL SCR PIED ON BOTH SIDE OF MEMBER d 1/4 OFA HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT 60-O„ 16-O„ • • • • HOLE5,SET NEW MEMBER. LATERAL LOADS SHALL BE MULTIPLIED BY H/8; • • • FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE „ „ • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED DATE: 06/13/19 4 OF 12 OTE, P FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O 14-O 70-0 Iq-O 1.BEAMS 0 HEADERS NOT NOTED WITH CONNECTION PATTERN ONNAILED W/ 2Od NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): G.J G.TIES • • S.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8”OR SMALLER „ TIGHTLY BOND THE END OF THE NAIL C A q0° ANGLE,SEE d CONNECTION PATTERN B'WHEN 10”OR LARGER P GIRDER. q'WALL- 1.125 501-01116-O 60-O :2,21-011 6RAPHIG BELOW) 10'WALL- 125 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- POUR-PIECE 11'WALL- 1.375 b.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER ANCHORING: BUILT UP GIRDER PN GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER SECTION 12.4-PLACEMENT OF NAILS e« SPIKES S TABLE NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"WALL OR 4-1. GONNE(TION BI a B2 _ EX15TINO TO BE DEMOLISHED O. HARD WIRED SMOKE DETECTOR 5M W BATTERY BACK-UP EXISTING TO REMAIN • O CARBON MONOXIDE NEW WOOD FRAME: (L.G. GO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIC3HT Q HARD WIRED SMOKE AND CARBON MONOXIDE DETECTOR COMBO WSM/GO OOD FRAME (L.6. 5TL. w/ BATTERY BACK-UP WHEN APPLICABLE'.) f --1 NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER 50 O.F.M. EXHAUST MIN. (2) 2"x4" STRUCTURAL 1=L FAN 4 LIGHT COMBP ® POST FOR 4" WALI-5 W DAMPER (MIN. (2) 2"x(b" STRUCTURAL P05T FOR b" WAL,LS), U.O.N. FOUNDATION PLAN NOTES i 31'-10 12'-0" 0 O TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: a • (2) 2"x(b" P.T. SILL PLATES w/ COPPER TERMITE SHIELD -i : } _ I_LI d SILL SEAL • ANCHOR BOLTS A5 PER: PAGE A-200 - • P. GONG. FOUND. WALL A5 PER DETAIL UPON N Y� • P. GONG. FOOTING A5 F'ER DETAIL UPON - - - - • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR y _ _ I ~ • B.O. FOOTING 3'-0" BELOW GRADE MIN. x (2) A-boi - - - - - - - - - - - - V • 1/2" EXPANSION JOINT 9 PERIMETER OF SLAB (WHEN I 4_-1 _ ORDER I- I APPLICABLE) 1 9-2 1 r ... .. .. ;•. _... .; . .. :. : 4 = .__I • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / ,J STOOPS (WHEN APPLICABLE) - - - i - - 2 1 m m b U - - - - - - - - - - - - - - - - I • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET _ _ _ Q FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) (2) 1.-15 x 11.8'75 GP 2.OE LVL &IRDER - - - - - - - - - - - - - - - o - - - - - - - - - - - - CKET (TYP) SEAM PO ° and 2 I o O I a { TYP. 57L. COL.: I I A-loo 3 3-1/2" O.D. SCH. 40 5ALV. 5TL. COL. (ASTM A123) ( ;•? FREEZE PROOF H05E I:315: O4 FASTENED w/MASONRY ANCHORS (PRECISE I `.. PROVIDE 4" POURED I a LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) GONG. SLAB W/ - b IL PROVIDE xb-10x10 W.W.M. O VdD. DECK: I a O U FOUNDATION VENT BETWEEN CENTER e O V FOUND 8 POSTS FOR 8 WD. P.T. POST b P. GONG. PIER UPON P. GONG. `� O FOR EVERY 2005F UPPER j OF SLAB O 2 1 N = OF FOUNDATION SECURED IN PLACE !A-'1001 I PAD FTG. AS PER DECK DETAIL (TYP) - I - - DURING POUR; - dJ - 5PAGE - ® PROVIDE 6 MIL POLY 6 TYPICAL LEDGER BOARD ® EXT. DECK: _ ON 4" GRAVEL BASE O BELOW SLAB 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I 2. SECURED w/(2) 5/8" 0 x 5' LONG H.D. GAL. LAG 2'x2'xl' DEEP BOLTS ® 1611 O.G. GONG. FTG. 3. INSTALL H.D. &ALV. J015T HANGERS BY 'SIIMPSON' (OR (T I I YP) I EQUAL) I - 4. PROVIDE FLA5HIN5 TJGKED UNDERNEATH 51PINO d BENT OVER TOP ED&lE OF LEDGER BD. I 3 2 5. SEE NOTED DETAIL 2 Oi FOR WOOD STAIRS ® 15RADE• I _ _ � � _ _ _� (2) 1.-15 x II.B'15 GP 2.0E LVL 611�DER �- - - F O 4" THK. P. GONG. PAD 8" WIDE x REOV LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® I r-j L J _ (2) 11 LVL J MAX. I6" O.G., U.O.N. (MIN. 3 STRINGERS) I 8-6 b'-6" 8 6 ( 7_7__7 6 I-HOUR FIRE RATED GEEILING A55EMBLY: _ UP O8 AS PER 2015 IBC, 8302.15 ALL WOOD I-BEAMS OVER (Y I A-voi BASEMENT SA HAN. EL HAVE IDETAIL T/AR TED FIRE m I t U NE6 PROTECTIo UNFINISHED �I (2) 11 LVL L I 2$x6$ I 3 BASEMENT "°° IA-•100 � n - _ r SAFEGUARDS DURING CONSTRUCTION NOTES: - • CONTRACTOR SHALL OBSERVE ALL 5AFEGUAR:DS DURING �N I ... CONSTRUCTION I f PRO\/. NEN 45,000 3 ----------------------------------- A-100 i A-'700 - in BTU FURNACE TO BE _ SELECTE7;NOT TO (2) 11 �" LVL Y ; • THE PROTECTION OF PEDE5TRIAN5 DURING CONSTRUCTION MUST BE I • -a MAINTAINED BY CONTRACTOR 8 BE LESS EFFICIENT TENT SM/CO -_j I I cn EFFICIENT 8 I ( IP. CION DEEP - N r i I I � C. REINFORCED O z PROV. 100 Y W GALLON -� CONT. FTG. 0 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I } I 2'x2'xl' HEATER N 1. ALL EXCAVATIONS SHALL_ NOT UNDERMINE EXIST. ADJACENT I DEEP P. ( I 8" P. O GONG. REINFORCED FOUNDATIONS BY AN ANC-iLE OF 450 PROJECTED OUTWARD AND I U DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS I - FTG. I I I FOUNDATION „., (TYP.) 2 •''• WALL � 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATIONI - - - < SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 4 ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER �- ENCOUNTERED (2) 1.'75 x II.B'i5 &P 2.OE LVL GIRD R Y I L 3 - - - - - - - - - - - - - - - -� I w 3. POURED CONCRETE SHALT_ BE KEPT M015T FOR A MIN. OF 14 DAYS 10'-I" 10'4" 4. ALL FOUNDATION WORK SHALL BE 3,500 P51 POURED CONCRETE AT I 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE _:T I r 1 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL TRAP PROVID 4SL NEG - _ A-7� GONG. PAD FOR ARC ASTMA615 GRADE 60. 4 I I TO SEPTIC N $ _ - - cV Y I AG CONDENSER P y/J. 6. U.O.N.,REBAR LAPS 5HAL- BE A MIN. OF 40 DIAMETERS. ALL LAPS I SYSTEM a p A13 b GAS '�SHALL BE STAGGERED - - - - - - - - - J m s GENERATOR �m 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 3 HARDWARE IN PLACE AT TIME OF POURING MAINTAIN REQUIRED CLEARANCES, _ _ _ �) 2"x10" P.T. - - - - - - - - - - - 2 JOIRDER a - � COVERAGES, AND PLUMB'NE55 - 2 GAR GARAGE 8. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT CONCRETE 2'x2'xl' DEEP I I,`'; _ �-� X3740 y0 P. GONG. FTG. T 0 �(TYP) 1z itl of raE`s� 5 cV a (2) 2"x 10" P.T. 2 I L CONCET'E - GOLD WEATHER POURING 8 CONCRETE MIXTURE - _ - GIRDER _ - - _ - _ - 10'-10" 3 + - - - - ..: . ., ; �.••��.•.: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF r'. 5_�2 ,� b'-10" PROVIDE 4" PROJECT: CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE _ _ _ - - _ POURED GONG. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE -7'j7,77.77.77" I - VA N D E R P 0 0 L . SLAB ON GRADE 777 ..,.. ": W/6x6-10x10 2. SPECIFICITY OF CONGR:E17E DESIGN MIX SHALL BE BY OTHERS I - W.W.M. BETWEEN CENTER $ UPPER - I RESIDENCE 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL O p (gz �' OF SLAB CONFORM TO AGI 306. O SECURED IN PLACE DURING 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / B I I POUR m SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 101 F OF CONCRETE. B A-600 I I A-600 32635 MIDDLE ROAD 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. ,; REMOVE AS REO'D. P ECO N I C, N.Y. 11958 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. ' DRAWING TITLE: 1. FORMWORK SHALL BE ATA MIN. TEMPERATURE OF 33° FOR HIGHER 2'-5" - - -8'-2" - - - I'-10" - - 8'-2"- 2'-5•' AND SHALL BE WITHIN 10` F OF CONCRETE TEMPERATURE. 20'-10" 23'-O" FOUNDATION PLAN 8. CONCRETE SHALL BE AIR, ENTRAINED FOR GOLD WEATHER POURING. 43'-10" Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED To CONCRETE MIXTURE AS PER AGI 30b (ASTM C4a4/G4a4M, 7YPE:5 G AND E). F O U L `4 r�)A T I ON PLAN 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL AREAS EXCEED ONE SQUARE INCH. SCALE: I/4" = I'-O" PAGE: II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 800 PSI. A-400 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 DATE: 06/13/19 5 OF 12 0 I VEAL 5'%'rE30L <ENi" : r _ A EXISTING TO BI= DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO RI=MAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON SM/GO MONOXIDE DETECTOR COMBO WOOD FRAME L.G. STL. W BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN W DAMPER 50 C.F.M. EXHAUST ® MIN. (2) 2"x4" STRUCTURAL FL FAN 4 LIGHT COMBP POST FOR 4" l^IALLS w/ DAMPER (MIN. (2) 2"xb" 5TRUGTURAL POST FOR b" I^IALL5), U.O.N. FLOOR PLAN NOTES FLOOR PLAN NOTES NATURAL LIGHT $ VENTILATION DOOR NOTE: ELECTRICAL METER: W O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O NEW ELECTRICAL METER; INSTALL AS FLOOR AREA 128 S.F. OUT ON PLANS BY 'JELD-WEW (OR EQUAL). PER NYS MECH. CODE, d UTILITY CO. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED STANDARDS;UNDERGROUND SERVICE. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 43-10 REQ S F LIGHTING;MIN. 55K PROV. F- 3.DOOR TYPE TO SELECT W (u 4.INSTALL AS PER MANU SPEC.'s ELECTRICAL PANEL: NATURAL LIGHT 8 VENTILATION 31-10 12'-O" OqOF FLOOR AREA 10.2 S.F. 44.0 S.F. NEW 250 AMP ELECTRICAL PANEL F- LOCATION;ALL INSTALLATION AS FLOOR AREA 165 S.F. Y U STAIR 4 RAILING NOTE: PER NYS ELECTRICAL CODE VENTILATION;MIN. _ O C� 4� OF FLOOR 5.1 S.F. 22.5 S.F. U J 1. ALL NEW STAIRS SHALL HAVE', MAX. 5-1/4" RI O b'-O" b'-O" AREA � REQ S.F. O PROV. 4 MIN. q" Tr - RISERS SHALL 13E CLOSED A DN. D 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NEW ATTIC ACCESS - PULL DOWN STAIR: LIGHTING;MIN. 851; 4` p O 10'-O" 10 I. MIN. 350 # CAPACITY 13.4 S.F. 44.0 S.F. 0 NOT TO ALLOW PASSAGE OFA 4" SPHERE; OF FLOOR AREA p 2.SIZE TO FIT MEGH. EQUIP. THROUGH 36 HIGH HANDRAIL +f SPINDLE SPACING NOT VENTILATION;MIN. 6'-O" TO ALLOW PASSAGE OF A 4" 4) SPHERE OPENING (MIN. 22 x30) ENTRY DECK 3 3.1 HR FIRE RATED 3. 6RIPPABLE RAIL A5 PER GORE 45K AREA OF OR 6.7 S.F. 22.5 S.F. 0\11' J 4 5 w ., 4.DBL. FRAMING WHEN NEW OPENING 5. INSTALL AS PER MANU. 5PEG.'s (2) 1.L x E, GP - SMOKE DETECTOR / 00 DETECTOR NOTES: - fQE LVL HEADER Q O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT NEW GAS METER: SMOKE /CARBON MONOXIDE COMBINATION DETECTOR II U EACH OTHER w/ BATTERY BACKUP. INSTALL NEW GAS METER REGULATOR/ 4 5 HARD WIRED TOE 2.INSTALL ALL AS PER MANU.OTHER VENT AS PER NY5 MECH. CODE, FUEL OAS 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR GORE, b UTILITY GO. STANDARDS. 6A5 II'-O" O'- 0 - 0 � IN COMPLIANCE WITH LOCAL GORE METER SHALL BE POSITIONED ® GRADE - - - - 5 I ry BEDROOM i � ® 4 5 � O WINDOW NOTE: 4 I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 H D SERIES; INSTAL A5 PER MANU. SPEC.'S. FOR - SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS d AND DOORS" ON PAGE A-100 MASTER m 3 15 Q 2.IF CASEMENT WINDOW5 - ALL C:5MNT WNDW5 Q BEDROOM SHALL HAVE STRAIGHT ARM HINGE C iV • 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE _ 5 1 DN. - O 5M/GO '�-4'-5" " TILT WA5H 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. LIVING ROOM In = 0 GL. O EGRESS NOTE: r OAS N -O IN COMPLIANCE WITH NEW YORK STATE BUILDING 3 I 5 FIREPLACE _ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 1 5 • 3 BATHROOM EGRESS SHALL BE FOLLOWED: NET CLEAR OFENINO........... 5.7 S.F. SM/GO �� NOTE (TYP): to i +6� + • DBL. POST UNDER DBL. HEADERS NET CLEAR HEIGHT.............. 24" MINIMUM x sus -� NET CLEAR WIDTH................ - Y2 + wq L. 5 I 4 N # 24 MINIMUM 5 ry �� 5M/GO TPL. POST UNDER TPL. HEADERS m q� g �9 C 5� DBL. P05T TO m < WINDOW / DOOR FRAMING: POST ABOVE w • - , 5 O SEE PAGE A-300 FOR FRAMING O 5M/GO ELEMENTS AROUND DOORS AND 3'-6" WINDOWS (TYP. FOR ALL) U.O.N. 5 cV GL. DBL. P05T TO PROVIDE MIN. (2) 2x5 HEADER U.O.N. 4 xl0" -I POST ABOVE 5 2Zc12 2 " FL. HDR. =' ' NEW LAUNDRY ROOM: r HEADE n boi UP 2 3-O GL' O O I. NEW WASHER /DRYER;HO SELECTION N 2.COORDINATE LAUND. ROOM d DOOR dJ (2) 1.'75 x CIS GP ZOE l'.,� DIM.'s w/ SIZE OF EQUIP. 5.PROVIDE HOOK UPS AS REQ'S PER m N 5 1 LVL FLUSH HEADER 1 5 3,_5 0„ r 3 MANU. ( 7 3 N N in MA5TEER N • DRYER EXHAUST NOTE: BATHROOM ( D _ SM/Go I. DUCT SHALL TERMINATE TO EXTERIOR � ' � 2.DUCT SHALL TERMINATE MIN. -O" FROM ANY F w ;��-O o C1 � �BATH 5 1 5 1 w OPENINGS A 2 3.DUCT SIZE AS PER MANU. A-'100 _ 'f'-3" -� - A '100 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 5 N r PANTRY O 5. TRAN51TION DUCTS SHALL NOT BE CONGEALED WIT-41N 4 - O V "r 0 7-3' � O un CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 2�xba DN. O ` CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM W LAUNDRY q BEDROOM - [jj SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL B:E LISTED AND LABELED Q - ROOM ,y+ N ® 4 5 Q IN ACCORDANCE WITH UL 2155A. DBL. POST TO 0 N N I'-4y2° I V I 5 P05T ABOVE D 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR 5'JRFACES WITH JOINTS 5 I `-r O `fl > RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST _ ISL - 10'-5" w DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL a VENT SGREW5 O p > �+ ® m > _ NATURAL LIGHT VENTILATION '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE 1 5 DN. 5 FLOOR AREA 121 S.F. D A/ZC MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0" 0 0III-loll „ ti� 5 7 II-10 S.F. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES % REQ' PROV. NOT INCLUDE THE TRANSITION :DUCT. OO his _ •r LIGHTING;MIN. 55G q.7 5P 22.0 S.F. OF FLOOR AREA NEW EXHAUST FAN SHALL BE INSTALLED WHERE ' + `fl VENTILATION;MIN. ¢ � � O VENTILATION 15 NOT MET BY MEANS OF NATURAL KITCHEN 60 `� 5 4% OF FLOOR 4.5 S.F. 11.4 S.F. --" CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 2'-0" II'-O" AREA SPACES AS PER NY5 MECH. CODE SECTION 403.3.2.3; q I .9T 17�740y yO� INSTALL AS PER MANU. 5PEG5 p 6'-10" AG GO DE 5ER G +� EEN R SOF IN ALL WINDOWS & REAR DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'5. SEE PAGE "A-300" FOR NAILING 2 q.5 LVL FL. H q 1/2" OF140 GJ PAD STRAPPING DETAILS. - - ® 16" O.G. I I' ON CHART." B A 8 140 CJ ® Ib O.C. PROJECT: RES _ ROU6,HNOPEENINC7 WINDOW DIMENSION CLEAR COVERED II'-o" in 0 VAN D ER P00 L WINDOW TYPE QUANTITY MODEL # OPENING in PORCH ' GALL-OUT WIDTH REOV: 20 (2) q.5 LVL HEADER I O - �•" WIDTH HE1C- }T: WIDTH HEIGHT HEIGHT REOV:24" WRAPPED W/ IX FINISH TRIM L _J N OPEN REQ'D: 5.7 S.F. -_ _ � W � RESIDENCE A PICTURE I F5055 3-0 ' . 3-5 2-11 3-4IF I-qy2 l0'-5' DN. ppp - 2 GAR I 4 5 B CASEMENT 2 ON155 1'-q" 3�-5. I'-8 " 5'-4�7 L" GARAGE „ t ' b'-1O" 5HEEIRRGK O I'ALLWALLS AND GEIILINO _�E X I HR. RATED 32635 MIDDLE ROAD c DOUBLE-Huhd� 4 Tw2Io410 -a Vi=a 2-11 5-0 5.12 S.F. p 2 IN GARAGE;FIRE TAPE AND SEAL PECONIC, N.Y. 11958 D (2) 4 TW210410 ; °. 3'-�7" '". ;' S,'-C� " " 2'-11 J� 5'-0 J" 5.72 S.F. DOUBLE-HUhdG n u _ " �B \ ry B (fl E AWNING I A21 2-a 2-a; 2 O 2-O _... DRAWING TITLE: A-600 R-600 .0 FLOOR PLAN F AWNING 1 A31 3'-a "" . 2t-0"1,,. : 2'-11 2._0 SQx7Q OVERHEAD DOOR SQx7Q OVERHEAD DOOR (2) G' DOUBLE- I TWI5310 (2) 2"x10" HEADER (2) 2"x10" HEADER INSWING ;»g,! 5'-I I b,_-� H PATIO DOOR I FWH6065PALR 20'-10" 23'-0" GA5EMENI� 2 OXWIS 3-t7 „ 5'-t? " 2'-II " 4'-II i" PAGE: K AWNING I AR21 2'-�t7' "a "":.', 2'-O 1_5 -� FIRSTFLOORPLAN �i -= --=-- =-=- �� _ A-500 SCALE. I/4 1'-0" DATE: 06/13/19 6 OF 12 GENE=RAL EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO R1-!MAIN O CARBON MONOXIDE NEW WOOD FRAME (L.O. CO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.O. STL. SM/GO MONOXIDE DETECTOR COMBO W BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER ® 50 G.F.M. EXHAUST MIN. (2) 2"x4" STRUCTURAL FL FAN 4 LIGHT GOMBP POST FOR 4" WALL5 w/ DAMPER (MIN. (2) 2"x6" 5TRUGTURAL POST FOR b" WALL5), U.O.N. FLOOR PLAN NOTES FLOOR PLAN NOTES DOOR NOTE: ELECTRICAL METER: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O NEW ELECTRICAL METER; INSTALL A5 W OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). PER NY5 MECH. CODE, d UTILITY CO. 2.INSTALL NEw EXTERIOR DOORS WHEN GALLED STANDARDS;UNDERGROUND 5ERVI0E. I OUT ON PLANS BY 'THERMATR.U' (OR EQUAL). 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.':s ELECTRICAL PANEL: f Oq NEW 250 AMP ELECTRICAL PANEL V W LOCATION;ALL INSTALLATION AS OSTAIR 4 RAILING NOTE: PER NY5 ELECTRICAL CODE 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 8 MIN. " Tr - RISERS SHALL BE CLOSED O (� 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NEw ATTIC ACCESS - PULL DOWN STAIR: U J 9 NOT TO ALLOW PA55AGE OF A 4" 4) SPHERE; 10 I. MIN. 350 # CAPACITY o Of R 36" HIGH HANDRAIL 4 SPINDLE 5PAGING NOT 2.SIZE TO FIT MEGH. EQUIP. THROUGH TO ALLOW PASSAGE OF A 4" 4) SPHERE OPENING (MIN. 22"x30") p 3. GRIPPABLE RAIL AS PER CODE 5.1 HR FIRE RATED 4.DBL. FRAMING WHEN NEW OPENING I OSMOKE DETECTOR / CO DETECTOR NOTES: 5. INSTALL AS PER MANU. SPEG.'s 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTORNEw GA5 METER: - - - - - - - - - - II INSTALL NEw OAS METER REGULATOR HARD WIRED TO EACH OTHER. w/ BATTERY BACKUP. VENT AS PER NYS MECH. CODE, FUEL GAS 2.INSTALL ALL AS PER MANU. SPEG.'s CODE, d UTILITY CO. STANDARDS. GAS 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I II II IN COMPLIANCE WITH LOCAL CODE 11 SHALL BE POSITIONED ® GRADE II II it II II II 11 II 11 II III II II II II WINDOW NOTE: I II II II II II II II II II II III II II II II O I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. FOR I II 11 II 11 II II II II II II III II II 11 11 SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS II II If II II II II II II II III II II II II AND DOORS" ON PAGE A-IOC I II II 11 II II II II II II II III II II II II 2.IF CASEMENT WINDOWS - ALL C5MNT WNDw5 I SHALL HAVE STRAIGHT ARM HINGE I II II !I II II II II II II II III II II II II 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH I II II tI II II II II II II II III II II II II 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. I II II II II II II II II II II III II II II I II II II II II II II II II II III II II II II I EGR:ES5 NOTE: I II II II II II II II II II If II II II IN COMPLIANCE WITH NEw YORK. STATE BUILDING I I II 11 11 II IIII II II 11 111 II II II II CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF I - - - - - - - - - - - - - - - - - - - -- - ` - EGRESS SHALL BE FOLLOWED: I II II II II I II II II III II II II II I II II II II If II II II II II III II II II II I NET CLEAR OPENINO........... 5.1 S.F. I i II II II II II II III II II II II NET CLEAR HEIGHT............... 24" MINIMUM II II II NET CLEAR WIDTH................. 20" MINIMUM OPEN TO GREAT I II II If 11 II II III II II II II WINDOW/DOOR FRAMING: ROOM BELOW I I II f I II II II II II II II III II II II II I OSEE PAGE A-300 FOR FRAMING I II II II II II II II II II III II II II II ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. I it II II II II II II II II II I II II II II II PROVIDE MIN. (2) 2x8 HEADER U.O.N. I I I I I I I I I 11 11 11 NEW LAUNDRY ROOM: 11 11 II II II II I I I I DBL. RAFTER O 1. NEA WASHER/DRYER;HO SELECTION 2.COORDINATE LAUND. ROOM d DOOR it II JI II II II II II II II m III I DIM.'s w/SIZE OF EQUIP. I I II II II II II II II II II Q I II 3. PROVIDE HOOK UPS AS REG S PER MANU. II II II II II it II l II III DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY OPENINGS I D I z Z 3.DUCT SIZE AS PER MANU. w4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER I 0 I 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ----._._. _-.....-- __....._. - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO JA-100 0 CONNECT THE DRYER TO THE EXHAUST DUCT SY5-EM SHALL BE LIMITED TO 51NGLEE LENGTHS, NOT TO 2 O EXCEED 8 FEET AND SHALL BE L15TFP AND LABELED I H IN ACCORDANCE WITH UL 21513A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID jl II II II II jj I II I p METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS �I; DBL. P05T RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST II II II II II II II II II TO RIDGE DUCTS SHALL NOT BE GONNEfTED WITH SHEET-METAL 5GREw5 I I I I I I I I I I I 11 ;"X I w 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER II II II II 11: 1j I1 I1 LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 21.5 OPEN TO KITCHEN 11 11 11FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90°BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOESI 11 BELOW Ij 1 1 11 NOT INCLUDE THE TRANSITION DUCT. I II - 1 - -11 II 11 II - 11 I G ARC+/C, II II II 11 - - li -II - II II NEW EXHAUST FAN SHALL BE INSTALLED WHERE \ O= �j� 0 O VENTILATION 15 NOT MET BY MEANS OF NATURAL 11 II II = 1 = J, 11 11 11 I �� CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 11 II II I II II II �r� i SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; 1I II L I J II 1j INSTALL AS PER MANU. SPECS 11 II I II 11 - - - - - - - - - - - - ALL WINDOWS t REAR DOOR. SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.s. SEE PAGE A-300 FOR NAILING 811 v 11 A 3740 y0 STRAPPING DETAILS. II I \ II O F E N i I7 GHA W N OW R EGRESS 'ROU614 OPENING WINDOW DIMENSION CLEAR I 4 5 K 5 I =� PROJECT: WINDOW TYPE allANT17Y MODEL # „ , OPENING GALL-OUT - " WIDTH REob: 20' HEIGHT REOV:24" ry 5M/G N Y A N D E R P 0 0 L WiDT? HEIGHT WIDTH HEIGHT OPEN REOV: 5.'7 S.F. A PICTURf� I P3035 3+gid " .::: +- : +�: 2'-11 " 3'-4 " I 3 RESIDENCE L - - - - - - - - 5 GA5EMEI�T 2 GN135 (+ , + +,5 ++ I'-5 " 3'-4 " - - - - - - - - - - - - STORAGE G DOUBLE-141 4 TA210410 3'-O 5+-t7 a 2'-II i" 5'_O " 5.12 S.F. B UNHEATED SPACE 5'-0" HIGH WALL TO 32635 MIDDLE ROAD +.. " �' " � ,� D (2) 4 TW210410 3-O 5-0 :2'-11 5-O 5.'12 S.F. PECONIC, N.Y. 11958 DOUBLE-HI � D O E AWNING I A21 ;�,;��"�;+ ;;,. ��..0. � 2'-0 ��� 2._0 ��, DRAWING TITLE: E�3 Ak_,� F AWNINC; I I A51 ,; .5-0 �, 2-O :21-11 J :2,-0 � A-600 _. -.. _. ................ .. - .._.._.. _. -.._.-. A-600 AN SECOND FLOOR PL ,+ 4 5 O DOUBLE-H'JNO I TW15510 i-10 4-C7. I -9 4-O 77 INSWING H �F I FWH6065PALR 5'-II �" 6'--I PATIO DOOR (2) 2 CXW15 5-0 , 0. ,+ :; 2'-11 � 4'-11 J" II'-6 G 11'-6„ -IF CASEMEI�IT K AWNINC= I AR21 2+-0 ;,.. ;I'-5 ": <.; 2'-O �" I'-5° IF ATTIC, i�L �l 23'-0" PAGE: SCALE: 1/4" = I'-O" A-5 0 :1 DATE: 06/13/19 7 OF 12 SECTION NOTES ----_----------------------------------------- RIDGE HEIGHT NEW ROOFING NOTE (TYP): 11' 12 ELEV. +20. O I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' —� ASPHALT ROOFING 5HINOLES BY 'OAF' OR EQUAL;MIN.5 2 GRADE 240#, 50 YR WARRANTY OVER 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER ______________DORM_ER R_IDLE HEIGHT 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER 12 ELEV. +11.2' W OOV 5. GAP 5 NOL G OVER RIDE I4 HIPS (AS REOV)(BLOCK ALL SEAMS) 6 - b.PROVIDE RIDGE VENT (AS REO'D) w 7 1. FLASH ALL VALLEYS � DBL. POST TO ' B.INSTALL DRIP EDGE AS REO'D RIDGE 41. INSTALL ALL A5 PER MANU. 5PEC.'s TYPICAL ROOF B CEILING CONSTRUCTION: w UNFINISHED O • NEW ROOFING AS NOTED �- ATTIC KNEE WALL TOJ • 1/2" CDX PLYWD SHEATHING (5LOGKIN6 ® ALL = U R.R. PLYWD SEAMS) UJ_I • R.R., G.J., G.T. AS NOTED ON PLANS (® SPANS 1C) OPEN CEILING AT I OVER b' INSTALL "X" BRID61N6 ® CENTER OF Q G.J. AS PER PLANS KITCHEN SPAN, U.O.N) • MIN. OF R-4aC FIBER GLASS IN5UL. w/V.B. U.O.N. NEW 2X8 DBL EXTERIOR PqALL HEADER ABOVE ALL WINDOWPS d O TYPICALON "TYVEK" HOUSE WRAP (OR EQ AL) ION (TYP) DOORS • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® X. O p 4 _ ALL PLYWD SEAMS) * ' • 2"x6" STUDS ® Ib" O.G. w/DBL. TOP PLATE dJ dJ 2X6 SILL 3 m • MIN. R-20 FIBER6LA55 IN5UL. w. V.B., U.O.N. PLATE p r • 5/5" GYPSUM BD. WALL FINISH ® WINDOWS. Lu MASTER MASTER 4 NEW 51DIN6 NOTE I. INSTALL NEW HARDY PLANK SIDING (OWNER _ ALL WINDOW SILLS BEDROOM GL• BATHROOM GL. KITCHEN COVERED TO SELECT) ARE > Ib" FROM PORCH ______F_ 3.INSTALL ALL AS PER MANU. 5PEC.'s IN15H_ED PORCH FLOOR 2."TYVEK" HOUSE WRAP (OR EQUAL) FINISHED FLOOR ELEV. +1.8' 4.PROVIDE ALL NECESSARY TRIM FOR F.J. AS PER PLAN PITCH PROPER INSTALLATION b GRADE�� AVG. GRADE 5. 51DIN6 SHALL EXTEND TO TOP OF o ELEV. +O.O' FOUNDATION FOUNDATION WALL TRP. LVL A5 �p PER PLAN Q O 5 TYPICAL P. GONG. FTG. 8 WALL CONSTRUCTION: • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE O 5 SHIELD d 51LL SEAL • ANCHOR BOLTS A5 PER PAGE A-200 `p P. GONG.FOUND. WALL AS PER DETAIL UPON A-cIOO • P. GONG.FOOTING AS PER DETAIL UPON PAGE A-1100 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR UNFINISHED • B.O. FT6.V-O" BELOW 6RADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN BASEMENT APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES/ PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR HE,GHT OF WALL +€ SLAB WHEN APPLICABLE) SGTI ON / -/�,�00 O NEW R-30 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-30 SCALE: 1/4" = 1'-0" AS PER TABLE 402.1.2) U) 1— z w O U RIDGE HEIGHT ELEV. +20. Iii ------------------------------ 11' I— I Q t _ 2 0 12 W i 10 STORAGE D ARC � UNHEATEDNNFINISHED M p0� �a UNFIN15HED P ATTIC C'Ls G.J. AS PER PLANS FIR57 FLOOR TOP PLATE 0 -- 4 ------------ ELEV. +IO.I' 2 EXPOSED '9�, 374C COLLAR TIES OF NEVv 3 Kj OPEN GEILIN6 AT GREAT ROOM - PROJECT: 6 0 7 VANDERPOOL RESIDENCE --- TOP OF 5LAE3 � ELEV. +0.3' 4" P. GONG. GARAGE SLAB W/ Lbx(o-loxlo W.W.M -----� 32635 MIDDLE ROAD — AVG_6RADE , ---- ELEV. +0.0' PECONIC, N.Y. 11958 GREAT ROOM Oz - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ j6F.J. AS PER PLAN DRAWING TITLE: FIRST FLOOR STRUCTURAL PLAN SFEGT ION B/A-600 S GTI Oil (f.,/A-600 BUILDING SECTIONS 5r-,ALE: 1/4" = I'-O" 50ALE: 1/4" = P-O" PAGE: A-600 DATE: 06/13/19 8 OF 12 NEW 4"x3" ALUM. - MIN. 4" BETWEEN EDGES OF DOWNSPOUT (T*'P) O 0. " O _� , � ,��� -I/2 SQUARE BALUSTER (STYLE TO SELECT) D O 51MP50N H2.5A RAFTER z `� NEW ROOF � a` — — — — — — — TIE (OR EQUAL) �° NEW P.T. ROOF B _m� RAFTER AS PER 0. p 2"x10" R.R. 2"x10" R.R. m y '51MP5ON' H2.5A PLAN ® 16" O.G. ® 16" O.G. DECK BOARDS $ RAFTER TIE E3 - - - - - - - - - - - - - - - - - - - - - - NEW P.T. CEILING to I J015T AS PER I Q I (2) 1/2"(P HOT DIPPED GALV. BOLTS ® PLAN P.T. F.J. A5 - A. P05T w/ OVERSIZED WA5HER5 d NEW FA501A a i END NUT PREBORED INTO BEAM, POST, PER PLAN N g SOA DECK TIE 4 RIM BOARD A55EMBELY X Z::—, _ NEW P.T. BEAM P n I n _- P.T. BEAM AS NOTED A5 PER PLAN SOLID BLOCK ® 12 O.G. (2) 51MP50N DJT14Z DECK JOIST TIE ® EA. (1) 1/2"(P H.D. GALV. THRU BOLT w/ NEW "51MPSON" P064 POST OVER5IZED WA5HER d END NUT , �. (FOR 5 PLY BM) NEW SIMPSON LU526 �i PREBORED INTO P05T 8 DECK d I "SIMPSON" ABA44 51MP50N BG52-2/4 GALVANIZED J015T HANGER �j V J015T TIE ® COLUMN BAS (FOR 2 PLY BM) E - ti p cV 4"x4" P.T. POST 0 L N ® v I II GRADE it w C� Q, I WO '50NOTUBE' FILLED p� uj SOLID w/ P. GONG. v u z ��+ I w 6 I II P.T. P05T A5 = J 12"x12 G."x8" FTPER PLAN (1) #5 BENT C) J DBL POST TO DBL P05T TO REBAR RIDGE RIDGE LLQ I6"I O.G. Q � (2) I."I5"x11.8-15" RIDGE a 2"x1O" R.R. —�— ® I6" O.G. ® I6" O.G. I DEG< SUFFORT DETAIL. A-601 = NEW "SIMPSON" SCALE: 5/4 I O P05T BASE PER P05T 51 ZE NEW P.T. D I DECKING A I off ,: A O A-'700 DBL POST TO A-700 VALLEY I GUTTER NEW P.T. F.J. L - - - - - - - - - - - - - - - - - - - - - - - - - - - I HIOH POINT KNEE WALL TO R.R. ABOVE CEILING; LOCATED ABOVE KITCHEN WALL � o DBL P05T TO RIDGE COVERED FOROH DETAIL, C � I SECURE HANDRAIL TO WALL ON AT I I I I I LEAST ONE SIDE OF STAIR IN SCALE: 5/4" = 11'-O" iu ER AS O� v ^� I I I i �CC� I SPED F ED ON 5 AND N NOT PROJEGTIN5UMORE s, ^rij p O ry I THAN 4V;2" INTO STAIRWAY; �• p� O I I I I PITCHED INETAL J HANGER SEE HANDRAIL GRIP 51ZE5 ADJACENT BY 'SIMPSON' OR EG \ LEVEL - - - - - - — — - - - \- - - - - - — — - - - - - SECOND - - - ry N. SPACE VzhI"-�>f, IIIIlIIIIl IIIII M 1 �/a" PINE RISE NALLAND HANDRAIL \ � ~O STANDARDS DS FOR GRIPPABLE HAND RAIL 5/4" PINE TREAD U V SCALE: NTS % x IS GRo�SECTION kANDRAILzIN CIRCULAR NONGIRGLARCLEARANCE< I" ROUNDED N051 w HIY4" y , ge W (NOT INCLUDED IN I ' -j�" Y 2 PERI 2V4..ta cn TREAD DIMENSION) Q MIN. METER MAX Z — — — - - - — — — - - - — — — — — — — — y II I I Ym W lu .2 B e w owWu ju (3 � (5) 2"x12" P.T. STRINGERS ® N W R-21 INSULATION, IF UNDER51DE j w 2"x10" R.R. 2"x10" R.R. 15 FACING 5TORA5EA4ON-HABITAL SPACE Q ® 1611 O.G. 61610.0. m / / ❑ Yz" GYP. BID ... ...... ...._....... ........ _.-._ __._..._..__. ... _ _.._...... _.__.._.... W A-600 _.__ t.I_ -�...... ---......_..._._....._---... I._�... A-600 DBL POST TO I I I \ I RIDGE I TREATED 2"x12" SILD AR 8 — — — — —— — — — —I� — — — — — I — — — — — FOR CONTACT w/ GONG. ��(� O (IF APPLICABLE) � O O� . FIRST LEVEL L� O n}- NEW 4"x3" ALUM. O ~ DOWNSPOUT (TYP) ROOF FRAMING PLANN 037 � 04� 50ALE: 1/4" = I'-O" I I `4TER I OR NOOZ-) 5T A I R DETAIL. STAIR DRAINAGE CALCULATIONS: 9T�OF N��� A-601 5GALE: 1/2" = P-O"- STAIR WIDTH = 3'-4" PROPOSED NEW AREA= 44.4 5.F. 44.4 5q•. Ft. X 0.1-7= '7.55 "7.55/5.1= 2.4 VERT. FT. OF 2' D I A RING REG. PROJECT: PROVIDE (1) 2' DIA. X 2'-b" DEEP STORM WATER LEACHING POOL VAN D E R P00 L NOTE: (TYP.J I EXTERIOR SHEATHING AS I. ALL HORZ. SURFACES SHALL BE IT GRADE RESIDENCE PER SECTION NOTES PITCHED m 1:48 AWAY FROM BUILDING REBAR BENT - it 51DINO MATERIAL AS NOTE: 5HOTO SLAB WN 2. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLASHING FROM 12' y a /j j jjj jjj\j z PER SECTION NOTES ALL DEGKIN6 SHALL BE FASTENED ABOVE AND ADJACENT TO SLAB, BED ,• �. N1 COATED DECKING SCREWS BY 5/4"x REG'D NEW DECK \ \ \ 32635 MIDDLE ROAD BUILDING PAPER 4 HOUSE WRAP \ \ \ TO FULLY OVERLAP FLASHING "DECK MATE" (OR EQUAL) BOARDS AS ALL FLASHING IN ASPHALTIC MASTIC ° •� \ \ \ \ HEIGHT P.T. RISER � �; // / \\j�\\/�\\ �" PECO N I C, N.Y. 11958 NOTED ON P.T. DECK JOISTS AS GAP FOR 5/4"xb" P.T. PLANS NOTED ON PLANS (1) #4 REBAR ® V11 DRAINAGE 5/4"xb" P.T. DEGKIN6 4" THK. x 8" WIDE x DECK BOARDS EA. STEP;3' c �• j\\� GVR ® ENDS �' j\ (U.O.N. ON PLAN/ WIDTH OF STAIR P. j\\jj\\/j\\jj\\/j\\/j\\jj\\/j\\ D RAV4 I N G TITLE: "Z" FLA5HIN5 5EGTION/DETAIL5) GONG. PAD I"NOSING(lYP 4" DRAIN MIN. .. - -- -- ° 0 0CONNECTED T i� / / / / / / / / ——— — ——— —— EXIST. MAIN LINE °• .a % \/\\/\j\\j\\j\\/\\/\\/\\/\\ ROOF FRAMING PLAN DESIGN DETAILS 2"x6" P.T. BLOCK IN BETWEEN EA. II• 2"x BLOCKING ® EA. 10" FLASHING MIN.) ,•. i� \\ \ \\ COMPACTED \\ \\ \\ LANDING / / / / - STRINGER. FASTENED TO P. GONG. '�`po•MIN TRINGER TO MATCH SIZE _�� ✓�� // // // j< FILL DRIP EDGE P.T. DECK J015T PAD w/ 19/64" x 5-1/2" CONCRETE II OF P.T. DECK JO15T5 2"x4" KEYWAY - COUNTER AS PER PLAN X SCREWS BY GALIBURN (OR EQUAL) m Q j\/j\ 14 REBAR ® FLASHING /� \ \ \IO O.G. (MIN. 3)� \ \ \ \ \ \ JOISTS AS PER PLAN FASTENED w/ (2) - MIN. (3) SCREWS PER BLOCK -� r� �i „ 5/8" d> x 5" LONG HEAVY DUTY GAL. h �To A5TEN 57RINGER i iii• \//\jj\// / . °j BLOCKING (MIN. 6 4 P. GONG. SLAB \j\ \LAG BOLTS ® I6" O.G. INTO MUD SILL a \ \ \ \ \ \ \ \ \ \ \ \ \ \ PAGE: RIM DO.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER GRADE NERS) w/bxb 10/10 WWM %ri%i / j \j\j\j\ \j\j\j\j\j BY 'SIMPSON' (OR EQUAL) ® UPON COMPACTED w/ (2) 5/8"0 x 5" LON5 APPROVED GRADE \j\j MASONRY ANCHORS ® I6" O.G. EA. J015T N� FILL ��� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "Z" FLASHING e" \2,"x12" P.T. STRINGERS ° . . ��� j/cL / jjj NOTE: \jj\jj\// � / / / / / / / / A-601Ib O.G. (MIN. 3 --a --�- a-= --=--= a. 1 \\/\\%.�0 j\\ ALL P. GONG. \\�\\�\\� FOUNDATION WALL STRINGERS ® EA. \/\/ p� \/\/\/\/\/\/ SHALL BE STAIRWAY) •j \j\ \�,e\j\j\j\/\/\j\ 4,000 P51 \ \jj\/j L Dc� R G01�11�1 GT I ON D T I L 4 EXTERIOR MOOD STAIR DATA I L. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DATE: 06/13/19 90F12 #4 BENT REBAR 50ALE: 5/4" = 1'-0" COMPACTED FILL 10" O.G. (MIN. 3) INTERIOR MOOD STAIR DETAIL A-601 SCALE: 3/4" = 1'-0" 5EGTION NOTE5 O NNEW ROOFING NOTE (TYPJ: RIDGE_HEIGH_T I. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOFING 5HINGLE5 BY 'GAF' OR EQUAL;MIN. RIDGE AS PER PLAN ELEV. +20.9' GRADE 240#, 50 YR WARRANTY OVER 12 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER 10 5. STALL 15 # BUILDING FELT (U.O.NJ OVER m OO BOLTS((PREDRILLED) 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) - 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) �p I b.PROVIDE RIDGE VENT(AS REQ'D) 1 QIP -ys i. FLASH ALL VALLEYS / \ G� =N DBL. P05T TO O� 8.INSTALL DRIP EDGE AS REQ'D — — — — — �rq 20 RIDGE P,o� 4. INSTALL ALL AS PER MANU. 5PEG.'s — T__ — — — e — — — — q q5"' OTYPICAL ROOF s CEILING CONSTRUCTION:• NEW ROOFINGAS NOTED 2 • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL 3/a" THK. PL2 UNFINISHED PLYWD SEAMS) I� 3/8" THK. H.D. ATTIC • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS GALA. PL. OVER 8' INSTALL "X" BRIDGING ® CENTERF SPAN, U.O.N) G.J. AS PER PLANS FIRST FLOOR TOP PLATE • MIN. OF R-41G FIBER GLASS INSUL. w/V.B. ' -- - ---------- ELEV—++i)Y U.O.N. GAP PLATE i?� TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): FOR CONNECTION OF 5%. COL. TO (2) 1-5/4" WIDE NEW 2X8 DBL O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER HEADER ABOVE • UPON 1/2" GDX PLYWD. 5HEATHIN5 (BLOCKING ALL WINDOWS 8 ALL PLYWD SEAMS) tu DOORS • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE Lu 01 • MIN. R-20 FIBERGLASS INSUL. w. V.B., U.O.N. �i Q2X6 SILL • 5/5" GYPSUM BD. WALL FIN15H 0 (4) 5/8" H.D.G. LAG dJ ALL WINDOW SILLS PLATE ARE > la" FROM s ® WINDOWS. NEW SIDING NOTE (TYPJ: BOLTS (PREDRILLED) _ U FINISHED FLOOR O I. INSTALL NEW HARDY PLANK SIDING (OWNER — — — — — — W 11� 4 O � 4 TO SELECT) _ \ 2.'TYVEK HOUSE WRAP (OR EQUAL) / MASTER FOYER BATHROOM STAIRWEL BEDROOM 3 5.INSTALL ALL AS PER MANU. SPEG.'s — — — — — — --yL- — —�� — — — — — — — = V BATHROOM r77 — — — — FINISHED FIRST FLOOR 4.PROVIDE ALL NECESSARY TRIM FOR U J F.J. AS PER PLAN ELEV. +2.0' PROPER INSTALLATION / Q w 5. SIDING SHALL EXTEND TO TOP OF _ _ _ _ _ _ _ PITGH_a FOUNDATION FOUNDATION WALL — — Q AVG. GRADE TRP. LVL AS PER PLAN I I — _—_— I • GRADE AVG_GRADE ELEV ----- ELEV. +O.O' . +O.O' b O TYPICAL P. GONG. FTG. $ WALL CONSTRUCTION: 515"— — — — — — DBP. �}VL AS I L PLAN 5 (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE 3/8" THK. PL. I II OAL THK. H.D. 5 SHIELD d SILL SEAL /4 ` 6 ANCHOR BOLTS AS PER PAGE A-200 A--TOO I I A-700 P. GONG. FOUND. WALL AS PER DETAIL UPON A-900 1.50" GALV. PL. " �i I I • P. GONG. FOOTING AS PER DETAIL UPON PAGE A-900 '. I GAP PLATE 'B' ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR `.ry.� • B.O. FTG. 5'-0" BELOW GRADE MIN. I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN FOR CONNECTION OF 5%. COL. TO (5) 1-5/4" WIDE UNFINISHED APPLICABLE) LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE BASEMENT AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS/ STOOPS (WHEN APPLICABLE) DIMENSIONAL LUMBER OR 5.25" WIDE PSL • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR HEIGHT OF WALL a SLAB (WHEN APPLICABLE) 57EEL COLUMN CAP FLATF_ DETA I L - - - - - - M - - - - - M I - - - - - - - - - - - - - - — -700 , A-"TOO O �EV4 R-50 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-50 AS PER TABLE 402.1.2) A-700 55GT I ON A/A--700 SCALE: 1/4" = 1'-0" I 8.00" 2'-O" LAP FLOOR SYSTEM (N}'•) 5.00" 1.50" NEW STL. GAP PL. AS NOTED WELDED TO COL.; SEE I II — ——, GAP PL. DETAILS NEW WOOD BEAM AS ----------�— - � NOTED ON PLAN 4 I I � I 3-I/2" O.D. 5CH. 40 HOT w NEW 5-I/2 ----------- �-- " O.D. 50H. 40 HOT I DIP OALV. 5%. COL. I DIP 5-ALV. 5TL. COL. (ASTM �I AI25) AS PER FOUND. PLAN (A5TM A125) AS PER o 1 I BY SIMS STEEL (OR EQUAL) PLAN WELDED TO PL. PROVIDE STRAPPING B NAILING AS —————— —— —— PER CONNECTION 'D' IN "TYPICAL I I 1 8"x8"x3/5" THK. NAILING/STRAPPING REQUIREMENTS I II BASE PLATE 'A' WELDED NEW 4" POURED GONG. \'l� 57L. BASE PL. F_ FOR UPLIFT, SHEAR, B LATERAL I I II TO COL;SEE BASE PL. SLAB #6 BENT REBAR TOP d BOT. a I1 DETAIL5 FOR BOLTING O O (4) I/2" HOOKED ANCHOR WIND RESISTANCE" ON PAGE A-too Q-� I 1 I I BOLTS EMBEDDED INTO NEW F.J. AS PER ® EA. STUD TO TIE IN EA. REBAR a EA. J D I I PLAN FOOTING SECTION - FASTEN I I1 j w/ WIRE TIES II (2) 2"xb" P.T. SILL PLATES iv I I I jl . •I • , FOOTING MIN. 4" W OVERSIZED w 'P ;� .•° G,, ,�� ° � WASHER AND END NUT SETUP PON SILL SEAL UPON a II COPPER TERMITE SHIELD 1 ° ( 4" GRAVE_ BASE i a jj�12 ° 5/5" 0 HOOKED ANCHOR BOLTS ® ( I I m °• ARL, • i i 39 O.G. w/ 3 SQUARE WASHER 4 I 24'X12 DEEP P. CONG. I BASE PLATE A II�\ ENDNUT; ALSO SEE ANCHOR BOLT I I GRADE BEAM FLUSH w/ 2'-O" I `( M. ` - �• II I SECTION ON PAGE A-200 I I PERIMETER GRADE BEAM (I)® 6c�OAC. ii (2) # 5 REBAR I COMPACTED FILLBDETAIL 2 r r CONTINUOUS � ST��L GOLUMi�IBASF- �LAT� DATA I L u a CORNER GONNEGTION �, 7405 �O a THK. (MIN. P. GONG. GRADE 8M. (3,500 PSI) 03 1 PITCH GRADE SOF NES # b BENT REBAR TOP 8 BOT. TO TIE IN EA. REBAR a EA. STEEL COLUMN DETAIL II FOOTING SECTION - FASTEN w PROJECT: II N REFER TO PAGE A-200 WIRE TIES 2'-O" LAP SCALE: 5/4" = 1'-0" a Ila II a FOR NAILING AND (N1') II° STRAPPING OF ALL VANDERPOOL bXb-IOXIO W.W.M. J1 COMPONENTS BETWEEN CENTER 8 °a . ----- —t --- --- --------- RESIDENCE UPPER � OF SLAB SECURED IN PLACE it 11 (1) #5 BENT I I DURING POUR II I BAR all ij I6 O.G. _ -------- ---�1— -}I-------- °1� 11 ° z I 11 li I HE FIRE RATED HORIZONTAL SEPARATION 4" POURED GONG. II m I I, li EXPO5URE FROM BOTH SIDES 32635 MIDDLE ROAD 6 MIL POLY �H �Ia (2) #5 REBAR ------- coNTlNuous ----- —---�--IL--I~------ PECONIC, N.Y. 11958 I I I I I II DE510h REFERENCE: UL DESIGN NO. L504 ASSEMBLY - SYSTEM MOISTURE--'- RETARDER o1sTUR Ill°11 1 II WOOD FLOOR SYSTEM RETARDER ° 11' 11 i I I I II • 4�`I < II 11 (I 4" GRAVEL BASE a II Q > I UPON GLEAN AWING TITLE: • ": ° " II . . . . �` o I - BUILDING SECTIONS COMPACT FILL _ I I I I I REBAR a TOP a FINISH FLOOR L= n II I I OT. AS PER - 25/52" PLYWOOD SUBFLOOR FOUND. DETAIL DESIGN DETAILS ° - WOOD JOIST PER PLAN (9 16" O.G. (5) #5 REBARI I I - _6 I I I (2) LAYERS 'TYPE X' 8" CYP. BD. I 5' MIN I I I PAGE: 8" FOUNC)AT 10 1 WALL DETAIL A-700 SCALE: 3/4" = I'-O" -7 ®® 'T' GONNEG710N 1=00T I�lC T I i� D1=TAIL HORIZONTAL I—HR FIRE RATED A55EMBLY 2 --100 50ALE: 5" = 1'-0" DATE: 06/13/19 10 OF 12 --100 SCALE: 5/4" = 1'-0" w 12 6 10 -- __ 12 _ - - W 10 Q NEW 5/4°x2- 'AZEK' (OR EQUAL) WINDOW/ ;:� DOOR CASING ® ALL NEW/ EXIST. WINDOWS C) O O 000 /DOORS (TYPJ I LLL�Q-1 NEW METAL RAILING OVER BASEMENT OD ENTRY WALL5 F.F. p N m NEW GONG. BASEMENT (2) NEW 8'-O"W x ENTRY 5TAIRWELL 1'-O"H GARAGE DOOR5 EAST ELEVATION (FRONT) NORTH ELEVATION (RI(5SIT S(17E) 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0"- U) F- z w O U u..l Q 0 w C 12 0 10 n -- a z - r N ac" 3 0 74 O F N�. zx/z NEW 5/4"x2" 'AZEK' VA N D E R P O O L (OR EQUAL) WINDOW/ DOOR CASING ® ALL RESIDENCE NEW/ EXIST. WINDOWS / F / DOOR5 (TYP) O `- 32635 MIDDLE ROAD NEN VVE BA5E`ME 0 PECONIC, N.Y. 11958 ENTRY WALLS NEW WOOzi D ENTRY DECK F.F.- DRAWING TITLE: m o 0 ELEVATIONS N NEW GONG. BASEMENT ENTRY STAIRWELL NEW GAS METER NEST ELEVATION (REAR) SOUTH ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" PAGE: A-800 DATE: 06/13/19 11 OF 12 w 4" FRESH AIR VENT I L THROUGH ROOF U I k I d I I I I I I I I W NOTE ALL PLUMBING WORK I PROVIDE "ABE500 FF200 FR O SHALL LOCAL PCONFORM CODE ~ O I To EXPANDING FOAM" (OR EQUAL) O U U I AT ALL PENETRATIONS IN FIRE LL W N I RATED WALL5 AND p U FLOOR5/0EILING5. PRODUCT X CONFORMS TO A5TM E 814, C) = —) ASTM E 84, AND UL 14-1,1 N () _I HOT WATER SUPPLY Q MASTER BATH LAUNDRY HALF BATH KITCHEN —2"— NOTE, ••—••—•• GOLD WATER ' _ ——— FULL BATH SUPPLY ALL PLUMBING WORK _ SHALL CONFORM TO LAUNDRY HALF BATH KITCHEN FULL BATH LOCAL PLUMBING GODS PROVIDE "ABESGO FF200 FR ' w.. —————I——— — j I j I 2 11 _1 EXPAND I NS FOAM" (OR EQUAL) w ► r- 2..1 I 2 1 2"1 N I 2"I 1 I I I 1 I GLEAN OUT AT ALL PENETRATIONS IN FIRE RATED WALLS AND . �= I I I I „ 1 3" I I I As REG2'D � h..� 2" I 1 12" 12 1 1 2 I 1 O FLOORS/GEILING5. PRODUCT O CONFORMS TO ASTM E 814, I I 1 NEW F.A.I. u_. A5TM E 84, AND UL 14'7,1 I 2 i 2.' ' 2 ; iQ 3 4Q i4 iQ ISHOWER I WASHER 2 I 21' DW TUB I u �q� Ix U I �� I U I� �� Ix . am 1\3 IUI IUB IU dJ IU - it I� s� IU ro 2 3 3 12 3 G.O. IU 1= _ I G.O. ----- f, I= 5HOWER c\V I� m VyASHER ri I I N I I N rc1 �1 IQ p\� �� I= TUB ! IQ m I_ - I - I NEW 4" HOUSE CONNECT TO I I NEW WATER I MAIN DRAIN SUPPLY SYSTEM I w 411 1 I X NEW HOUSE TRAP I w I I G.O. W I < NEW WATER 7� HEATER BACKFLOW PREVENTION: 411 TO SEPTIC I SYSTEM PROVIDE BACKWATER I VALVES IN COMPLIANCE WITH TO PG "715 6 G 5501.1 STREET B AMENDMENTS TO A5CE 24-05 I rWATER MAIN SECTIONS '1.3.3 8 7.3.4. FLUMB I NIS RISER - DRAIN / NASTE / VENT SCALE: NTS FLUI' Bi I VO RISER — SUFFL I SCALE: NT5 z w O U tL O ' Q k 4 w RSL. NOTE: 0- Ch���O�� QiQ�✓� Q' ALL PLUMBING b �`Z � O FUEL GAS WORK t r SHALL CONFORM TO LOCAL tL PLUMBING CODE 4 OFUEL OAST 1A�, 037405 yp� N PIPING PENETRATIONS: FOF ryE�N I. PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENEATIONS AND FLOOR5/GEILING5.AT WALLS PROJECT: 2.PRODUCT CONFORMS TO A5TM E 814, A5TM E 84,AND UL 14"7,1 VANDERPOOL fY KITCHEN RESIDENCE O O J LL N 32635 MIDDLE ROAD RANEE PECONIC, N.Y: 11958 m DRAWING TITLE: OAS SUPPLY PLUMBING RISER DIAGRAMS PROV. NEW 45,000 BTU FURNACE To BE GAS RISER DIAGRAM SELECTED;NOT TO NEW VENT LINE BE LE55 THAN C12% EXTENSION PIPE z EFFICIENT w F REOULATOR Q PAGE: tf1KATER GUT OFF VALVE HEATER NEW m o (LOCATION MAY FURN. VARY) A-900 TO GAS MAIN DATE: 06/13/19 12 OF 12 6A5 RISFER - SUFFL)' SCALE: NTS