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HomeMy WebLinkAbout45003-Z �pSUEFOd,1'dpy.� Town of Southold 1/31/2022 0 P.O._Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42728 Date: 1/31/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1375 Mill Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-2-10.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/30/2020 pursuant to which Building Permit No. 45003 dated 7/21/2020 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 covered front entry,rear deck and attached garage as for. The certificate is issued to Batista Arnold&Horton-Batist,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0112 7/29/2021 ELECTRICAL CERTIFICATE NO. 45003 1;717/2021 PLUMBERS CERTIFICATION DATED 10/29/2021 Ger Berry Jr. 4 ut ori ed ignature z F0�FBI TOWN OF SOUTHOLD o�g11F ,�cOG BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45003 Date: 7/21/2020 Permission is hereby granted to: Batist, Arnold 675 Jackson Landing Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1375 Mill Rd, Peconic SCTM # 473889 Sec/Block/Lot# 74.-2-10.3 Pursuant to application dated 6/30/2020 and approved by the Building Inspector. To expire on 1/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,568.40 CO -NEW DWELLING $50.00 Total: $1,618.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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: V Old or Pre-existing Building: (check one) Location of Property: 875- 1-11a lea �O�/� /YV `19)-Y House No. Street Hamlet Owner or Owners of Property: f/r1401-p je l jbdL,*'E AlWrW'X,4174T Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. o� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: 1/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a sean.devline-town.southold.nv.us Southold,NY 11971-0959 Q �yOOWN,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Arnold Batist Address: 1375 Mill Rd city:Peconic st: NY zip: 11958 Building Permit#: 45003 Section: 74 Block: 2 Lot: 10.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578ME 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 X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 44 Ceiling Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Lights 4' Dryer Recpt Gas Emergency FixtureTime Clocks Disconnect Switches 50 4'LED 3 Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro/Hood, W/D, 200A Panel 42 Circuit/ 28 Used Notes: New Two Story w/ Unfinished Basement and Sheetrocked " Storage " Room on 2nd FL Inspector Signature: - Date: December 17, 2021 S.Devlin-Cert Electrical Compliance Form 6 ' Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11790 s 4 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CR T IFICATION Date: 22 Building Permit No. b Owner: (Please print) Plumber:(���- b e e—rv' , (Please print) I certify that the solder used in the water supply system contains Tess than 2/10 of I% lead. (Plumber igna ) Sworn to before me this of day of a 20_ Notary Public A--SAo� County VICKI T'BERRY N6tary Public-State of New York No. 01 BE6070061 (Qualified in Suf`oIk County Glommission Expires_,�;_�=�� l! a0F SOGTy # * TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ FOUNDATION I-ST �� [ ] ROUGH PLBG. [ ] 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: S ' �oUr✓ .- on -to_ r gvu(o- i IowulvA DATE ANSPECTOR f j�QO�J OF SObTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1-802 EPT.765-1802 INSPECTION [ ' ] UNDATION IST [ ] ROUGH PL13G. [ FOUNDATION 2ND n [ ]. 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: DATE 0 )-V INSPECTOR q<io o�OF so(/lyo! # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycouFm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATIOWCAULKING [VI FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION c[ ] PRE C/O . REMARKS: CIAVbl DATE 1W_X2 INSPECTOR Tt b, U �aOE so(/T�° # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC C [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING " [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS- , L Y DATE INSPECTOR OESOUTyo ��-� ��- Mf �r # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 "I NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE.RESISTANT PENETRATION ELECTRICAL (ROUGH) [ • ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ,INSPECTOR sz � SOUIyo # TOWN OF SOUTHOLDSUILDING DEPT. u 765-1802 INSPECTION . * ] FOUNDATION 1 ST [/ROUGH ROUGH PLBG. [ ] 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 REMAR S: ch LMV4 otaa_ ozbvof t_ DATE It 20 INSPECTOR 0FS0UTyOlo r � / J M � �L �� # TOWN-0F S0UTHOLD BUILDING DEPT. courm�� 765-1802 g INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ` [` ] ,INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LNA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: IOfA S-1-041V ]SLAUD !,12k"'_A-kW IS 9fLtiC Wc _t-onil � i7 Z DATE S INSPECTOR Af ho�a0f 50(/ly�� # TOWN OF SOUTHOL-D BUILDING DEPT. `ycouxn ' 765-1802 INSPECTION - I FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL A/I) [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O REMARKS: V Q Y 00 04 Lin DATE INSPECTOR Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test �j PASS Your Result: 1.61 ACH50 (407.49 CFM50 * 60/ 15152 ft3) Target < 3.5 ACH50 Test Information Test Name NOEL 1375 MILL RD PECONIC NY 11958 Test Date 2021-09-17 09:15 AM (UTC-4) Export id A11102F4 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989Cgmail.com Building Information Address 1375 Mill Ln City Peconic State NY Zip/postal Code 11958 Country United States Year Constructed 2020 Elevation 20 ft Address Verified? Yes Building Latitude,Longitude 41-049121,-72.467556 GPS validation Latitude/Longitude: 41.049168. -72.467529:Accuracy 27 ft Estimated Distance From Address 14 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 72 OF Pre-test Outdoor Temperature 68 OF Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 1894 ft2 Volume 15152 ft3 Retrotec rCloud Test Results Summary Test Type n etle Point ow oor Test Time Averaging Air Changes Per Hour Induced House Pressure Corrected Flow Adjusted Flow 407.49 CFM @ 50 Pa Intercept 29.134 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline 0.61 Pa Depressurize Results Air changes at 50 Pa, mo 1.4669/hr Air leakage rate at 50 Pa, Q5o 370.45 CFM Effective leakage area at 4 Pa, EfLA4 20 int Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0107 int/ft2 Normalized leakage area at 4 Pa, NLA4 0.0142 Baseline Pressure, Initial (Pa) 1 1.2 1.2 0.5 0.5 0.5 0.5 0.3 0.2 0.2 Average baseline, initial AP of 0.61 AP o1- 0 AP 01+ 0.61 Baseline Duration 13 seconds Building pressure (Pa) -50.23 Induced pressure (Pa) -50.84 Fan Pressure [5000- 132] (Pa) 172.18 Total flow qr (CFM) 376.68 Measured flow qr,, (CFM) 377.41 Total flow through envelope,qenv(CFM) 374.57 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 29.141 29.141 29.141 Intercept, CL 29.134 29.134 29.134 Slope, n 0.650 0.650 0.650 Retrotec rCloud 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. Crawls ace 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 snail 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-foundposition). 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 openposition). 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. — - - Retrotec 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 efficient program.) Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - 131 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 = IPrBj - 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 JR131) 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 50 131 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) + (C x FP) + D +((G- RP) x F) "4 :t a 46 J =�� '�' i:�.. �'��` � >s� `'fit ,! .;.• � � � , t'� l tea t w e ep ,aLIS 4Li It -41 x r � �- -�' � `;vim'_ .�;{�.�1. _ •yrr <i c FIELD INSPECTION REPORT DATE CO N 'S o --� FOUNDATION(IST) . . t111 -----------------------. ------ Loll Tm ----- , LA.. Wlsf aC FOUNDATION(2ND) � �j Ir C. gx FAZI r ROUGH FRAMING& , PLUMBING �. y lot 1 ' VT� INSULATION PEAN.Y. STATE ENERGY CODE t ��► ) v Ok Die V-kp PZ S FINAL ADDTt'IO :� OMNIENTS:-. " . 0 . Z ta- t1- al G(0- iC. C c, o � z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINGiDEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1002 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: ` ( () 0 Disapproved a/c Phone: 1' Expiration 20 ` f� (('��`GI Buildmg Inspector 3_a ) 1.�1 'L 1 APPLICATION FOR BUILDING PER-NUT '-� JUN 30 2020 '- Date 3� , 20 Go ;q-jff DF 7 INSTRUCTIONS a. Thii application`IM'UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 433 JAGk l-i L4i4D1N G t HA"MTUU1 Hy ti ffL (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder U W 1-f C-i2 Name of owner of premises A�w orb BA71 ST (9, 00HWA I-lr7lzTl)K' 13AR6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No 1. Location of land on which proposed work will be done: 137T (HILL. RoAa Pr✓CoNIL NY t1g58 House Number Street Hamlet County Tax Map No. 1000 Section '-)I- Block UZ Lot 010° 3 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 VAGA"T VAHt) b. Intended use and occupancy N 5W 51146C- Mh I r y 2 5r0(Z-/. HajG 3. Nature of work(check which applicable):New Buildingy Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost f�& 136 l>_-Tto Fee /Tb 13L �rW_M1L,,tfo (To be paid on filing this application) 5. If dwelling,number of dwelling units / k Number of dwelling units on each floor X i If garage, number of cars_ 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A 7. Dimensions of existing structures, if any: Front f/_ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 1,41,4 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 5 1 Rear it Depth z I t Height Zb ' 6 Number of Stories 2- 9. Size of lot: Front 115 Rear 11 S 7R Depth 31 1 10. Date of Purchase Name of Former Owner 1205AP wE 01'We&H 11. Zone or use district in which premises are situated k 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO V Alt(_i%.0 13ATtgr 14. Names of Owner of premises 00H4jA !puna-PArn41Address Phone No. %40D- 44G _ Name of Architect C.H UM< TOHFtSC-4LI Address i4-3Z GcHc-_ lee sr. LoitA Phone No 5S71 Name of Contractor X Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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 V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS.tPPaL.K) ARmoL-t) Wi '-,4v bLrAA"A l�toizg01-t-13AriSf being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the u w u F 2 s (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 J-L? „�F- 20aa Eileen M.Roache Z�- C -,/�& U/' Notary(Public,State of New York 4w Notary Public No.4826942 Signature of Applicant Qualified In Suffolk County Camml5ulon Expires January 31,20 g,�. Scott A. Russell Q,IDsUFFQk STORIWWA` IER SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF ')('d-1[IE FOLLOWING: Yes No (CHECK ALL THAT APPLl9 ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑El B. Excavation or filling involving more than 200 cubic yards of material 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. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: �! /� District NAME: Ahlp* 9,41-)S7— 7[� BZ (P-0 Section Block Lot x Q I"OR.BUILDING DI_P: I.T\1 \T C S1 C>\L.t' Contact Information: ✓ � 'SyB� .'fdcpLone Nwnhc6 Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — y2 Approved for processing Building Permit. /J� �//LL �I?!�a1:1 Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — �� C, Stormwater����� F-1 (Forward Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 0 SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD i< = Town Hall Annex - 54375 Main Road - PO Box 1179 _ a - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdto_wnny-gov-�%--seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.- 9/::�I ao Company Name: 6 e 5 E �,V-c--r•CIA c— Name: rL.. v przA c r L..(,--:, License No.:S'7E--/v7 6- email: 6 S / 6 / C� ,Ao • C�w� Address: w o c:; < S 0 u f t, 0 ,L-C) /J Phone No.: S-16 JOE SITE INFORMATION (All Information Required) Name: Address: 37 V`� 1 LL AP I C, / Cross Street: A j _ .41,9 Phone No.: _5-1C. 4/8 p 7 Bldg.Permit#: �,1�'p p 3 email: Tax Map District: 1000 Section: .7 Block: 0-�- Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On enut,-' 1 Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: e;®D A # Meters�� Old Meter# =servViceFireReconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: P YMENT DUE WITH APPLICATION SEP 4 2020 Request for ;s§Gtibi t? tn{tmSc`,1nr�''�• , 1�- /1`1� o��gdfFO4�oG BUILDING DEPARTMENT-Electrical Inspector 0 ye TOWN OF SOUTHOLD C* • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-95P2 Temporary Certificate #—,P-1/7 Date ,'ZO 2020 Customer Name 1 Electrician Name Address 1'�7 Phone e7-1 e-mail e-mail "7 Phone �7 License# 678 /LIL Sizer A Phase I Overhead Underground #of Meters Remarks --11 #of Underground Laterals 1 2 New "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 v li710 ays tr 7 t date above.Authorized by — (' BUILDING DEPARTMENT= Electrical Inspector; �� - TOWN OF SOUTHOLD _ Town Hall Annex­54375 Main Road - PO Box 1179, ' - Southold,. New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ., ro err southol avimn ov .seso ho{,tow n. .. APPLI+ 0QN FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (Ail Information Required) Date 8�3� ao Company Name: a g.. .. C %.5-c-T r14 C, Name: .. v Py-",c r L.C.c- License No.: email: S / 6 / 6> ,40L . C•� Address: 71 , Phone No.: S16 �sy8 Sb l6 JOE SITE INFORMATION (Ali Information Required)- Name: .. Address. 37 Y`�:1:`L. AP_ _ nt LC.. .... ! _. _. . .. Cross Street; / - .SrS Phone No: Bldg.Permit 3 email: Tax IVlap District.. 1.000 Sectiori: . 7 .Block. . . BRIEF DESCRIPTION OF WORK (Please Print.Clearly) A4 e. �,5, Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Siz 1 P 3 Ph Size: aOD. .A #Meters ... 1. Old Meter#.. �. ... =ServiceFire Reconnect Flood Reconnect- Service Reconnected - Underground -Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: P YIHIEN.T.D.UE..WITH APPLICATION : . SEP 4 2020 Request f _ FWhP - V 0�0 0��) T07 PAddress: PERMIT# Swihes ` t� 1 . outlets I r' GFI's ( `� Surface s,1V I �� tic_Lts �-( Fans �' � Fridge I Aw. Dry. Oven e Exhaust � � .. .• Smaks DW I. Service 1 t ca#hots #tc{o `Gerrtor: Cc�akto 7ransfr :. Ac _. Mini H1H Sp ear::. . L,41 Comments. o�oS�FFot,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 N Z Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �" 3a_ 7' Owner: Jgtlo b /J,g/?,Sr- Location of Property: 1375- kl/LL fd4P Y E40,W,-. Ael, r'I95� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): . Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction(TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) V Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity (check applicable line): 1/ Owner Owner representative TrussReg15.docx Effective 1/1/2015 ".J,.cpi5s'a•cs,r Ls; x:"+�A r 1?'may'� 4r=+�. �r4"rs � nr�+,FiT �Sr 3 4 ?Y A1C 1�S 4t`vr r tai ! +, r'�i3� C 4 f 7 i''J��,x3t-•n 7� S"t' �'i ti.� v trp —t f r � �N� kr*14i r`'# s;=x^•�4. Fir_ tt lti2raT' r �r �+.:. '`•t�f ;n �4�c� c� "°'°a � • r4 x�, �'F Y Sf Y� ��1R S tr• , r r L • r • ,: i i • pf SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �@ OUNT`1,�� BUILDING DEPARTMENT January 24, 2022 TOWN OF SOUTHOLD Batist, Arnold PO BOX 331 Peconic, NY 11958 RE TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Completion. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Truss Construction Placard - VF. Final Elevation Certificate required. Final Trustees Certificate of Compliance. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45003-Z New Dwelling N SURVEY OF PROPERTY HOUSE elate or other cod kon F.F._ 24.0' steppsultale saver Lola,� h-,-;a A T PECONIC Hopper end plug FlNISHm GRADE � - -- ,.• EL 21.0 FlNISHED GRADEk2l.0- EL.20.0' �' r 'E 6'MIN. f TOWN OF SO UTHOLD 19.0' masonry chimney ttt• clean out 12• 'E 14• m m o SUFFOLK COUNTY, N. Ye 1I.E. 6• 17.8' I.E. m m o r q k 1/4'per toot min. pitc 2 8 1 8• foot min 17.7' m m o r min. 4•dia. Pipe pkch min.4'da.pipe m m o class 2400 pipe or equal 4' class 2/W or I r m m 0 r mina 1000-74-02 10.3 �°° C MIN O m m e em o m a CO COLLAR SCALE: 1 A Om as eesmmo 1000 GAL PRECAST COLLAR 0 m 0 0 e el m m o ' SEPTIC TANK 0 m 0 0 o a m m o C1 0 27 0 C B m m A OCTOBER 2, 2019 4' UOUID DEPTH o a m m o o ea m a o v .__ N m m m IN e 9 m m 00 OCTOBER 23, 2019 (PROPOSED BUILDING) ,n - mmm�ee9mma o mmm�emmma o in in es eg MM 0 SLATE OR OTHER STOPPER END 8'/ 4 OCTOBER 29 2019 (REV. PROPOSED BUILD/NG LOCA TION) SUITABL COVER OR PLUG a LEACHING POOL Dec. 20, 2019 Revisions (Elevation Corrections) SAND SW 149# MILL RD. MAY 18, 2020 (PROPOSED BUILD/NG FOOTPRINT) e'e �3 DIG DOWN 80 TO SND(SP) SAN DO1 e SEWER PIPE aACKFlLL WITH ND(') S'"' S � SCTM# � CERTIFIED TO. \ 1000-74-02-12.4 ABSTRACTS, INCORPORATED '� °�0N (SAND SP) \)6, DWELLING FIRST AMERICAN TITLE INSURANCE COMPANY PUBLIC WATER ARNOLD W. BATIST AND SEPTIC SYSTEM DETAIL I '9p, EL 17.0' '\ DONNA M. HORTON-BATIST NTS CMF \\ s 6(r WYE 0.9's R9• EL 1s5 CLEAN OUT DETAIL I 0p4 NISACO/ �. ti � CFo�9Gs TEST HOLE DATA MCDONALD GEOSCIENCE / �M �s 'QO 9/11/00 /^\ so, ya Fc��J EL. 19.9 PALE BROWN SILTY SAND SM SCTM# O // N/0/F 1000-74-02-10.2 3' LONG ISLAND LIGHTING CO. N/0/Fpc0�. / \ \9O� gyp, / PALE BROWN FINE TO HENRY & JUDITH BOKINA \ P CLEL 24.5' COARSE SAND SW / \\ 0.9's� MF 8' // Off\ �\ EL 24.0' BROWN CLAYEY SAND SC / g\ 11' ' WELL J.�J \ \\ 1000-74-02-12.3 ' -12.3 BROWN CLAY CH �so.o EL.7.7' 122' // / Q�� /� \\ DWELLING WELL 150+ o�'/ tiro• O / \ , \ WATER IN BROWN CLAY AND SANDY �P�/ ����/ �oeo �1� CLAY CH & CL TH AZ / Q00. A 11 WATER IN PALE BROWN FINE SAND SP / / \ / F-'XCAVATi0I'1 1N1`- w \ o NO TE. WATER ENCOUNTERED 12.2BELOW O SURFACE /// sb9 �'o• 'O / sT tv / WELL Sig ELEVATIONS REFERENCED TO NAVD 88 p^ / a Ix 222.6' RAIN RUNOFF CONTAINMENT. / 699/ . ' `' � °`1 -OD \\ FE \ PROPOSED HOUSE.• 1893 Sq. Ft. < SCTM# ` ► �!,: z,a.i r»,N,r.'.k;,:'a .1e�f+.n�..4 1893 x 0.17 x 1 = 322 Cu.Ft. �\ - o // 1000-74-02-10.4 •; .'s�;�a��,'�..M,:-,....s�;y;,...s.•. `;;t...tj / c. ,�i'�i��3f,,.; ...t .. �9,a.�1_i 322/42.2 = 7.6 VF \ / / / ,„ :_ .. , ,�,. .. • n..�ts :<.;;-+ Q' N 0 F Provide 2 DW 8'0 x 4' Deep= 8 VF 56+, / LEONARD & RUTH BELLQZA '�'Y`:�r-3'�cl 'a" "•`` `'''"?wt '; '`':� ` "`t"� '' Connected by Gutters & Leaders N/0/F s RFy\\ / DWyyEELLNG ��_ o r .on�. _• �,� Q91 PROPOSED SEPTIC SYSTEM LONG ISLAND LIGHTING CO. �s�\� � (3 BEDROOMS) CMF LOT 1 'lot 1-1000 GAL. 4' DEEP EL.0.6'S s.o• 2-80 X 6' DEEP LEACHING POOL 1t n l 9 ^ (wised P�lan AprrLo� d CY Sp %K / KEY Expires ® = WELL TILS LOT 2 aUFF0LK C 0 U tT7 ^ Ti',", , � `"r ^- �l i;f rti:' l i.l�i �.,Y' C��.Fg.+..1ti d:..E.J ® = STAKE N/0/F �9, n n tre ^r .n PETER & SONIA F'E.�t:'ii1' Ftaa. A�'.,G,:,E. U,• �'Di�ISThUCT,�sH1 i"a,"z `t9 = TEST HOLE PANAGOPOLOUS PIPE C,iN, iz Ft.'s",ILS 113IDz^.c ONLY ® = PIPE VACANT 0. 'S EL 24.2' j/� / ® = MONUMENT LSI�TE'Z �3j 2-3 r /'.%°. Izi . ['0. �'1% WETLAND FLAG LOT NUMBERS REFER TO MINOR SUBDIVISION <rt.S ,� f nh MADE FOR "ESTATE OF THOMAS MROWKA" T.T.P..•--ft. 0 U77UTY POLE AND FILED IN THE OFFICE OF THE SOU7HOLD For, feu m T.'m 0 T B e c t oo m s CLERK. TO = HYDRANT WN r 7y EXPIRE': THREE YEARS FRO?41 DATE OF APPROVAL ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA770M OF 4'Yti 0. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AREA= 1.9430 ACRES PECONIC SUpVEYO S�`P.C. AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON '"�.._� ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP (631) 765-5020 FAX (631) 765--1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE P.O. BOX 909 SIGNATURE APPEARS HEREON. SOUTIIO TRAVELER STREET Y. 11971 19-052 SURVEY OF PROPERTY A T PECONIC �,�dQ-E70h TO WN OF SO UTHOLD �a � SUFFOLK COUNTY, N. Y. 0 1000-74-02-10.3 SCALE.- 1'=50 4,." + OCTOBER 2, 2019 OCTOBER 23, 2019 (PROPOSED BUILDING) OCTOBER 29, 2019 (REV. PROPOSED BUILDING LOCATION) Dec. 20, 2019 Revisions (Elevation Corrections) 149WILL RD. MAY 18, 2020 (PROPOSED BUILDING FOOTPRINT) SEPTEMBER 23, 2020 (FOUNDATION) 101' SCTM# CERTIFIED TO: 1000-74-02-12.4 ABSTRACTS, INCORPORATED \ DWELLING FIRST AMERICAN TITLE INSURANCE COMPANY PUBLIC WATER ARNOLD W. BATIST AND I 90. EL 17.0' DONNA M. NORTON-BATIST S, CMF \ �� I EL. 18.5' 003 FOF '011&' CIO „oq���/ygTFP /�� tir ti'S>0 J N/0/F -SCTM# 61 LONG ISLAND LIGHTING CO. 1000 74-02-10.2 �ry •00, HENRY &NJUODITH BOKINA EL 24.5' I CMF 0.9's EL. 24.0' SCTM# WELL \ 1000-74-02-12.3 DWELLING \\ WELL 150+ TH \\'00. CE 4 ^ \\ Sc98 h�1F,0 7QO, \ J \ •A• O� 'yam y5�o3 S9 ^ WELL 9 tK n ? 5 ?_.�;'%,*, SCTM# \ SE 1000-74-02-10.4 N/O/F of S6+, LEONARD & RUTH BELLEZZA Q- DWELLING !(j N/0/F WELL LONG ISLAND LIGHTING CO. �A\ \Q CMF Qe EL. 18.0' '✓S� O / �. ELEVA77ONS REFERENCED TO NA VD 88 390 ^p G. SO� �a0K KEY / Q = REBAR / ® = WELL N/0/F >S)9 LOT 2 A = STAKE PETER & SONIA = TEST HOLE PANAGOPOLOUS PIPE 0.s's VACANT / ® = PIPE EL. 24.2' ® = MONUMENT / = WETLAND FLAG LOT NUMBERS REFER TO MINOR SUBDlV1SlON MADE FOR "ESTATE OF THOMAS MROWKA” OF N� = U77LITY POLE AND FILED IN THE OFFICE OF THE SOU774OLD ��p.� t HYDRANT y� TOWN CLERK. = T. ANY ALTFRA77ON OR ADD177ON TO THIS SURVEY IS A 0LA77ON OF r µ.S N0. 49618 V SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AREA= 1.9430 ACRES PECO / � SURVEY.�OR , .C. AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS HEREON ' \� ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP (631) Nil 5,220 F 6 1) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE � - SIGNATURE APPEARS HEREON. 1230 TRAVELER '�TR ET SOUTHOLD, N. Y. 11971 19-052 i HOUSE slate or other ,en UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N SURVEY OF PROPERTY F.F. EL 24.0' et ppercendrpluq ��c°"r APPROVALSINGLE OASTLY RESIDUCTED ENCE KS FOR A T PECONIC FINISHED GRADE EL 21.0' FINISHED GRADEk2l.0- Ei.20.0' JUl 2 9 ►ii -LTOWN OF SOUTHI.E. Date H.S.Ref.No. ,g•0' mcaonary chimney > 6'MIN. LD • clean out 12• T� �'•"-'""-' Md 1wa�tr faciG'!es at this IoCdtion have bwn I.E. � 14- ,g• I•E m In ,nd,or certt'iM by lhFs Oepartmcr►i a Other agencies and totand m SUFFOLK COUNTY N, Y. ,8.3' _ I.E. pp 1000-74-02-10.3 1/4'per foot min. pitc 8 1/6•per root min ,7•7• Q1910 o Sa'.. CZOf)I FORA MAXIAAUN�F, [aE�ROOM$. min. 4-dlc. pipe 2 pitch min.4'db.pipe m m m / t class 2400 pipe or equal 4- dma 2100 pipe or equal m m m 3' MIN l/•/ SCALE �'�'�O min. m m m o 3' MIN m m m an e M m m o COLLAR - _ o m m 0 e EN m m o ,000 GAL.PRECAST GouAR mmm e mmm Crc.i9g Knepper, P.E., Chief OCTOBER 2 2019 SEPTIC TANK ° e r.m m ammoecln sZ 4• LIQUID DEPTH N m0 m e g mo g Offi e of W OCTOBER 23, 2019 (PROPOSED BUIL N 000�D!9 dm0 - O ommi�ere!" m� ` OCTOBER 29, 2019 (REI.. PROPOSED BUILDING LOCA770N) s OR OTHER STOPPER END 6"0 SUr Dec. 20, 2019 Revisions (Elevation Corrections) SUfTABL COVER OR PLUG o, LEACHING POOL 1 w�. 7 MILL RD. MAY 18, 2020 PROPOSED BUILDING F007PRINT) SAND JUNE 17, 2021 (FINAL SURVEY) DIG DOWN 80 TO SAND(SP) SAND 10 1 SEWER PIPE REMOVE MATERIAL BACKFYU WITH SAND(w) sw SCTM# CER77FIED T0: 1000-74-02-12.4 ABSTRACTS, INCORPORATED WELeow (SAND�� � DWELLING FIRST AMERICAN TITLE INSURANCE COMPANY 69 PUBLIC WATER ARNOLD W. BATIST AND SEPTIC SYSTEM DETAIL EL 17.0' AUS \ DONNA M. HORTON—BATIST CMF s� 0.9'S 19' 60' WYE EL. 18.5' CLEAN OUT DETAIL o 404 NTS eb, AGA��, `O o OSA c�-s/C�j�O 9��F s�S'QO PF�,'90J N SCTM# /0/F 1000-74-02-10.2 ti \ • � LONG ISLAND LIGHTING CO. N/O/F Oct / / / HENRY & JUDITH BOKINA / /� \ �' 00EL 24.5' MF 0.9'S so'�o T EL 24.0'/ SCTM#\ 1000-74- 2-12.3 WELL ® / S�, � DWELLING A WELL 150+ 11 SE TIC LOCATION o� TH ST 20' 44.0' •0 3. 0, LP2 325' 32.5 4, / PG LPI 38 49.5' / / GP '' \ /@ �O \ / / h CONC. ti \ TOOP� 2g OGS KEY DECK�` ��� s.0• / \,1 Q = REBAR .per / LP2 WELL 69 ® = WELL dap^ 'A °° sr o ® •VS\ A = STAKE � / e° o ,Pr \ & = TEST HOLE /��° SCTM# ® = PIPE e o 1000-74-02--10.4 0 = MONUMENT S \ ���Q LEONARD & ROU/TH 13ELLEZZA 0 = WETLAND FLAG DWELLING j 1 N/O/F esp S\ WELL Q� 0 UTILITY POLE LONG ISLAND LIGHTING CO. LOT 1 = HYDRANT CMF s s Fw = WATER METER EL 1s.o' NS�3 \ , —E — = UNDERGROUND ELECTRIC LINE 9`10' 46 UA —o —= OVERHEAD ELECTRIC LINE t `. 1 ,7 t, / / �S)9 LOT 2 r NOF PANAG POLOUS , PIPE VACANT 0.6'S EL 24.2' t • [ LOT NUMBERS REFER TO MINOR SUBDIVISION MADE FOR "ESTATE OF THOMAS MROWKA 'r " 9v �� AND ED IN THE OFFICE OF THE SOUTHOLD FILED IyAr,k G l TOWN CLERK. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OFL �J�a:S LIC. N0. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AREA= 1.9430 ACRES ECONIC VEYORS, P.C. AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP ( /6311 765-5020 FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOU7NOLD, MY 11971 19-052 sf f' i i I I Vinyl Roiling System-------------___-_ i I i i I i i i i j„ 2x2x10 I I 5/4 composite Decking--- j 2 x 10 Fra m i n g f I I I i I i ! I i Batist Residence 1375 Mill Rd. Peconic, NY 11958 Amendment — Rear Deck Stairs i APPR VED ASN®TED DATE: D g p;# FEE:' BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE Must provide Manuals FOLLOWING INSPECTIONS: D,J and S as per 1. FOUNDATION - TWO REQUIRED FOR POURED C-1 -: :TE NYS Energy Code 2. ROUGH - FRAMiNKI c, PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST Blower door BE COMPLETE FOR 0.0. and ductwork ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV testing required. YORK STATE. NOT RESPONSIBLE FOP DESIGN OR CONSTRUCTION ERRORS DONQT PROCEED WITH .F}4A1 UNG UNTIL SURVEY OFF,, NDATION'LOCATION COMPLY WITH ALL CODES OF HA` i3EE�FiAPf�I OVE0i NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL muni n INSPECTION REQUIRED ITHOI n TnwN PI aNNING BOAR1 S09Q9-M TRUSTEES TRUSS PLACARDING REQUIRED PLUM8ER CERTIFICATION ON LEW CONTENT BEFORE OCCUPANCY OR cERT/FICATI=OF-OCCUPANCY USE IS UNLAWFUL SOLDER USED IN WATER WITHOUT CERTIFICATE SUP.PL1rSY'�TEMCANNO- EXCEED 2110 OF 1% 1. OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED tib PL,bMBINr WA E;.,... Contact TOS Engineering at 765.1560 before ! Backfill,OR Provide Engineer's Certification ATER:C,INE$NEEn that the drainage has been installed to Code. 4- s,.. "; O.RE COVERING Al exterior lighting Jnstalled,replaced or repaired shall conform to Chapter 172 of the Town Code 1 iEEEMMV Q I,� � I III E O I I' � II J ' v " r 60"04ERAL N , RAYS IN6 INDEX - THE CONTRACTOR SHALL SECURE AND PAY FOR REQUIRED - INSTALL CONTINUOUS WOOD OR METAL BRIDGING AT G-1 PLAN PERMITS, INSPECTIONS CERTIFICATIONS AND MATERIALS MIIDSPAN5 OF ALL J015T5 UNLE55 INDICATED BUILDING PE DS, NOTES TES � LOCATIONLU SALES TAX FOR THE PROJECT. OTHERWI5E. A PROPOS'IE.D BASEMENT PLAN - THE CONTRACTOR SHALL COMPLY WITH THE CURRENT EDITION - DOUBLE-HEADER FLOOR JOISTS AND TRIMMERS AT OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 101'10, (OSHA) ALL FLOOR OPENIN65. A-2 PROPOSED FIRST FLOOR PLAN Z THROUGHOUT THE CONSTRUCTION OF THE PROJECT. - PROVIDE SAFETY GLAZING IN ALL DOOR5 AND IN A PROPOSED SECOND FLOOR PLAN L - THESE DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS GLA55 SHOWER DOORS. GIVEN. - ALL PENETRATIONS AND OPENINGS IN THE BUILDING A a �c-4 PROPOSED ELEVATIONS Z - THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND OWNER'S ENVELOPE (EXT. DOORS, WINDOWS, UTILITIES) SHALL BE AGENTS THROUGH ADEQUATE INSURANCE COVERAGE AGAINST CAULKED, WEATHER5TRIPPED, OR OTHERWISE 5EALED. >,. Wit'' �, . —� PROPOSED SECTION ANY CLAIMS ARISING FROM THE EXECUTION OF THE WORK OF °�" 1 v1' r__~ # v ' LU FAILURE TO MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION MANUFACTURED WOOD TRUSSES, RAFTERS, FLOOR r t-- =: '"qtr 4 \ }fir ' 1r �c-C KITCHEN BATHROOM PLANS ELEVATIONSLU SITE. PF:OVIDE COPIES OF INSURANCE COVERAGE TO THE OWNER JOISTS, AND MICROLAM LVL BEAMS ARE TO BE : ;,.::.,;" i - - = ',:;,* ;. T ' !J-_ PLUMBING BAGKGROUNDS PRIOR TO COMMENCING CONSTRUCTION. DESIGNED BY THE MANUFACTURER WITH A N.Y.S. THE CONTRACTOR 15 TO BE RESPONSIBLE FOR COMPLIANCE W/ LICENSED ENGINEER TO MEET BUILDING CONFIGURATION, ; M-1 MECHANICAL BAGKGROUNDS SANITARY LIVE AND DEAD LOADS PER N.Y.5. BUILDING CODE AND ALL APPLICABLE BUILDING ELECTRICAL, MECHANICAL, '� `�`.��� � - , ' ," ..,` -•=. �/'` �._»--....-_ ".w.'°."`_` -..;,Wit. '"' y :t"_ -r ..�,1 .7 ,: AND ENS=RGY CONSERVATION CODES, STATE AND/OR LOCAL. ALL REQUIREMENTS OF LOCAL STATE A D E `y " `' f L L : -�; , �� ..;� n,' - - r'' � � E 1 ELEGTRIC,�L B,�GKGROUNDS CONNECTIONS SHALL - '� z - ALL WORK MUST COMPLY W/ NEW YORK STATE BUILDING AND GOVERNING CODES. DETAILS AND TIONS. BE PROVIDED IN STRICT ACCORDANCE WITH ENERGY CODES, CURRENT EDI I v , .. .I . - ALL WORK MUST COMPLY W/ N.E.G. RESIDENTIAL REQUIREMENTS. MANUFACTURER 5 AND STRUCTURAL ENGINEER 5 - THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY RECOMMENDATIONS. N.Y.5. SEALED SHOP DRAWINGS UNUSUAL. SITE CONDITIONS WHICH MAY AFFECT THE FOUNDATION, SHALL BE PROVIDED WITH COPIES FOR THE OWNER, ' ARCHITECT AND GORESOFFICIAL.DRAINA&E, OR STRUCTURAL MEMBERS INCLUDING REQUIREMENTS FOR ADDITIONAL DEPTH OF FOOTIN65UNSTABLE 50IL /M I .� Jlllll`NALL/SYMBOL LEOEND _ CONDITIONS AND HIGH WATER TABLE. PLUMBING MECHANICAL ELECTRICAL TE �-° !• { ' i . O " " r- �.;'.;;;, ;:-• :: ;� __ - �. .amu `...� N RT W/ OW E OORDINATE '' i -....gym- --:�� -.'--,�- _ TOR SHALL G H SITE AND INCLUDE IN HIS THE CONTRACTOR �; " . r � "" r CONTRACTOR SHALL EXAMINE THE ------ �---,", . FINAL REQUIREMENTS AND LAYOUT J 15TING CONDITIONS ON THE WORK OBTAIN O ALL EX WORK THE EFFECT F :�". � INFORMATION FOR ALL PLUMBING MECHANICAL PROJECT. ..,,,».._.� , , . OF THE _.. � m „ I SYSTEMS. THE CONTRACTOR U51NG �� - M5 SUCH A5 PATCH INC BLOCKING TRIM ETC. SHALL ELECTRICAL 5 �C ���,, MINOR ITE WORK COMPLETE PROVEN Cr?NSTRUGTION PRACTICES, 15 RESPON LE BE PERFORMED A5 REQUIRED TO MAKE THE � �..,, ; --;i""` -:ri OGUMENTS OR NOT. FOR PRO r,.�ING ALL LABOR, MATERIALS, AND IC— M'tI . _ NEhI BOOR WHETHER 5HOWN OR NOTED ON THE D - - CONTRACTOR SHALL PROVIDE ALL MATERIALS PERFORM ALL METHODS NECESSARY FOR THE INSTALLATION OF - T - WORK ?SND INSTALL ALL MATERIALS IN ACCORDANCE W/ COMPLETE AND EFFECTIVELY OPERATING PLUMBING, RECOGNIZED GOOD 5TANIDARD PRACTICE. MECHANIO�"'- $ ELECTRICAL SYSTEMS THAT COMPLY �____ Ex7GE r�F RISERS ON - GONTFZAGTOR SHALL MAINTAIN 51TE IN A GLEAN, SAFE, AND WITH ALL ( '�VERNING LOCAL, STATE, AND NATIONAL __ ________ STAN."' (DASHED LINE) ORDERLY FASHION FOR THE DURATION OF THE DEMOLITION AND 00DS5 AND REGULATIONS AND THE OWNER'5 CONSTRUCTION PERIOD. DI5P05E OF ALL CONSTRUCTION DEBRIS REQUIREMENT5. AT A LEGAL OFF-51TE INA5TE FACILITY. — -- --_- - THE CONTRACTOR 15 TO VERIFY ALL NOTES AND DIMENSIONS INSTALL HARDWIRED SMOKE DETECTORS IN - - t -- ���L- c.1'�� NOSING ON BEFORE= STARTINC7 CONSTRUCTION AND REPORT ALL COMPLIANCE WITH ALL APPLICABLE GOVERNING -- ------ STAIRS (SOLID LINE) D15CREPANGIES TO THE ARCHITECT FOR RESOLUTION. CODES. - THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE WORK A5 DIRECTED, AT NO ADDITIONAL COST TO THE OWNER, BY THE TYPICAL FIN15HE5 DIRECTION OF VIEN LOCAL BUILDING DEPARTMENT AND THAT DEPARTMENT'S FINAL FINISH SELECTIONS, COLORS AND 57YLE5 TO BE INTERPRETATION OF THE BUILDING CODE SHOULD IT DIFFER FROM MADE BY OWNER. SEGTiON NUMBER x THESE FLANS. SHEET NUMBER - THE GONTRAGTOR SHALL HAVE ALL ELECTRICAL AND PLUMBING THE CONTRACTOR SHALL REQUE5T LOCATION OF x-x WORK PERFORMED BY AN ELECTRICIAN AND PLUMBER LICENSED ALL UTILITIES PRIOR TO ANY DIGGING (DIG SAFELY A5 REQUIRED BY THE GOVERNING MUNICIPALITY AND PROVIDE NEW YORK - 1-800-9(02-17%2). DETAIL NUMBER FINAL PLUMBING AND ELECTRICAL INSPECTION REPORTS AS x REQUIRED BY THE GOVERNING MUNICIPALITY FROM AN --- SHEE I NUMBER , 0 All • INDEPENDENT AGENCY TO THE OWNER, WITH A COPY TO THE LOCoATION �LAN LOCAL BUILDING OFFICIAL. ITEMS TO BE COMPLETED AND PROVIDED TO OWNER 4 �— _ - THE CONTRACTOR 15 TO BE RESPONSIBLE FOR GON5TRUCTION ARCHITECT PRIOR TO COMMENCING CONSTRUCTION: 001 RQQ`� NUMBER t< J l"( MEANS, METHODS, TECHNIQUES, AND SAFETY PRECAUTIONS AND 1. INSURANCE FORMS PROGRAMS IN CONNECTION WITH THE WORK. 4 _ NUMBER N 2. BUILDING PERMIT PROJECT LOCATION 601 DOORn a e(Vl� Sha L - ALL FOOTINGS SHALL BE 2500 LB, 28 DAY CONCRETE AND 3. VERIFICATION OF DIMENSIONS REST ON UNDISTURBED SOIL. ASSUMED MINIMUM 501L BEARING 001 WINDOYN NUMBER comply PRESSURE TO BE 2000 P5F. THE CONTRACTOR 15 RESPONSIBLE Wl cheO�j� FOR ALL SUB-GRADE CONDITIONS. \. revision - PROVIDE 3000 LB 25 DAY AIR ENTRAINED CONCRETE FOR THE CONTRACTOR SHALL INITIAL HERE, INDICATING w D� �-�n r+ode- THAT revision l� 1 THEY HAVE READ AND UNDERSTAND THESE - "1375 4iii Read � S revision WNEW 24 WOOD TUD WALL W/ (1) LAYER EXTERIOR CONCRETE WORK. GENERAL NOTES AND THAT THEY HAVE X - THE MINIMUM FIBER 5TRE55 IN BENDING (Fb) FOR ALL WOOD revision JOISTS, RAFTERS HEADERS, AND BEAM5 TO BE 1300 P51 UNLE55 INCORPORATED THEM IN THEIR BID TO THE OWNER .,� 1/2GYPSUM WALLBOARD EACH SIDE. date 06/24/20 FOR DOING THE WORK FOR TH15 PROJECT. s Duck t°'f*' NOTED OTHERWISE. - HEADER SCHEDULE--- AT EXTERIOR BEARING ., P{-WALL5, UNLE55 GONTRAGTQR'S r.. '' '''"Jf'wy"V` " NEW �X6 WOOD STUD WALL W/ (1) LAYER drawn by JEA OTHERPNISE NOTED, PROVIDE LUMBER HEADERS W/ PLYWOOD INITIALS: 5PAGEF:5 BETWEEN HEADER MEMBERS TO MATCH THICKNESS OF INITIALS:_ �'`` ". 1/2" GYPSUM WALLBOARD EACH SIDE. b checked b GLT WALL IN WHICH HEADER 15 USED. approved y GLT PROVIDE THE FOLLOWING SIZED HEADERS: NEW 2X6 WOOD W STUD EXTERIOR ALL W/ (1) scale As indicated UP TO A 5-0 WIDE OPENING: (2) 2x8 OVER 5-0" WIDE OPENING: (2) 2x12 LAYER 1/2" GYPSUM WALLBOARD ON INTERIOR, project number 2013 - Sheet title PROVIDE 4X4 P057 MINIMUM AT ENDS OF ALL WOOD BEAMS, 1/2" ZIP SYSTEM SHEATHING ON EXTERIOR. HEADERS, AND UNDER ALL POINT LOAD CONDITIONS IMPOSED ON LEGENDS, WALL5 FROM ABOVE. TRANSFER LOAD CONTINUOUSLY DOWN TO INSULATE W/ 5-1/2" SPRAY APPLIED EXPANDING NOTES BEARING BELOW WITH 5OLID BLOCKING. pap,;,�; i URETHANE FOAM INSULATION R-25.0 LOCATION MM CLEANING SERVICES $ ARCHITECTS CERTIFICATION STATEMENT r': NEW 8" POURED CONCRETE FOUNDATION WALL PLAN WITH #4 REINFORCING BARS @ 24" O.G. EACH WAY. I, G. LEYl15 TOMASELLI ARCHITECTS (CHUCK TOMASELLI), CERTIFY THAT THE PLANS AND SPECIFICATIONS FOR T-415 PROJECT HAVE BEEN PREPARED BY ME AND ARE IN INSULATE INTERIOR WITH REINFORCED 3-1/2 COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. FIBERGLASS BLANKET INSULATION. R-15 MINIMUM. sheet number ' ATTACH TO WALL WITH CONTINUOUS CLAMP BARS 06/24/20 N.Y.5. 100124 R TF'E ALL SEAMS $ JOINT5. G_1 DATED SIGNED LICENSE i FIRST FLOOR ROOM FIN15H SCHEDULE FLOOR BASE CEILING WALLS � II; ROOM FINISH ABBREVIATIONS O � IATIO NS NORTH EAST SOUTH WEST L G EN ERAL PLAN NOTES NO. NAME MAT FIN MAT 51ZE DTL MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN REMARKS 61,^e 1/2" GYPSUM WALLBOARD - MR 6WB v2° MolsruRE RESISTANT - MANUFACTURED MICROLAM LVL BEAMS ARE TO BE DESIGNED BY THE ` 101 VAULTED FOYER WOOD WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT GYPSUM WALLBOARD MANUFACTURER WITH A N.Y.S. LICENSED ENGINEER TO MEET BUILDING U 102 ENTRY CLOSET WOOD WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT 5/5 FC 6WB 5/8" MOISTURE RESISTANT TYPE-X j CONFIGURATION, LIVE AND DEAD LOADS PER N.Y.S. BUILDING GODS AND ALL 103 DINING ROOM WOOD WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT FIREGODE GYPSUM WALLBOARD REQUIREMENTS OF LOCAL STATE AND FEDERAL GOVERNING CODES. DETAILS li PT. PAINT AND CONNECTIONS SHALL BE PROVIDED IN STRICT ACCORDANCE WITH 104 MASTER SUITE GPT FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT J II 105 WALK-IN GI_05ET GPT FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT HD WOOD WIDE PLANK PREFIN15HEP HARDWOOD MANUFACTURER'S AND STRUCTURAL ENGINEER'S RECOMMENDATIONS. N.Y.S. 106 MASTER BATH LVT FACT G. TILE 4" MR GWS PT MR GWB PT MR GWB PT MR GWB PT MR GWB PT SEALED SHOP DRAWINGS SHALL BE PROVIDED WITH COPIES 5UBMITTED TO 10'1 TOILET LVT FACT G. TILE 4" MR GWB PT MR GWB PT MR GWB PT MR GWB PT MR GWB PT LVT LUXURY VINYL TILE LOCAL CODE OFFICIAL PRIOR TO ERECTION. 108 VAULTED GREAT ROOM WOOD WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT GPT CARPETING AS SELECTED BY OWNER. - SPRAY FOR CARPENTER ANTS INFESTATION AFTER NEW FRAMING 15 COMPLETED AND BEFORE ANY INSULATION 15 INSTALLED STAIN/POLY STAIN AND :2 GOATS POLYURETHANE, - CONNECT ALL FLOOR J015T5 TO BEAM OR BEARING WALL PLATE WITH 10q STAIR WOOD WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB P NATURAL FINISH 110 KITCHEN LVT FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB P APPROPRIATE STANDARD "SIMPSON" CONNECTORS OR CLIP ANGLES. FACT FACTORY FINISHED - EXTEND ALL SHEETROGK DOWN TO 5UBFLOOR 111 PANRTY LVT FACT WOOD 6" 8/A-6 GWS PT GWB PT GWB PT GWB PT GWB PT UNPIN. UNFINISHED - PROVIDE PRUPERL7' SIZED STEEL JOIST HANGARS AT ALL LOCATIONS WITH 112 ENTRY/LAUNDRY G. TILE FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT END TO FAGS FRAMIi'v�:; c:.v��INEGTiONS, INCLUDING, IF ANY, MORTISED TENONED 113 HALF BATH LVT FACT G. TILE 4" MR GWB PT MR GWB PT MR GWB PT MR GWB PT MR GWB PT 114 GARAGE GONG. 5/8 FG GWB PT 5/8 FG GWB PT 5/8 FG GWB PT 5/8 FG GWB PT 5/8 FG GWB PT OR NOTCHED CONNECTIONS - ALL WINDOW OPENINGS SHALL BE FRAMED A5 TO HAVE DOUBLE JAMB STUDS ON EACH SIDE OF OPENING W/ JACK STUDS SUPPORTING HEADER AND A DOUBLE SILL SUPPORTED BY CRIPPLES DOWN TO TOE PLATE. RE-FRAMED OR FIRST FLOOR DOOR 5GHEDULE AUGMENT ALL EXISTING WINDOW OPENINC75 AS REQUIRED. - FIELD COORDINATE AND ADJU5T LOCATION OF ALL UTILITIES WITH UTILITY DOOR DOOR FRAME GL05ET5 LINEN 6 PANTRY COMPANY AND OWNERS REPRESENTATIVE. DOOR NO. LOCATION TYPE WIDTH HEIGHT THICK OO FIN MAT FIN POSITION REMARKS - PROVIDE SOLID WOOD BLOCKING THROUGH FLOOR TO 50LID CONTINUOUS BEARING SURFACE BELOW, UNDER ALL NEW STRUCTURAL POSTS. 101 VAULTED FOYER A 3' - O" 7' - O" 1 3/4" STEEL FACT WOOD PT B -TYPICAL IN ALL CLOSETS. PROVIDE TYPICAL IN ALL PANTRIES AND LINEN - ALL OPENINGS THROUGH FLOOR TO BE 5EALED TO PREVENT AIR FLOW. 102 VAULTED FOYER II 5' - O" 6' - 8" 1 3/8" WOOD STAIN WOOD PT B 1-1/2" DIAMETER WOOD HANGING ROD CLOSETS. PROVIDE (5) 15" DEEP (24" ADJUST FLOOR FRAMING A5 REQUIRED FOR DUCTWORK PENETRATION. 103 DINING ROOM D 6' - 01, 7' - 0" WOOD PT B AND 12"WIDE 3/4" PLYWOOD SHELF DEEP IN BATHROOM LINEN) 3/4" W/WOOD EDGE SANDING. PROVIDE PLYWOOD SHELVES W/WOOD EDGE INSULATION NOTE: 104 MASTER SUITE B 2' - 10" 6' - 8" 1 3/8" WOOD STAIN WOOD PT A ALL REG2UIRED BRACKETS AND BANDING. PAINT. SET FIRST SHELF 5-1/2" IT 15 THE INTENTION OF THESE DOCUMENTS TO PROVIDE A COMPLETELY HAROVV-RE. MOUNT SHELF 5'-6" A.F.F. ABOVE FLOOR AND PROVIDE 1x6 IT 105 WALK-IN CLOSET B 2' - 6" 0 - 51. 1 3/8" WOOD STAIN WOOD PT A MOUNT ROD 5'-0" A.F.F. CL05URE TO FLOOR. SPACE REMAINING SEALED AND CONTINUOUS INSULATION ENVELOPE. FILL ALL CAVITIES SHELVES 16" O.G. VERTICAL. TIGHTLY, LAP ALL FRAMING AT CONSTRUCTION INTERRUPTIONS, SEAL c- 106 MASTER SUITE B 2' - 10" 0 - 51. 1 3/8" WOOD STAIN WOOD PT A ALL GAPS WITH FOAM INSULATION, PROVIDE COMPRESSIBLE 5EALER5 LU 107 TOILET B 2' - 10" 61 - 51, 13/51, WOOD STAIN WOOD PT A AT MATERIAL CHANGES AND FOAM SEAL AND CAULK ALL ENVELOPE0 108 STAIR 'B 2' - 10" 6' - 51. 1 3/8" WOOD STAIN WOOD PT B PENETRATIONS AT FLOORS, WALLS, CEILINGS AND ROOFS. Z 10q DINING ROOM .D 3' - 0.. 6' - 511 WOOD PT B z 110 KITCHEN E 6' - 01, 7' - O" 13/41, WOOD STAIN WOOD PT A 111 KITCHEN B 1' - 6" 61 - 51. 13/511 WOOD STAIN WOOD PT B 56 - 11 L V 112 ENTRY/LAUNDRY D 3' - O" 01 . 511 WOOD PT B 5' -4 1/2" 61 - 10 1/2" & - 1 1/2° q' - 2" 8' - 11" 6' - 11 1/2" 6' - q" 4' -q" 113 HALF BATH B 5. _ 011 6' - 8" 1 3/8" WOOD STAIN WOOD PT A 0 114 ENTRY/LA.UNDRY H 3. - 0.. 61 - 511 1 3/8" STEEL FACT WOOD PT A , n 115 GARAGE I 3' - O" 6' - 8" 1 3/8" STEEL FACT WOOD PT G v , LU F17 GARAGE F 14' - O" 8' - O" 1 1/2" STEEL FACT STEEL FACT B OLMASTER BATH G 3' - 01, 6' - 8" 1/2" T. 6LA55 FACT B P051TION INC NOTES DOOR AND FRAME NOTES q' -4" - Q DOOR TY� E5 < A. EXTERIOR ENTRY DOOR---PRE-HUNG INSULATED METAL GLAD WOOD A. LOCATE DOOR 6" FROM CORNER WHEN FINISH 5GHEDULE 1. PROVIDE DOOR TRIM CONSISTENT WITH �- I ' - � � PROVIDE STONE DOOR W/WOOD FRAME. SIX PANEL EMBOSSED DE516N. STEELCRAFT INDICATES 4" TRIM DETAIL AND b" FROM CORNER WHEN ROOM TRIM. SEE FINISH SCHEDULE. 2 ratK- VENEER WALL FINISH OR APPROVED EQUAL. DOUBLE BORED FOR DEADBOLT. FINISH SCHEDULE INDICATES 6" TRIM DETAIL. �' ^" -'"""-"" I BEHIND WOOD 2. PROVIDE EXTERIOR TRIM 51MILAR TO WINDOWS. A-1 2R@6" B. CENTER DOOR ON WALL SURFACE BETWEEN ADJACENT N I STOVE. FINAL B. INTERIOR SWING DOOR---SIX-PANEL COLONIAL DESIGN. I F ' ..- SELECTION TO BE WALLS PERPENDICULAR TO THAT SURFACE. MADE BY OWNER, G. EXTERIOR ENTRY DOOR--- PRE-HUNG INSULATED HOLLOW METAL • G. DOOR LOCATION A5 SHOWN ON PLAN. ---1 DOOR W/WOOD FRAME. 51X PANEL EMBOSSED DE516N. STEELGRAFT 110 10q 10a 107 OR APPROVED EQUAL. DOUBLE BORED FOR DEADBOLT. m - — — - 111 • i i _ o o I ON 6 ... D. TRIMMED OPENIN6. I - J 110 I PROVIDE rnl - --4-�' EXTERIOR ENTRY DOOR---SLIDING GLA55 DOOR �F- oDr/V U 8 - 8E ExTE :1CHALF BATH 1 1 WOOD BURNING ° �() AS F. OVERHEAD DOOR--- INSULATED GARAGE DOOR. FINAL 113 I I —= - A_6 I STOVE ED in I N • I SELECTED BY iv T ET PROFILE TO BE SELECTED BY OWNER. w KITCHEN w OWNER \ 107' G. TEMPERED GLA55 SHOWER DOOR W/STOP Loll � 110 117H. INTERIOR SWING DOOR--- BI-FOLD 2-PANEL o O _ _ I I W I r T I I ) WOOD STOVE PAD. 2X6'5 @ o ° 1. INTERIOR SWING DOOR--- BI-FOLD 4-PANEL Q 0 12" O.G. W/3/4" PLYWOOD I 10 J I Q SHEATHING 8 STONE VENEER FIN15H ON TOP $SIDES. MAST ATH ALL WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS SHALL BE CONSTRUCTED WITH STRUCTURAL HEADERS FIRMLY 5UIPPORTED ON JAGKSTUDS WITH A 4x4 I� I OO MINIMUM POST, CONTINUOUS FROM FLOIOR TO PLATE, ON EACH SIDE OF OPENING. I i jL I a HEADERS SHALL BE CONSTRUCTED 50 AS TO MATCH WALL THICKNESS. 6' - 11 1/2" I 4' -O" b' - 5" 0 4" 6' - 5 1/2" II LU _ - UNLE55 OTHERWISE NOTED ON PLANS RS IN 2x4 STUD WALLS: �FN­RY/LAUNI:)R�G�:) 1 ; VAULTED GREAT LK_IN GLO EPROVIDE THE FOLLOWING SIZED HEADS ' UP TO A 5-0 WIDE OPENING: (2)2xa+1/2" GD PLYWOOD 5PAGER 113 112 mI i ROOM _ OVER 5'-0" WIDE OPENING: (2) 2x12+1/2" GD PLYWOOD SPACER I 2 _ 1„ PROVIDE THE FOLLOWING 51ZED HEADERS IN 2x6 STUD WALLS: UP TO A 5-0 WIDE OPENING: (3)2X642) 1/2" GD PLYWOOD SPACERS ANR _ _ _ � _ _ �I I WOOD STAIR WITH 5/4" `OS OVER 5'-0" YNIDE OPENING: (3) 2x10+(2) 1/2" GD PLYWOOD 5PAGER5 114 - - - I 111 I BULLNOSE WOOD TREADS, - -- - — - — - — - — - — _ ._ _ 1 I STAINED RISERS, WOOD " ' - '•` ' ' I HANDRAIL d BALUSTERS P` 5 FIRST FLOOR WINDOW SCHEDULE A-5 WINDOW SIZE ~ -�00 , , I I i 3' -O" 14R @ 7.5 ;= I 14R @ 7.5" ; m NO. LOCATION WIDTH HEIGHT TYPE DTL. MAT REMARKS ry ON 6 0 0 z SI A�R r i 5X5 WOOD 101 DINING ROOM :2' - 6 (5 - O Double Hung SERVICE SINK o p 13 O O I I NEWELL POST 1 1DUCTWORK CHASE X 10a I m I I 13T @ 11" 104 MASTER SUITE 102 DINING ROOM 3' - O" 6' - O" Fixed 1 N I I I I I I i I I _r 411jr- :0 115 I 103 DINING ROOM 2' - 6" 6' - O" Double Hung m I o . z 2X6 P.T. WOOD LANDING 10q ,.•' 'i1 Cy�T•, ED AN 104 MASTER SUITE 2' - 6" 8' - 2" Double Hung I — _ — — _ _ — _ _ - 2' -5" s p I (3) 1-3/4" X 11 7/8" NICROLLAM HEADER 11' O 1/2" b' 5" m �S 105 MASTER SUITE 3' - O" 6 - 2" Fixed 1 _ (3)2X12 HEADER W/ , 106 MASTER SUITE 2' - 61. 5' - 2" Double Hung PLYWOOD SPACERS 1q'- 6" 107 1' - q" 1' - q" Double Hung DINING ROOM VAULTED FOYER �* STAMPED GARAGE 103 103 101 102 t 108 TOILET 1 - q 1' q Double Hung GAODNGRETE 10q VAULTED GREAT ROOM 3' - O" 6' - O" Double Hung d) 110 VAULTED GREAT ROOM 3' - O" 6' - O" Double Hun Q o p l ATTIC STORAGE TRUSSES 6 z I Hung Q IL @ .24" O.G. iv LLI revision 111 KITCHEN 3' - O" 3' - 6" Double Hung _ w w () 6" CONCRETE SLAB W/6X6 101 i revision 112 HALF BATH 2' - O" 3' - O" Double Hung o 10/10 W.W.M. ON 5"MIN. revision CRUSHED STONE BASE. ON 113 ENTRY/LAUNDRY 3' - O" 3' - 6" Double Hung �, PROVIDE EXPAN5ICN revision r �� r��1�n I- r JOINT5. SLOPE TOk'ARDS - - 41 P I " ",. I date 06/24/20 GARAGE DOORS. Y�.'gLlircd tnp' e } 1.... drawn t JEA S �odo d by ..L,. ...... _ checked by ON 2R@6" CLT KNDOW SCHEDULE NOTES — — - --___ � _ y SIZES INDICATED ARE APPROXIMATE ONLY AND ARE TO BE PROVIDE MINIBLINDS ON ALL WINDOWS, ALL WINDOWS SHALL HAVE LOW-E INSULATED GLASS 101 102 103 LT - - - - - L _ JI- - 0104 105 106 approved by CLT VERIFIED BY CONTRACTOR ON SITE. 51ZED TO FIT BETWEEN JAMB5, LENGTH AS 2' - q" 2' - q" 3' - 3 1/2" 7" q' - q" scale REQUIRED TO FULLY COVER WINDOW. ADJUST WINDOW 51ZE TO MEET SPECIFIC WINDOW _ 1/4" = 1'-O" ADJUST WINDOW SIZES AS NECESSARY 50 THAT NO SILL ON INSTALLATION REQUIREMENT5. (3) 2x6 BEARING UNDER N project 2013 ro ect number SECOND FLOOR 15 BELOW 24" A.F.F. PROVIDE FULL 51ZE INSECT SCREENS, SASH MIGROLLAM. TYPICA'- LOCKS, AND HARDWARE PULLS (OR INTEGRAL REFER TO WINDOW DETAILS FOR FURTHER INFORMATION 2' - q" 2' - q" 4' -3" ' sheet title ALL WINDOWS SHALL. BE ASSEMBLED AND TESTED IN PULLS) FOR ALL OPERABLE WINDOW5. 116 AGGORPANCE WITH A5TM D-40gq-b2. PROPOSED - -- - - - FIRST FLOOR ` 5-1/4" X 14"MICFOLLAM LVL' 6" CONCRETE APRON ON A MINIMUM OF 5" PLAN AN CRUSHED STONE. SLOPE AWAY FROM DOORS m 20' -5" 11' - 6 1/2" 10' - 11 1/2" 14' -O" I 56' - 11" sheet number 1 PROPOSED FIRST FLOOR PLAN A-2 �-21/4" = 1'-0" I SECOND FLOOR ROOM FINISH 5GHEDULE FLOOR BASE CEILING WALLS - NORTH EAST SOUTH WEST .1I 1 1 G EN ERAL. PLAN NOTES N REMARKS - FIN MAT FIN MAT FI I � NO. NAME M,44T FIN MAT SIZE PTL MAT FIN MAT FIN MAT 20a ATTIC SPACE GWB PT GWB PT GWB PT GWB PT GWB PT - MANUFACTURED MIGROLAM LVL BEAMS ARE TO BE DESIGNED BY THE 207 BEDROOM 2 FCfz-'ETT PFACT WOOD 6" 8/A-6 GWB PT GWB PT 6Y15 PT &k%5 PT GWB PT MANUFACTURER WITH A N.Y.S. LICENSED ENGINEER TO MEET BUILDING it CONFIGURATION, LIVE AND DEAD LOADS PER N.Y.5. BUILDING CODE AND ALL REQUIREMENTS OF LOCAL STATE AND FEDERAL GOVERNING CODES. DETAILS O I' 203 LINEN FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PTLn206 BATHROOM FACT G. TILE 4" MR GWB PT MR GWB PT MR GWB PT MR GWB PT MR GWB PT AND CONNECTIONS SHALL BE PROVIDED IN STRICT ACCORDANCE WITH O I,•J, CT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT 204 BEDROOM 3 GPT FA MANUFACTURER'S AND STRUCTURAL ENGINEER'S RECOMMENDATIONS. N.Y.5. 205 CLOSET GPT FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB P SEALED SHOP DRAWINGS SHALL BE PROVIDED WITH COPIES SUBMITTED TO 201 OVERLOOK GPT FACT WOOD 6' 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT LOCAL CODE OFFICIAL PRIOR TO ERECTION. 202 CLOSET GPT FACT WOOD 6" 8/A-6 GWB PT GWB PT GWB PT GWB PT GWB PT - SPRAY FOR CARPENTER ANTS INFESTATION AFTER NEW FRAMING 15 208 CLOSET GPT FACT WOOD 6" 8/A-6 GWB PT GWB PT 6^B, PT GWB PT GWB PT COMPLETED AND BEFORE ANY INSULATION 15 INSTALLED - CONNECT ALL FLOOR JOISTS TO BEAM OR BEARING WALL PLATE WITH APPROPRIATE STANDARD "5IMPSON" CONNECTORS OR CLIP ANGLES. - EXTEND ALL 5HEETROGK DOWN TO 5UBFLOOR ROOM FINISH ABBREVIATIONS C:L05ET5 LINEN 6 PANTRY - PROVIDE PROPERLY SIZED STEEL JOIST HANGARS AT ALL LOCATIONS WITH GWB 1/2" GYPSUM WALLBOARD END TO FACE FRAMING CONNECTIONS, INCLUDING, IF ANY, MORTISED TENONED OR NOTCHED CONNECTIONS MR GWS 1/2" MOISTURE RESISTANT GYPSUM WALLBOARD -TYPICAL IN ALL CLOSETS. PROVIDE TYPICAL IN ALL PANTRIES AND LINEN - ALL WINDOW OPENINGS SHALL BE FRAMED AS TO HAVE DOUBLE JAMB STUDS 1-1/2" DIAMETER WOOD HANGING ROD CLOSETS. PROVIDE (5) 18" DEEP (24" ON EACH SIDE OF OPENING W/ JACK STUDS SUPPORTING HEADER AND A 5/8 FG GWS 5/8" MOISTURE RESISTANT TYPE-X AND 12" WIDE 3/4" PLYWOOD SHELF DEEP IN BATHROOM LINEN) 3/4" FIRECODE GYPSUM WALLBOARD W/WOOD EDGE SANDING. PROVIDE PLYWOOD SHELVES W/WOOD EDGE DOUBLE SILL SUPPORTED BY CRIPPLES DOWN TO TOE PLATE. RE-FRAMED OR ALL REQUIRED BRACKETS AND SANDING. PAINT. SET FIRST SHELF 5-1/2" AUGMENT ALL EXISTING WINDOW OPENINGS AS REQUIRED. PT. PAINT HARDWARE. MOUNT SHELF 5-6" A.F.F. ABOVE FLOOR AND PROVIDE 1x6 - FIELD COORDINATE AND ADJUST LOCATION OF ALL UTILITIES WITH UTILITY MOUNT ROD 5-0" A.F.F. CLOSURE TO FLOOR. SPACE REMAINING SHELVES 16" O.C. VERTICAL. COMPANY AND OWNERS REPRESENTATIVE. HD WOOD WIDE PLANK PREFINISHED HARDWOOD - PROVIDE SOLID WOOD BLOCKING THROUGH FLOOR TO SOLID CONTINUOUS LVT LUXURY VINYL TILE BEARING SURFACE BELOW, UNDER ALL NEW STRUCTURAL POSTS. GPT CARPETING AS SELECTED BY OWNER. - ALL OPENING5 THROUGH FLOOR TO BE SEALED TO PREVENT AIR FLOW. STAIN/POLY STAIN AND 2 COATS POLYURETHANE, ADJUST FLOOR FRAMING AS REQUIRED FOR DUCTWORK PENETRATION. NATURAL FINISH INSULATION NOTE: FACT FACTORY FINISHED IT 15 THE INTENTION OF THESE DOGUMEN75 TO PROVIDE A COMPLETELY lT SEALED AND CONTINUOUS INSULATION ENVELOPE. FILL ALL CAVITIES UNFIN. UNFINISHED TIGHTLY, LAP ALL FRAMING AT CONSTRUCTION INTERRUPTIONS, SEAL LU ALL 6AP5 WITH FOAM INSULATION, PROVIDE COMPRESSIBLE SEALERS ` 1 SECOND FLOOR DOOR SCHEDULE AT MATERIAL CHANGES AND FOAM SEAL AND CAULK ALL ENVELOPE V Z POO DOOR DOOR R FRAME PENETRATIONS AT FLOORS, WALLS, CEILINGS AND ROOFS. z NO. LOCATION TYPE WIDTH HEIGHT THICK MTRL FIN MAT FIN POSITION REMARKS L 201 OVERLOOK H 3' - O" 6' - 8" 1 1/2" WOOD STAIN WOOD PT G 202 LINEN B 1' - 61 6' - 8" 15/51, WOOD STAIN WOOD PT B Z 203 BEDROOM B 3' - O" 6' - 51, 1 3/8" WOOD STAIN WOOD PT A 204 BEDROOM 1 4' - O" 6' - 8" 1 1/2" WOOD STAIN WOOD PT B V i v 2LIA 05 BATHROOM B 3' - O" 6' - 8" 1 3/8" WOOD STAIN WOOD PT A L 206 BEDROOM 2 B 3' - O" 6' - 8" 13/511 WOOD STAIN WOOD PT A 207 BEDROOM 2 1 5' - O" 6' - 8" 13/51, WOOD STAIN WOOD PT B 208 ATTIC SPACE= B 3' - O" 6' - 8" 1 3/8" WOOD STAIN WOOD PT A DOOR TYPI=5 POSITIONING NOTES DOOR AND FRAME NOTES ,2 7' Q 2 A. EXTERIOR ENTRY DOOR---PRE-HUNG INSULATED METAL GLAD WOOD A. LOCATE DOOR 6" FROM CORNER WHEN FINISH SCHEDULE 1. PROVIDE DOOR TRIM CONSISTENT WITH DOOR W/WOOD FRAME. SIX PANEL EME3055FO DE510N. 5TEELGRAFT INDICATES 4" TRIM DETAIL AND 8" FROM CORNER WHEN ROOM TRIM. SEE FINISH SCHEDULE. A-1 2 - 6" 1' - 9" 15' - 6" 19' - 10" OR APPROVED EQUAL. DOUBLE BORED FOR DEAI7D BOLT. FINISH SCHEDULE INDICATES 6"TRIM ETAIL. 1 2. PROVIDE EXTERIOR TRIM SIMILAR TO WINDOWS. � - 9 B. INTERIOR SWING DOOR---51X-PANEL COLONIAL DESIGN. B. CENTER DOOR ON WALL SURFACE BETWEEN ADJACENT WALLS PERPENDICULAR TO THAT SURFACE. I 04 _ G. EXTERIOR ENTRY DOOR--- PRE-HUNG IN5ULATED HOLLOW METAL I DOOR W/WOOD FRAME. 51X PANEL EMB055ED DESIGN. 5TEELCRAFT G. DOOR LOCATION AS 51-10WN ON PLAN. I I _ I OR APPROVED EQUAL. DOUBLE BORED FOR DEADBOLT. j O — "00D STOVE FLUE I I I W/RAIN GAP, D. TRIMMED OPENING. I I STORM COLLAR I CLOSET r— E. EXTERIOR ENTRY DOOR---SLIDING GLASS DOOR Q I ROOF SLOPE AND FLASHING t F. OVERHEAD DOOR--- INSULATED GARAGE DOOR. FINAL BEDROOM 3 ,. .. -• 1.-• - r— PROFILE TO BE 5E1._EGTEP BY OWNER. I iV 204� -- iv � 2041 I G. TEMPERED GLA55 SHOWER DOOR W/570P ROOF O O I �. SLOPE , I ' - I H. INTERIOR SWING DOOR--- BI-FOLD 2-PANEL , I i- I DISPLAY SHELF W/1X6 BULLNOSE 8 LVT FLOORING. I. INTERIOR SWING DOOR---BI-FOLD 4-PANEL 5' -O" SEE DETAIL 2/A-5 I I � ROOF LOSE SLOPE ALL WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS SHALL BE CONSTRUCTED GREA los in X202 ROOM WITH STRUCTURAL HEADERS FIRMLY 5)PPORTED ON JACK5TUD5 WITH A 4x4 MINIMUM P05T, CONTINUOUS FROM FLOOR TO PLATE, ON EACH SIDE OF OPENING. \ / 1X6 W/SULLNO /BELOW 01 HEADERS SHALL BE CONSTRUCTED 50 AS TO MATCH WALL THICKNESS. 5E DUGTWORK 3 1/2" CHASE o I 202 ,' 42" HIGH WOOD RAILING 7=, f -UNLESS OTHERWISE NOTED ON PLANS L E PROVIDE THE FOLLOWING 51ZED HEADERS IN 2x4 STUD WALLS: E ' r_ _ �i' 2 8 BALUSTERS 1 UP TOA 5-O WIDE OPENING: (2) .2x5+1/.2" GD PLYWOOD SPACER ry 3 - ' m A-5 5X5 WOOD NEWELL P05T � A 5 OVER 5'-O" INIDE OPENING: (2) 2x12+1/2" GD PLYWOOD SPACER PROVIDE THE FOLLOWING 517ED HEADERS IN 2x6 STUD WALL5: 1 1' - -71/21, 5' - 1" 2' -4 1/2":. UP TOA 5-0 WIDE OPENING: (3) 2x6+(2) 1/2" GD PLYWOOD SPACERS "5 N IN LL --- - - - -- - - - -- - - - -- ------- I OVER 5'-0" INDE OPENING: (3) 2x10+(2) 1/2" GD PLYWOOD SPACERS w —0 � I I I I I I I I I -� I I 6 0 14R @ T.5" _ O BATHROOM N Q �\ x 113T C. 11" m 205 00 Ay,� lQy. • SECOND FLOOR WINDOW SCHEDULE GCQ-- 206 ' 2 ROOF ROOF SLOPE Q '" ET WINDOW SIZE � 1 N SLOPE = at NO. LOCATION WIDTH HEIGHT TYPE DTL. MAT REMARKS O O ATTIC SPACE 3' - O" 5' - O" Double Hun with Trim 2oT RAT 201 9 202 BEDROOM 2 5' - O" 5' - O" Double Hung-Double 11' 6" LL 3' - 10" 4' - 8 1/2" 6 - 4 1/2" 203 3 4 - O ' - O" ' " Fixed _ FOYER \\ / 1 `� BELOW \` I i • 204 BEDROOM 3 5' - O' 6 - 011 Double Hung-Double - I I - BEDROOM 2 i revision ROOF I 207 SLOPE' I I I revision revision NINDON 5GHEDULE MOTES I I I revision SIZES INDICATED ARE,APPROXIMATE ONLY AND ARE TO BE PROVIDE MINIBLIND5 ON ALL WINDOWS, ALL WINDOWS SHALL HAVE LOW-E INSULATED GLA55 O <^3, w w date 06/24/20 VERIFIED BY CONTRACTOR ON SITE. 51ZED TO FIT BETWEEN JAMBS, LENGTH AS ATTIC 1 o _� ___......_.._..._ -0, D- CL REQUIRED TO FULLY COVER WINDOW. ADJUST WINDOW 51ZE TO MEET SPECIFIC WINDOW ADJUST WINDOW 51ZES A5 NECE55ARY SO THAT NO SILL ON INSTALLATION REQUIREMENTS. N w a _ drawn by JEA SECOND FLOOR 15 BELOW 24" A.F.F. PROVIDE FULL 51ZE INSECT SCREENS, SASH IL IL LOCKS, AND HARDWARE PULLS (OR INTEGRAL REFER TO WINDOW DETAILS FOR FURTHER INFORMATION 00 _ j 0 - - O checked by CLT ALL WINDOWS SHALL BE A55EMBLED AND TESTED IN PULLS) FOR ALL OPERABLE WINDOWS. I N V approved by CLT ACCORDANCE WITH A°iTM D-4099-82. scale 1/4" = 1'-0 LU " project number 2015 I sheet title I >L PROPOSED SECOND --------------_ FLOOR PLAN 5' - 6" 12' -0" 3' - 6" 4 - 0" 4' - 11/2" sheet number 1 PROPOSED 2ND FLOOR PLAN A-3 1/4" = 1'-0" A-3 1 i �I CONTINUOUS RIDGE VENTS TYPICAL. VENTILATION NOTE SEE VENTILATION NOTE THIS SHEET A_5 'I ATTIC VENTILATION TO MEET THE MINIMUM NET FREE VENTILATING Q it AREA (NFVA) OF 1 SQUARE FOOT OF VENTILATION FOR EVERY CONTINUOUS RIDGE VENTS, 150 SQUARE FEET OF ATTIC SPACE. CONTRACTOR 15 - "- - -- - ---- REQUIREDBLE WHEO ROVIDE INTAKE THE DOCUMENTS VENTS AS NOT, FOR NOPTE TH15 SHEET ICAL. SEE NTILATION _ 12 A BALANCED SYSTEM (50/o INTAKE, 50/o EXHAUST) 11 � -- I 12 0 o i I. AR_ !._ .... ._ .. _ _ -_ ._.... ... . . .... ._ _ ... ._ _ __ : - VALLEY FLASHING _ \` 12 TECTURAL SHINGLE ROOF A5 , WATER SHIELD UP ROOF 3 O r � r t ' ; OWN5POUT _._._. "-- FROM EAVE, TVP. r- W/SPLASH BLOCK FLASHING -I It I is T.I r I L I II 7 -�- 1 -�-T- - _ _ \ - 12 :� OMP051TE - --- -----»_ -_— PEDIMENT TRIM [ 1- 1 r 4" VINYL SIDING. COLOR AS \ ' \.. L1 1X8 COMPOSITE I SELECTED BY OWNER r_...........__._-.-___-. _-__._____ ___..- \ - - ,_ ._______- A _ ._ I 1 tt { .-_--- -r r171 T - - - -- . _ ARD: i _1. 1 11 -`-T -' -----' - --'-1' -r- I - =- - - ' / *,, - -, - - I1� I-� ,i LI _ i.T-��i;�I_ _l i 1X8 COM1111 POSITE FASCIA \\ ----- 12 i \� -- - T TRIM W/RAKE BOARD \ I T _ 1 - Le 02 " KIGKOUT KIGKOUT 12 \•, 4" VINYL SIDING. COLOR AS - T � r T C - - 77r - SELECTED BY OWNER r �r_I_i _7 7tILT "1 1 " / 7M i 1X8 COMPOSITE FASCIA ?.'.I.L m.I7 i!. .i_L.i. lj._ _. ;i _ - - 1_.i..T.J L� T i" - -- -- - -- - - __ TRIM W/RAKE BOARD CRICKET— /, \ - TI i _TIT-� C .L�-i-T.. _T r _ -. T _ -tLrLI_ L - T11_-?, 1 / O ~ ST - -- -- - - - - \ O `fl I . 8 /r PEDIMENT KIGKOUT - �' COMPOSITE TRIM BOARD I \� _---- -- -r- r -it I! - ---- - _ - - - -2ND FLOOR LEVEL th - �� L - CIOMP051TE TRIM - - N> INVO7 N-GRGhNN -- - - -.---- l i COMPOSITE TRIM OF PLATE --,, WINDOW GROWN TOP W ✓ - L� - 104 DOWNSPOUT W/SPLASH BLOCK 1T n EJ i IItu 4" VINYL CORNER TRIM, TYPICAL. --------------------- -----. , COLOR A5 SELECTED BY OWNER -------------- 116 -- - - - = _- _ - - ---- --- --- - - ,. j r - — ---- V 01 , 6" VINYL SIDING. COLOR AS ---- - - -__ - - � SELECTED BY OWNER - - - --- ---- -15- --- -- - --- O' _ O LU ' 15T FLOOR LEVEL - - -- I -- - ~„ - -- _ NEW CONCRETE APRON I V XS"SQUARE PERMACAST I I COMPOSITE ARCH TRIM I STRUCTURAL FIBERGLASS lu COLUMNS W/GAPITOL B BASE. I I ( I S" POURED CONCRETE I I in DOWNSPOUT W/5PLA5H BLOCK I 8" POURED CONCRETE I I FOUNDATION WALL W/ #4 BARS I I L I I I ( ( I EOGHDYVAYO@ 24 O.G. TYPICAL. I ( EACH WAY @ 24" O.G. TYPICAL. - - -- - - - - - - - - - - -- - - - - - - - - - - - - - I L- - - - - - - - - - -I I I I I I 1 __ _ _ _ _ _ _ _ _ 5' x 34" CONTINUOUS Q L — •— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I � - CONCRETE FOOTINGW/ (4) #3 I ( 12" x 24" CONTINUOUS I - - - - -- - - - - - - - - - -- - -- - - - - - - - - - -J r I I BARS CONTINUOUS. TYPICAL I CONCRETE FOOTING W/ (3) #4 BARS CONTINUOUS. TYPICAL BASEMENT FLOOR LEVEL I ( I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - -j- - - - - - - - - - - - -1-- - - - - - - - - - - - -- - - - - - -1- - - - - --- -- - - -J T.O. FOOTING L - - - - - - - - - - - - - - - - - - - - - -1- - - - -- - - - - - - - - - - -- - -- - - -� —� 1 A-5 1 FROFOSED EAST ELEVATION 2 PROPOSED SOUTH ELEVATION ii•l� 11 �-4114" :-- 1'-O" A-4 1/4 = 1 -O" r m 1 A-5 CONTINUOUS RIDGE VENTS, TYPICAL. CONTINUOUS RIDGE VENTS, TYPICAL. SEE VENTILATION NOTE TH15 SHEET -'-- -- SEE VENTILATION NOTE TH15 SHEET ALUMINUM VALLEY FLASHING -------------AI-_I��.�INUM \SAL LFY r;- r,4.lt�.i,�- - --- --- - . - - — - - - - - - -- ARCHITECTURAL SHINGLE ROOF A5 5ELECTED BY OWNER ICE AND WATER SHIELD UP ROOF 3'-0" FROM SAVE, TYP. 1✓ 12 r.lr r II 1- - - - _;.._:._-.: - -- --- - -� - ' / f - --- 1X8 COM1PO51TE FASCIA T, -- 1 _ - TRIM W/RAKE BOARD - , -t t k { if - — —_---- -------- 5.,3... ...,- — _ - j: I - - .__ 1X8 COMPOSITE FASCIA TRIM NVRAKE BOARD L - ;, t,.._.,.._..,- -- WOOD STOVE FLUE W/RAIN GAP --- ---- --- WOOD STOVE FLUE W/RAIN GAP STORM COLLAR AND FLASHING I 7` ------- STORM COLLAR AND FLA5HING --- ..... ......... •�N� :. ......, RAS _ !_ _ ti .` �•. • - 4" VINYL SIDING COLO r-1'-- �;...,......... _, -,.., _;;_:_,...=..,A.-,: . � - s•=-•.,, SELECTED BY OWNER FT it j- — --- a t r , !S IKIGKOUTT� 1 - --- p KIGKOUT � I ] L ND FLOOR LEVELMPOSITE TRIM BOARD �" 2 E ------------ - - - - - •___._ _.__ ----- -- ------ - --- TOP OF PLATE revision 112 revision SEAMLESS ALUMINUM GUTTERS revision 05/29/20 - - 6" VINYL SIDING. COLOR AS ---- revision 05/14/20 SELEGTED BY OWNER ------ - - ` -- - 4" VINYL CORNER TRIM, TYPICAL. m m -- --- ------- date 06/24/20 ! t ---- 6 ---p drawn by JEA { COLOR AS SELECTED BY OWNER - - ---= DOWNSPOUT W/5PLA5HBLOGK ' - -- --- --- i O - _ m checked by 'LT - - 15T FLOOR LEVEL - - _-_ � I - approved by CLT O -O - --- �--- - - - - scale 1/4" = 1'-0" project number 2013 I ( I I \ BILGO DOORS I I 5" POURED CONCRETE I I I sheet title DOWNSPOUT ( I ( I ( ( W/WEATHER STRIP KIT I I FOUNDATION WALL W/#4 I I W/SPLA5HBLOCK I ( I I -� 8" POURED CONCRETE I I BARS EACH WAY @ 24" _I I L - - - - - I ROP05ED FOUNDATION WALL W/#4 ( I O.G. TYPICAL. ( I BARS EACH WAY @ 24" ELEVATIONS O.G. TYPICAL. - - - - - - - - I I I I I I I 8" x 34" CONTINUOUS I 12" x .24" CONTINUOUS CONCRETE FOOTING W/ (4)#3 CONCRETE FOOTING W/(3) #4 BARS CONTINUOUS. TYPICAL i I BARS CONTINUOUS. TYPICAL 3 A-1 I BASEMENT FLOOR LEVEL �- - -- - - - - - - - - - - - - - - - -- - --�-- - - - - - -L- - - - - - - - - - - - - -� T.O. FOOTING L - - - - - - - - - - - J-- - - - - - - - sheet number - 1 A-5 4 PROOPSED NORTH ELEVATION 3 I=ROPOSED YNEST ELEVATION A-4 �-4 1/4" _� 1'-O" A-4 1/4" = 1'-O" --- -------- I' Q WOOD HANDRAIL AS Q-) i' I Cf-) II, II I SELECTED BY OWNER a s= ,. o F- cn WOOD BALUSTER A5 TE DISPLAY SHELF DETAIL SELECTED BY OWNER SIMILAR. REMOVE RAILING d BALUSTER $ REPLACE CARPET FINISH W/LVT. m 1X6 W/BULLN05E FINISH CARPET FINISH 3/4" 5UBFLOOR 2X10 FLOOR COLONIAL CASING JOISTS @ 16" O.G. W/BRIDGING AT MIDSPAN (2) 1-3/4" X 11 1/4" MICROLLAM HEADER. X1 WRAP IN 1/2" GWB. GWB ,W L CONTINUOUS RIDGE VENT 2 O\/ERLOOK DETAIL L V � ty PREFABRICATED TJI ROOF RAFTERS AT 16" O.G. DESIGNED BY A NEW YORK STATE LICENSED PROFE55IONAL ENGINEER TO CARRY ALL O CODE REQUIRED LIVE AND DEAD LOADS. ALL CONNECTIONS TO BE MADE WITH 51MP50N STRONG-TIE CONNECTORS PER MANUFACTURER'S � 4.' JI ROOF REOUIREMENT5. PROVIDE MULTIPLE LINES OF CONTINUOUS BRIDGING v RAFTERS @ 16" O.G. SPACED PER TRU55 JOI5T MANUFACTURER'S REQUIREMENTS. CONFIGURATION SHOWN IS ILLUSTRATIVE SCHEMATIC ONLY. FINAL LU MEMBER SIZING, DETAILING, BRACING AND CONFIGURATION BY ENGINEER. SEE GENERAL NOTES ON G-1. Q MAINTAIN 1-1/2" AIRSPACE. INSTALL PROP-A-VENT AS REQUIRED,. VD — — T.O.W. PROVIDE 14" 16' - 11 3/4" FIBEROLA55 BATT BLOWN IN CELLULOSE INSULATION. R-4q.0 MIN. INSULATION R-4q.0 14" DEEP TJI ROOF RAFTERS @ 16" O.G. BATHROOM OVERL CK 2O6 �\� i 3.5" SPRAYFOAM INSULATION. R-25 m BLOWN IN CELLULOSE i I \ \ 2 INSULATION R-4q.0 _ , � � BEDROOM CEILING — — — - — _ \/AULTED(I EAT — — — — — _ _ _ — — — —2ND FLOOR LEVEL ., 2X6 GEILING JOISTS &1 - 11114" 2X10'5 @ 16" O.G. W/BRIDGING AT MIDSPAN ., 1 (2) 1-3/4" X 11 1/4" RODM W/1/2" O . PAINT FINISH -IL MIGROLLAM HEADER. — — — — — — — _ _ _ TOP OF PLATE ". WRAP IN 1/2" GWB. 1" WOOD TRIM. PAINT FINISH S' -O 1/2" PROVIDE 8" SPRAY _ ~. _ APPLIED URETHANE FOAM - v - ' ~%1_- -t--~ v.-T= . 2X4 WOOD SOFFIT 1 1 SOLID WOOD `===}.:~..w:' _ INSULATION R-4q.0 MIN. - -_ , _ ��`.�. ~;`�� s BEVELED BEARING PLATE :-.2k 5/5" M015TURE _r ❑ RES15TANT TYPE-X GWB PROVIDE STONE - p -, -.; -.-I-•-- El VENEER WALL FINISH `T- ` BEHIND WOOD ,-..__.._.._� STOVE. FINAL d: ..:._. - � GARAGE SELECTION TO BE �� ` li a> a �� lill 4' - 1" cn MOISTURE RESISTANT GAB TEMPERED GLASS ON f !^/PAINT FINISH - TOP OF HALF WALL. cn CERAMIC TILE SHOWER. PROVIDE / -_....________-- \ J TWO SHOWER HEADS. COORDINATE _ MOISTURE RESISTANT GWS STYLE S LOCATION A/OWN R-­� A/PAINT FINISH 45"x48" 24"x53"x12" 45"x48" CERAMIC 3'-OWIDE X 6'-5" MIRROR DEE it z ' TILE { CABINET Q HIGH TEMPERED m SHOWER I in in w 6LA55 DOOR O _ N O 1/2" � PROVIDE TWO I SHOAERHEADS. ----�----.._.__+-.._.._.....___ ..-__..._.�___ `� o TOILET m _ COUNTERTOP d COORDINATE STYLE - ' / BAG1<51FLASH AS ` r 101 11'1 I TEMPERED S LOCATIONS WITH i SELECTED BY OWNER GLASS OWNER tu o -. r � GLA55 DOOR Q I ry o ' IIll IIII i BUILT IN i10T 6 I SHOWER 42" BA5E _24" BASE 42" BASE iy -' --BENCH--°------- ° \\ / o \ o \\ Ll LVT FLOORING A5 SELECTED BY OWNER 15T FLOOR LEVEL — ! � : A-6 . .. — 1" BASE m - GASINE� CERAMIC TILE BASE AS MOISTURE RESISTANT GWB to FILLER SELECTED BY OWNER A/PAINT FIN15H 1" BASE I m CABINET In FILLER I ^ N Lo 6 -4" _ MASTER BATH ELEVATION — E 6 MASTER BATH ELEVATION — D MASTER BATH — ` ' ' �ro 1/2" = 1'-O" m YVALK-IN CLOSET 106 I �-1--i 1lu 55 L V TRIM TO HAVE MITERED 105 I 106 CORNERS AT HEAD O O ' ` REFER TO ROOM FIN15H ■—, ,, v SCHEDULE FOR TRIM TYPES ,iii--1 LU �--�� � 5/4" SILL A, 5 EASED EDGES MASTER BATH PLAN _ VARIES A-(� 1/2" = 1'-O" Q O V / • j 1 1/5" �' `�INPO!' `� TH 5 SHEET SEE CASINO PROFILE E;)OOp I` `t COLONIAL CAASING51N6 i. 1 SILL � m 9 Ns SEE CASING 9 � �V_ 27"X30" WALL A-6 PROFILE THIS SHEET A-6 CABINET COLONIAL BASE SEE GASING BASE WITH 6" HEIGHT S PROFILE THIS SHEET BACK GUT --- SHOE MOLD COLONIAL GA51NO 12"x30" WALL CABINET // I O O I BASE CASINO TRIM AT A CESS R �_� I \ ACCESS � \ - -�-36"x36" O Q DIN- - HEAD 4 JAMB CORNER LAZY 24"x30" WALL I SUSAN BASE — = — CABINET I � -- — \ I 36" SINK BASE P15HAASHER 15" BASE \ AS SELECTED 8 INTERIOR TRIM PROFILES q INTERIOR TRIM DETAILS BY OWNER -. I 3/4" - 1'-O" A-6 3.. = 1'-O" _ OI Lu A-6 - 30"x30" ( z c0 WALL �j CABINET 0 30" BASE 30" BASE 24"x30" WALL I I @,� J CABINET y I I < 3 A-6 36"x24"x24" DEEP 1" CABINET FILLER /WALL CABINET\ / / \ 24"X42" 30"x30" HALL 24"X42" / / \ KITCHEN LL GASINET WALL 12"X360" / 2'1"X42" \ O 110 \ I / CABINET CABINET WALL WALL 112 revision 33"x42" HALL 30"x42" WALL �\ CABINET \ \ CAB INET revision \ GASINET / \ CABINET / yyi � 1' -4" 2'- 1" 6 - 5. revision CORNER ACGES5 \ \ / m revision � RANGE HOOD AS date SELECTED BY REFRIGERATOR AS 06/24/20 COUNTER TOP S OWNER. EXHAUST - SELECTED BY OWNER drawn by �� BACK SPLASH AS THROUGH � REFRIGERATOR COUNTER SELECTED BY CASEWORK TO 111 AS SELECTED TOP 8 BACK checked by OWNER BY OWNER EXTERIOR WALL 5PLA5H A5 ' 30" BASE 33" BASE CLT 111 SELECTED ... ..... . . . .. ..... . .. :. - - - - - - - - — — — — — — — — approved by CLT i - BY O>NNER o o PANRTY �/ o O ry \ 111 I scale As indicated D �r i DUCT project- - - ct number p J 201 3 \ / OVEN AS 30" RANGES CHASE /33' BASE 30" BASE 24" BASE /36" SINK BASE \ DI5HWA5HER 15" BASE p N / sheet title SELECTED BY A5 OWNER 4 \ SELECTED o in KITCHEN BY OANER BATHROOM -36"x24"x24" DEEP 30"x42" WALL 33"x42" WALL ® 115T FLOOR LEVEL — — — _ G NEA REFRIGERATOR A5 AALL CABINET GASINET CABINET ANS SELECTED BY OANER. 36"X36" 36"X36" ELEVATIONS ATIONS CORNER CORNER PROVIDE POWER/PLUMBING LAZY SUSAN LAZY SUSAN AS REQUIRED. CABINET CABINET sheet number 4 KITCHEN ELEVATION — G 3 KITCHEN ELEVATION — B 2 KITCHEN ELEVATION — A 1 KITCHEN PLAN i II U Q jl I 15 b" 19'-10" I T DN 2R 6" E ,,_q.. _ _ T -- I WOOD STOVE FLUE W/ RAIN GAP,STORM - -t- J �W — U LF BAT F i I I L! DOLLAR AND FLASHING � I I — I I i I , I I I Ijc� N T ET BEDRO M 3 GLO E ; I 00 >< KITCHEN N i 20� 20 110 II WooD I O 0 T I W> BURNING I I I p STOVE 0 , MAS AT LL GL05 PANRTY �o E TRY4LAUNI�IRY 111 W VAULTED GREAT ..... .. '202 Roots I z LK-IN GL ELOW ROOM I 105 IG DUCTWORK _ i — — — CHA5E— LI E 'OVERLOOK 2 BATHROOMS ----------� - - � - - - - -- - -- - �'------ ---� � , — - --I - 'd ' I I I I I I I I I I I I I I H v iN"1148DUCT CHASE —SERVICE SINKZ14R e L5I 14Rn , 113T®,'," I I I I I I - ,3�T c�tO" 13T 11" I MASTER SUITE / I m � iry �' I �� , m � I CLOSET 2 DINING ROOM VAULTED FOYER �' 103 101 'J r FOYER` BELOW � I � ATTIC 5TORAGE TRUSSES LU \\ \1 1 — 7 BEDROOM 2 I@ 24"O.G. Lill ] Z ' I , ----- _ GARAGE ry I I I I � ATTIC PAGE ) I 114 I ILU y-DN 2R06"-_i --- — —r— i O _'i I' 1 i- I I V Ell I ILU LU ill i L -----------1----------- 12,_6„ 3._6„ 12,_O, 3'_b" 4'-O" 4'-1 1/2" Oll'-61/2" 10'-11 1/2" 14'-p" 3 PROPOSED 2ND FLOOR PLAN - PLUMBING 2 PROPOSED FIRST FLOOR PLAN - PLUMBINGLU P-1 13/16" = V-O" P-1 3/16" = V-0" m LI L 56'-11" q'-4" I I - -- - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - 7 °° ,. 97 I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — I I °• I I I PLUMBING 5Y5TEM5: I I - THE CONTRACTOR SHALL COORDINATE W/ THE PROJECT REPRESENTATIVE TO CONFIRM THE I I ry FINAL REaUIREMENT5 AND LAYOUT INFORMATION FOR ALL PLUMBING SYSTEMS. I ° I Fm TOP OF SLAB=-:-:r " I I LD - THE CONTRACTOR, USING PROVEN CONSTRUCTION PRACTICES, IS RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND METHODS NECESSARY FOR THE INSTALLATION OF COMPLETE AND EFFECTIVELY OPERATING PLUMBING SYSTEM THAT COMPLIES WITH ALL GOVERNING LOCAL, I ° STATE, AND NATIONAL CODES AND REOULATIONS. I ° - THE CONTRACTOR SHALL HAVE ALL WORK PERFORMED BY A QUALIFIED PLUMBER LICENSED BY THE OOVERNINO MUNICIPALITY IN ACCORDANCE WITH THE CURRENT EDITION NATIONAL I F PLUMBING GORE AND THE BUILDING CODE OF NEW YORK STATE. - THE WATER 5Y5TEM PRESSURE AT THE BUILDING ENTRANGE SHALL BE MINIMUM 5TATIG �- - - - - - - - - - - - - - - - - - - -1 I L I I I I PRESSURE OF 40K)5i TO A MAXIMUM STATIC PRESSURE OF 5Op51. - - WORK FOR ALL NATURAL GAS PIPING AND INSTALLATION 5HALL BE IN ACCORDANCE WITH THE - - - - - - - - - - - - - - - - - - —I °-�- - — CURRENT STANDARDS OF THE UTILITY COMPANY. I L71a- J ' 4 L - J �- - J - VENTILATION FOR ALL GA5 FIRED APPLIANCES SHALL BE IN ACCORDANCE WITH THE I 14R 1.5"I a I I I RE5IDENTIAL CODE OF NEW YORK STATE. I ° I I, i isr 1O N I I " - -' I ( I � I I "? revision - PROVIDE TWO SHOWERHEAD5 IN MASTER BATHROOM. STYLE AND LOCATIONS TO BE DETERMINED BY OWNER. revision I I revision - GO1�lTRAGTOR SHALL PROVIDE A DRAWING OF PLUMBING 5Y5TEM COMPONENTS INCORPORATING ALL I I ° I I revision OF THE ABOVE, AND ILLU5TRATINO COMPLIANCE WITH ALL GOVERNING GORES, TO LOCAL GODE5 OFFICER, PROJECT REPRE5ENTATIVE ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF a I I I I I date 06/24/20 PLUMBING SYSTEM WORK. I BASEMENT 116 I I drawn by SEA checked by GLT approved by _ CLT ,Q F-I — — — 1 ° I� i scale a5 indicated project number 2013 I I II II a I - sheet title - - - - - - - - - - - JL- - - - - - - - -JL - - - - - - - - - - - - - - � PLUMBING ry BAGKGROUNDS I � I IL- - - - - - - - - - - - - - - - - i a 201-51, 11'-6 1/2" 10'-11 1/2" 14'-O" -1'-4" sheet number 1 PROPOSED BASEMENT PLAN - PLUMBING P-1 3/16" = V-O" P-1 i Q I 1q' 10" DN2R6" i 73 II ' . I { ------------- ------------- f I E I: 7 1 0 I II I I I 1 - I - I I _D 1 I —WOOD STOVE FLUE W/ .. o o DN b" I' i I I O RAIN GAP STORM J 'I 0 0 — I Q DIN I LF BAT , I R N FLASHING I I COLLA AND F 1 I I � T ET BEDRO M 3 GLO E — 1 O KITCHEN ; 10- 204 20 110 l i wooD r`- O CJ O __ I BURNING a I T STOVE I T MAST A 106 GL05 PANRTY �o GREA E TRY/LAUNDRY 111 W VAULTED GREAT ROOM - Z - BELOW - 112 J ROOM FFF >< I LK IN GL S 105 IG : CHASE ` LI E ' I ° 'OVERLOOK 1 — — — — 2 / / 201 /// ,••- DN6 - - - - - - - - - - - BATHROOMS - - - - -- - - - ----- - F - a ' I I I ` DUCT CHASE SERVICE SINK - v _ 14K® I 1 II 114R�7.5"I I I I I I I I I I I `. - - - - - - - - 0 p z 7.5"S I I 1 14R o'75" I m ry ,' 113T 11" 1 1 1 1 1 1 1 1 1 1 1 o Q 13T ,O" 1 -I 13T C 11" I MASTER SUITE I I X QL ��JI I I I O — 104 m / ' I GCpSET - m �I m 1 2 DINING ROOM - ` i ,' ` •: VAULTED FOYER J � Fes,ER` 103 101 I ` 7 ' 1 BELOW I \ I 1 / ATTIC STORAGE TRU55E5 V C r 1 BEDROOM 2 ' 24"O.G. ry LU - iv � •, I I DN --- ------ J GARAGE I -71 ! ATTIC PAGE 114 1 1 - I ' I LU DN - 1 L---- --------1----------- -J I �— iv I I N - — — - LU 4H OL OL ------------1----------- 4'-O" 4'-1 1/2" .. ... .. . . 39-7, 14'-o^ V 3 PROPOSED 2ND FLOOR PLAN MECHANICAL PROPOSED FIRST FLOOR PLAN MEGHANIGAL M-1 3/16" = 1'-0" M-1 3/16" = 1'-0" m I I — — — — — — — — — — — — - — — — — ° — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — I r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' I I I I a I I a I H TOP OF 5LAB QLL I o I Q - - " ° I a I-IT �i- - - - - - - - - - - - - - - - - - - I L _ J- -t + H— a — — — — — — — — — — — — — — — - -- L — J — I I I I — L O—I- -- — 1—O--I— — — I ° r - - - - - - - - I I 14R ry I I li I I i3Tlc� 10" revision MECHANICAL 5Y5TEM5: a l I I l a l revision - THE CONTRACTOR SHALL COORDINATE W/ THE PROJECT REPRESENTATIVE TO CONFIRM I I ° I n revision THE FINAL REQUIIREMENT5 AND LAYOUT INFORMATION FOR ALL MECHANICAL SYSTEMS. I I I I I I I - MECHANICAL 5,ERVICE5 SHALL INCLUDE, BUT ARE NOT LIMITED TO HEATING, COOLING AND I I I I revision VENTILATION SYSTEM. PROVIDE ALL MECHANICAL SYSTEM WORK IN ACCORDANCE WITH I BASEMENT i date 06/24/20 THE CURRENT LOCAL CODES OFFICE AND THE RESIDENTIAL CODE OF NEW YORK STATE. I I I I I a I drawn by - THE CONTRACTOR, USING PROVEN CONSTRUCTION PRACTICES, IS RESPONSIBLE FOR JCA " I I checked by PROVIDING ALL LABOR, MATERIALS, AND METHODS NECESSARY FOR THE INSTALLATION I I I I GLT OF COMPLETE AND EFFECTIVELY OPERATING MECHANICAL SYSTEM THAT COMPLIES WITH I I I l� I I approved by CLT ALL GOVERNING LOCAL, STATE, AND NATIONAL GORES AND REGULATIONS. — — — — "' I i— — — — J I I L — —— — — - - THE CONTRACTOR SHALL HAVE ALL WORK PERFORMED BY A QUALIFIED HVAC — — — scale — J As indicated CONTRACTOR IN ACCORDANCE WITH THE CURRENT EDITION NATIONAL PLUMBING GORE ( I I I I _ ° I project number 2013 ° ° . - AND THE RESIDENTIAL GORE: OF NEW YORK STATE. I sheet title - PROVIDE PROPER EXHAUST VENTILATION IN ALL BATH AND KITGHEN AREAS. EXHAUST :AN6E HOOD THROUGH CASEWORK TO EXTERIOR WALL a I " MECHANICAL - CONTRACTOR SHALL PROVIDE A DRAWING OF HEATING/COOLING 5Y5TEM L- — — — — — — — — — — — — — — — — BAGKOROUNIDS COMPONENTS INCORPORATING ALL OF THE ABOVE, AND ILLUSTRATING I - a - a COMPLIANCE WITH ALL GOVERNING CODES, TO LOCAL CODES OFFICER, PROJECT — — — — — — — — — — — — — — — — — — — — REPRESENTATIVE -$ ARCHITE:CT FOR REVIEW PRIOR TO COMMENCEMENT OF 5" 10' 1/2" 14'-O" q'-4" HEATING/COOLING SYSTEM WORK. Sheet number 1 PROPOSED BASEMENT PLAN - MECHANICAL M-1 I 'IIID 3q' T' ( — O - — --- — c , iq 10 O ------------- ------------- — j I T .. 1 1 I. _ � I J WOOD STOVE FLUE W/ DN 6""" IIS I I I RAIN GAP,STORM J I I COLLAR AND FLASHING LF BATH - �- °° °° DW — 0 Il; il T ET BEDROOM 3 CLO E00 KITCHEN --- ; ry i 204 20 i I 110 i W WooD 0 O T !('3' > SURNING I - I 10 STOVE 1G I i 1 MAST AT >< GLOS PANRTY I o ,202 Roo 1 E TRY/LAUNDRY 111 I i J VAULTED GREAT LK-IN CL05 BELO b 112 i ROOM 105 DUGTWORK 1 1000 GHA5E LI E i' 1 (� 2 ,'OVERLOOK — — I 1 i ry / ---------�- - - BATHROOM, - - ® - - - - -- - - - ----- --� i 206 114R® f.5"I I I I DUCT CHASE SERVICE SINK 0 Z 14R 7.5"5 I I 14R f.5" I m ry I Q 3 O Q1 1 13T 1 i" a n 1137 @ 11" 1 1 1 1 1 1 1 1 I I MASTER SUITE 104" ® -- -- CLOSET m p. m — — — — — — �-1 DINING ROOM VAULTED FOYER � �"- 103 101 v I ` ' FOYER` BEILOW 1 / ATTIC STORAGE TRUSSES ;j- LU ` I BEDROOM 2 0 24"O.G. ry 1 ` 1 207 I V I I DN ------ GARAGE I �-_- t1 ry L J ATTIC PAGE TI L 1 --- -------1---------- -J ---- I O V I■ Lv LU I N I I 3'-6" 4'-O" 4'-11/2" ... : . . . " , _ 3q'-,7*, 56'-11" a 3 PROPOSED 2ND FLOOR PLAN - ELECTRICAL 2 PROPOSED FIRST FLOOR PLAN - ELEGTRIG-AL - LU m 56'-11" q'-4^ — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — I a ' i I a• I - I I I ry al I H TOP OF SLAB -O" Ln N I L I — I i ry d 1 I I 1 1 1 - - - - - - - - - - - - - - - - - - - � e r - 7 r- -I - - - - - - - - - - - - - - - - - _ — — — — {— o I — — —L --}— — a I � b — — — — — — — ELEGTRIGAL SYSTEMS: I I � L � J 1 1 1 1 1 1 I_ — J � — J I � 14R 7.5"I 1 a- I I I - THE CONTRACTOR SHALL COORDINATE W/ THE PROJECT REPRESENTATIVE TO CONFIRM ry I I I I i i3Tlo 1TOO THE FINAL REaUIREMENT5 AND LAYOUT INFORMATION FOR ALL ELECTRICAL SYSTEMS. �? I I —---—— _ _ _ I I ' revision - THE CONTRACTOR, USING PROVEN CONSTRUCTION PRACTICES, IS RESPONSIBLE FOR m I I I a I I ° I m revision PROVIDING ALL LABOR, MATERIALS, AND METHODS NECESSARY FOR THE INSTALLATION I a I i I I I revision OF COMPLETE AND EFFECTIVELY OPERATING ELEGTRICAL SYSTEM THAT COMPLIES WITH I I a I ° I I n revision ALL GOVERNING LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS. I I I I I - THE CONTRACTOR SHALL HAVE ALL WORK PERFORMED BY A QUALIFIED ELECTRICIAN a I BASEMENT I I date 06/24/20 L,ICEN5ED BY THE GOVERNING MUNICIPALITY IN ACCORDANCE WITH THE CURRENT EDITION I I I 116 I I drawn by JEA 1�IATIONAL ELECTRIC CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE. r I d I I I I I checked by GLT - PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION AT ALL RECEPTACLES IN BATH AREA, ADJACENT TO KITCHEN 51NK5, GARAGES AND OUTDOORS. I I I I I approved by CLT - PROVIDE SMOKE DETEGTION IN EACH BEDROOM AND IN THE VICINITY OF THE ENTRANCE I I I I I I I a scale As indicated TO ALL BEDROOM5. SMOKE DETECTORS ARE TO BE HARDWIRED AND INTERCONNECTED. m - PROVIDE CARBON MONOXIDE DETEGTION OUTSIDE OF EACH SEPARATE SLEEPING AREA I I —i L — _ — — — — — — — — J I I I ( I I < d I project number 2013 IN THE IMMEDIATE VIGINITY OF THE BEDROOMS. WHERE FUEL-BURNING APPLIANCE 15 sheet title LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A GARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. ( I ELECTRICAL - PROVIDE WIRING FOR ALL MECHANICAL EQUIPMENT, CONTROLS AND APPLIANGES ( I BAGKGROUNID5 REQUIRING ELECTRICITY. - PROVIDE NEW LIGHTING FIXTURE5 THROUGHOUT HOUSE, INCLUDING WIRING AND — — — — — — — — — — — — — — — — C:ONTROLS. LIGHTING FIXTURES AND FINAL LOCATIONS TO BE SELECTED BY OWNER d I - CONTRACTOR SHALL PROVIDE A DRAWING OF ELECTRICAL 5Y5TEM C:OMPONENT5 INCORPORATING ALL OF THE ABOVE, AND ILLU5TRATING „'-6 1/2" 10'-11 1/2" 14'-O" q'-4" COMPLIANCE WITH ALL GOVERNING CODE5, TO LOCAL CODE5 OFFICER, PROJECT 66'-3" R1EPRE5ENTATIV'E 4 ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF sheet number ELECTRICAL 5Y5TEM WORK. 1 PROPOSED 5ASEMENT PLAN - ELEGTRIGAL E'-'1 GORE GOMPLIANGE NOTES TABLE a MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 4" STAMPED CONCRETE N/6/6 10/10 WWF PITCH AWAY !E FROM BUILD (in pounds per square foot)ING 1/8" PER FOOT (COLOR 8 PATTERN TO BE a lill SELECTED BY OWNER/ARCHITECT) NAILING REOUIREMENT5 NALL FRAMING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 8602-YVOOD WALL FRAMING, USE LIVE LOAD} AND TABLE R602.3(1)-FA5TENING SCHEDULE OF THE RESIDENTIAL BUILDING CODE OF NEN YORK. C 10 Uninhabitable attics without storage b cn _- - _-.- - _ F-) 4 2QL VE LOADS SEE TABLE RL5) UninhattabtPatcswit II 2 R @ 6" STAMPED CONCRETE STAIR GROUND 5NON LOAD = 25 PSF HaUtable attics and attics served with fixed stairs 30 III (PROVIDE EQUAL RISER HEIGHTS) 1T @ 12" ROOM LIVE LOAD =40 PSF ROOF LIVE LOAD = .20 PSF Balconies exterior and dnk-se dQ #4 N05E BAR 2" Fire escapes 40 � III CLEAR OF EDGE SMOKE ALARM LOCATIONS 4 INFORMATION Guards and handrails`t 200 R314.3 LOCATION. PROVIDE 1/2" x- - SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLONING LOCATIONS: Guard in-fill cam nentst FQh d ° -x-.--x PREMOLDED ISOLATION o a ,- -� 1. IN EACH 5LEEPING ROOM. Passers ervehicle are ese 50$ JOINTS 1/4" BELOW �-PITCH x , 2. OUTSIDE EACH SEPARATE 5LEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. Rooms other than sleeping rooms d0 SURFACE VV/SILICONE °� 0 3. ON EACH ADDITIONAL STORY OF THE DNELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS Stem nq rooms 3Q JOINT SEALANT x o�ftj V°� AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DNELLINGS OR DWELLING UNITS KITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETNEEN THE ADJACENT Stairs qQ c A x' o -x �z� is x " -x=�P'. -- LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 5UFFIGE FOR TrE- AnJAGENT 12 °�• ° 0O d 006 LONER LEVEL PROVIDED THAT THE LONER LEVEL 15 LEb- THAN ONE- 111,1L_ Ci;'; �•Li... Y^,THE ° HAUNCH SLAB UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET(ql4 MM) HORIZONTALLY FROM _. d O AT STAIR O THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLE55 THIS I ' 12 ---------- -- Q o a 0 - 2 X 4 KEYWAY z MOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. �'� 0 I ,/r M�0, ;h �QM� �1 CJ •-8 R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. U �-PJ SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLONING LOCATIONS UNLESS THI5 MOULD PREVENT IUN 2 Q 14" DEEP'TJI ROOF 1, i PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. 2020 RAFTER'.3 @ 16" O.G. 8" THICK POURED CONCRETE - BASEMENT NOTES 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET (60% MM) ARCHITECTURAL SHINGLE ROOF FOUNDATION WALL A/#4 BARS o HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOKING APPLIANCE. EACH AAY @ 24" O.G. �Op / 2. IONIZATION SMOKE ALARMS KITH AN ALARM-SILENGING SNITCH SHALL NOT BE INSTALLED LE55 A5 SELECTED BY OWNER t o PREFABRICATED TJI ROOF RAFTERS AT 16" O.G. DESIGNED t 0 j THAN 10 FEET (3048 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING - PROVIDE OVERHEAD LIGHT AND GFI ELECTRICAL OUTLET , ICE AND NATER SHIELD UP ROOF �� 0 d r APPLIANCE. NEAR WATER SERVICE AND HOUSE TRAP. BY A NEN YORK STATE LICENSED PROFE55IONAL ENGINEER 3'-O" FROM EAVE, AND EACH O i TO CARRY ALL CODE REQUIRED LIVE AND DEAD LOADS. 0 3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET (1828 MM) 8" x 34" GONTINUOU5 i HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. ALL CONNECTION, TO BE MADE WITH SIMPSON STRONG-TIE SIDE OF EACH VALLEY TYP. CONCRETE FOOTING W/ ° - INSULATE ENTIRE BASEMENT CEILING YV/q.5"' GRAFT-PAGED -CONNECTORS PER MANUFACTURER'S IREQUIREMENT5. �� �O 4 a ° i FIBERGLASS BATT INSULATION. R=30.0 (4)#3 BARS CONTINUOUS. b. ° - -- b a MAINTAIN 1-1/2" AIRSPACE. INSTALL .4- 0 r R314.5 COMBINATION ALARMS. PROVIDE MULTIPLE LINES OF CONTINUOUS BRIDGING �` PROP-A-VENT AS REQUIRED,. TYPICALi - PROVIDE FULL THICKNESS WATERPROOF SEAL AT ALL SPACED PER TRUSS JOIST MANUFACTURER'S REQUIREMENTS. -------- ° __-- ------- SMOKE COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF CONFIGURATION 5HONN 15 ILLUSTRATIVE SCHEMATIC ONLY. �� 5/5' ZIP SYSTEM ROOF SHEATHING. TAPE SMOKE ALARMS. BASEMENT WALL PENETRATIONS FINAL MEMBER SIZING, DETAILING, BRACING AND ��� �� ALL VERTICAL $ HORIZONTAL JOINTS 1.1 CONFIGURATION 1:3Y ENGINEER. SEE GENERAL NOTES ON 6-1. � CARBON MONOXIDE ALARM LOCATIONS d INFORMATION R315.3 LOCATION. IN5ULATION NOTE: T CARSON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE METAL DRIP EDGE INSTALLED OUTSIDE OF EACH SEPARATE IT IS THE INTENTION OF THESE DOCUMENTS TO PROVIDE A r GONGETE STAIR DETAIL LOCATED AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. NHERE A FUEL-BURNING APPLIANCE IS COMPLETELY SEALED AND CONTINUOUS INSULATION ENVELOPE. � 3 LOCATED NITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE FILL ALL CAVITIES TIGHTLY, LAP ALL FRAMING AT LU 1X2 COMPOSITE RAKE BOARD -1 3/4" = V-O° INSTALLED WITHIN THE BEDROOM. CONSTRUCTION INTERRUPTIONS, SEAL ALL GAPS KITH FOAM V �- INSULATION, PROVIDE GOMPRE551BLE SEALERS AT MATERIAL R315.4 COMBINATION ALARMS. GHANGE5 AND FOAM SEAL AND CAULK ALL ENVELOPE �L=Mw M TOP OF PLATE COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF PENETRATIONS AT FLOORS, WALLS, CEILINGS AND ROOFS. CARBON MONOXIDE ALARMS. BLOWN IN CELLULOSE SEAMLESS 8' - O 1/2" INSULATION R-4q.0 ALUMINUM GUTTERS GEOGRAPHIC-CLIMATE d SEISMIC CRITERIA 1X8 COMPOSITE CLIMATE ZONE 4 7 FASCIA TRIM CONSTRUCTION MUST MEET THE FOLLONNG: NINIJ 5PEED: 130 MPH, SEISMIC: B, WEATHERING: SEVERE, r`-- 2X6 GEILING J015T5 t 1X12 COMPOSITE SOFFIT TERMITES: MODERATE-HEAVY, FROST LINE DEPTH: 3' O TRIM N/GONTINUOU5 VENT t 50LID NOOD BEVELED tu LU BEARING PLATE n li- 1/2" GAB Yl/PAINT FINISH i' 6"VINYL SIDING. COLOR AS 56' - 11" q - 4 ` SELECTED BY OWNER, TYP. - YA-1 -- - FOUNDATION WALLRN/#4 BARS 6" VINYL 51DING. COLOR A5 2 T.O. FOOTING = -4'-6" T.O. FOOTING = -4'-6" EACH NA'(@ 24" O.G. TYPICAL. - SELECTED BY ONNER, TYP. I m I A-1 T.O. NALL= -1'-6" ° °" T.O. NALL = -1'-6" 12" x 24" CONTINUOUS T.O. FOOTING = -q'-4" I I T.O. FOOTING = -q'-4" CONCRETE FOOTING W/ (3) #4 - -- -- - - - - -- - - BARS CONTINUOUS. TYPICAL - T.O MALL_ -1'-O 1/4"- I -- - - � - T-0. NALL = -1'-O 1/4"- - - - _ - - 1/2" ONE, W/PAINT FINISH 1/2" ZIP SYSTEM 5HEATHIN6. TAPE ° ° ° ALL HORIZONTAL &VERTICAL JOINTS • ,Y CfYI�`�. AM "AW AIW 2X65TUDNALLW/SPRAYFOAM i r - =- -•�- - - - - -•-- -'--.- _ �_ - - - - - - ---- - - - -.- - - - --- --- -�- - - - --- INSULATION R-25 _ I •" I_ ' .'- - - ,- _ - _ INSULATE INTERIOR KITH REINFORCED. 6" ROOD BASE, N/1" I ( 3-1/2" FIBERGLASS BLANKET - QUARTER ROUND TYP. INSULATION. R-15 MINIMUM. ATTACH TO NALL KITH CONTINUOUS CLAMP BARS 4 ' t I I TAPE ALL 5EAM5 $JOINTS. I I N HARDWOOD LAMINATE AS d I• 6 SELECTED BY OWNER, TYP. TO Of SLAB a N L c : 3/4" TONGUE AND GROOVE , PROVIDE GALVANIZED PLYWOOD 5UBFLOOR. GLUE 4 NAIL. <. I ' O 0 ---- - - ----- - STEEL BILGO G d SL STAIR 5TRINGERS V`t/PT - - - - - -FIRST FLOOR LEVEL I I L- -- - - --- -- - - �a, iV ti �, r�L!^t 1.<°,O„ STEEL I 2X10 NOOD TREADS - - -- - - O p INSULATED ENTRY DOOR I' \ �! I I. N -3" B.O.C.A RATED STANDARD STEEL,' , ry ti 01 -0" 3' MIN. 2LB CLOSED CELL SPRAY COLUMNS ON 2'-0" X 2'-0"X 12"' FOAM R-18 MIN AT RIM JOISTS A/ I I m Q ° ° O DEEP'PAD A/ (2) #4 CONCRET BARS EACH NAY,ITYP. i 1 PROVIDE I I� T.O. FOOTING = -q'-4" < FIRE BARRIER SPRAYED ON SURFACE. , h TERMITE SHIELD ` 2X10 @ 16" O.G. ° I e 1 SLOPE GRADE ANAP I �-T.O. HALL= -1'-0 1/4" _ _ -O - O - • ` ? 11T I I, I I @1 - • 4' 3�� I,. �,. 12R@8.25 I ° FROM BUILDING I - - -- -,- - - - - - - -- -- -- -- - -. =--------------- --- -- - _ ,I_ - I 1 P.T. 2X2 NAILER I I I ° �. , I A-5 d,. °I I DO 0 / -d- -- -- ° -I ,I (3) 1-3/4" X q-1/4 _ _ (- _�; ° I O OoOO BACKFILL W/ POROUS A-5 I_ r - _ _ _ _ _` p_ ._ _ I I- - - -- - - 00/ - -°- - -- - - - o o I GRAVEL TO GRADE ( �e- aIOOo/ I I _ I ��I- J I I l- - -J L T _1 2x8 P.T. NOOI) MUD5ILL 1^1/1/2"X16" - I C� o -t-T.O. FOOTING - -5'-6" ° • I 1 0 0 i - 14R @ 7.5" ANCHOR BOLTS @ 4'-0" O,G- MIN. I. ( o LIQUID NATER- I I I I I I STAINED PINE TREADS- PROVIDE POCKET FOR,-•. I' T.O. HALL = -1'-O 1/4" MINIMUM OF (2) BOLTS PER SILL :r I o 0 0 I N I I T.O. FOOTING = -q'-4" I 13T @ 10" I I �•� p A 1 O C PROOFING I D 0 �_ I , Vy/BULL NOSED EDGE BEAM IN NALL 8 STEEL N +•• • I I I I � ••••••N MEMBER. CAST INTO CONCRETE. 0 0 0 I I I 4 y/�,'• ° � , . •, I I d STAINED HOOD LEVELING PLATE A/NON I ° P '� I o 00 o SPRAYED ON. TYP. � �. t�E AC °6 _ I Oo 00 0 oO l I d I I RISERS SHRINKING GROUT, TYP. T.O. FOOTING = -q'-4" .�S _ _ I IL oO 0000 o O o '- I I (2) 2xio's BASEMENT REINFORCED 3-1/2" FIBERGLA55 a�°' BLANKET INSULATION. R-15 MINIMUM. I° o o� .4" "ENKA-DRAIN" TAPE ALL SEAMS d JOINTS. I 00 00 / FOUNDATION MAT N/ 6" GARAGE CONCRETE SLAB ( A °a < I I Oo00 0 o O 0000/ FILTER FABRIC FACE I ° I ABOVE W/6X6 10/10 N.W.F. d 6 MIL = O O obo O I I POLYETHYLENE VAPOR BARRIER I I ' o 'o O OOO o � / ON 5" GRAVEL SUBBASE. o�0 0 o�I �_ I I I I Imo, �I T O ry I 6 w P.T. 2X2 NAILER 4'-0" BELOW SILL PLATE I o OoO�I I I I 1 I p I p N` _ ` p IL Q L 0 .0 I I i I I revision rr I o O = I I N N' cxv x x d ° T.O. FOOTING =-q'-4" . I I revision 8" POURED CONCRETE �:I: I 0000 / MORTAR DOVE PARGE I ;= 12" x 24" CONTINUOUS 1 I " T.O. WALL =-1' O 1/4" I d I revision FOUNDATION WALL A/#4 11 I o (�o N/WATERPROOF N N r - - -- - BARS EACH NAY @ 24" O.G. 4 .1; e OOo o O I I CONCRETE FOOTNG W/(3) #4 ( I I r - - - - --� I I revision O'I/15/20 / COATING BARS GONTINUOU5. TYPICAL �o I I I I aI , d I date 00-00 I I 8" POURED CONCRETE I ° I : • -I ° - - - - - f. I` ° I drawn by 06/24/20 I I.. . _ . JEA P.T. 2X2 NAILER a'I °;a I I Oo 00 0� O�l I I FOUNDATION WALL 6`1/ #4 BARS I e I i i I d I I I I a° d I ,: O EACH NAY @ 24" O.G. TYPICAL. I. m m ( o o ( I I ° I I I I ° checked by CLT 1/2" PERIMETER I o� cI �,- -'--- - - -'- -- - �, o 0 0 4" DIA. PERFORATED PVC EXPANSION JOINT ° I 0 OO I PIPE FOOTING DRAIN. SLOPE °° a_-r° I I I I _ ° e• approved by GLT o I DONN 6 TIE INTO EXI5TIN6 I I I- ° I scale 4" CONCRETE SLAB W/ I o�p�/ STORM DRAINAGE, DAYLIGHT I I I ° _ _ _ _ _ _ _ _ _ _ - _ -I �- - - - - - L - - - - --- - - - - - --- - - - J As indicated 6X6 10/10 N.N.M. I YY OR TYPICAL 5TORMAATER I ro'ect number ° I I DISPERSION METHOD FOR I a I I a I T.O. NALL = -1'-O 1/4" 3 T.O. FOOTING = -4'-6" p 1 2013 00 o LOCAL I I T.O. NALL = -1'-6" sheet title 3" RIGID INSULATION 1°a I I o 000`�0 / I I I I T.O. FOOTING = -q'-4" A-1 R-15.0 I- I l oo°��O 0 I BASEMENT FLOOR LEVEL I 4 T.O. HALL = -1'-O t/4" I -T.O. FOOTING = -5'-6" 1' - 10 1/2" '1' -3" 1' - 10 1/2" � PROPOSED - - - - - - - - I -- - - - - - - - - -- - -- - - - - - - °x.� -X x.° X.` x.-�x . ° 1 0 0 0 000 -o" I ° I BASEMENT o / T.O. FOOTING ° d' d PLAN _ - c� - - - --- - - - --- - - - -- --- - - - - --- - - � -oo - - - - -00 Q a ��o/ -q' -4" opp o� p o� d 4, 12" x 24" CONTINUOUS 20 - 5 11 - 6 1/2 10' - 11 1/2" 14' -O" q' - 4" - -�-o-�'� - d - o CONCRETE FOOTING N/ - U " �- (3)#4 BARS 3" 6 MIL POLYETHYLENE VAPOR BARRIER CONTINUOUS. TYPICAL sheet number 5" MINIMUM CRUSHED CAPILLARY BREAK KITH STONE BASE "THOR05EAL" MOISTURE BARRIER 2 TYPICAL YELL SECTION 1 PROPOSED BASEMENT PLAN �,,�_1 A-1 3/4" = T-O" f'<-1 1/4" = V-O" REVISED