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Home My WebLink About44266-Z fS,AFFU Town of Southold 8/28/2020 o P.O.Box 1179 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41387 Date: 8/28/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 13425 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 88.-2-17.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2019 pursuant to which Building Permit No. 44266 dated 10/8/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front and rear covered porches, rear deck, unfinished attic space and attached two car garage as applied for. The certificate is issued to Concannon,Justin&Tobin,Roric of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEAL TH APPROVAL R10-19-0073 8/18/2020 ELECTRICAL CERTIFICATE NO. 20-66904 8/18/2020 PLUMBERS CERTIFICATION DATED 8/21/2020 ISKe Edin n 14 ov-md Signature s�toi' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o�, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44266 Date: 10/8/2019 Permission is hereby granted to: Eichacker, Peter & Nancy 18605 Brooke Rd Sandy Spring, MD 20860 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 13425 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-2-17.6 Pursuant to application dated 9/30/2019 and approved by the Building Inspector. To expire on 4/8/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,982.80 CO -NEW DWELLING $50.00 Total: $3,032.80 ildin ector 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. — �— New Construction: Old or Pre-existing Building: (check one) Location of Property: I�� Vi S W House No. Street U Hamlet Owner or Owners of Property: �t Suffolk County Tax Map No 1000, Section ZS Block Lot 7 (p Subdivision ll Filed Map. Lot: Permit No. 0' Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: V Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a Applicant Sign&16re CONSENT TO INSPECTION (061A) undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold,located at k(aA;Y6 I a o 50 I d- which is shown and designated on the Suffolkkounty Tax Map as District 1000, Section Block J--_1 Lot • (� That the undersigned(has)(have)filed, or cause to be filed,an application in the Sou old `own Building Inspect 's Office for the following: 111 'W%YV' LZ�f 44l 4` -+o-r e"li sil e. AtwultA r4_C'1 (x_' That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may-deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: (Signator 12 �v��'i� Ca�C✓�..N�Ir1.�,1 (Print Name) Buildine Department Ayulleation AUTHORIZATION (Where the Applicant is not the Owner) 1, Oft.G -66140;,CJs-rl,,! 6,2Le�esiding at 3 20 0 • 5�S'�' '• f`f (_ (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) 1V (Date) {fib (Print Owner's Name) Certificate of Compliance ............... ................................................................. ..............................................:......................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY.11701 P: (631) 598-5610 - ...........................................................................................................................................................................................................:..................... CERTIFIES THAT = Upon the application of Upon,'premises owned by -RJ Corazzini Electric =Tobin Concannon = 320 Richmond Lane 13425,Main Bayview_ Rd Peconic, NY 11958 Southold,-NY 11971 _ Located at: 13425 Main Bayview Rd, , Southold, NY 11971 Application Number#: 20-66904 Certificate#: 20-66904 _ Electrical License#:,33419-ME Section: Block: Lot: Building Permit#: 44266 Described as a Residential occupancy, wherein the premises electrical system,consisting of electrical devices and wiring, described below,:located_in/on the premises at: _ New House (Basement% 1 st/2nd,Floors)w/Garage'/Air Conditioning,Equipment ( 2 Units)/ Deck / Porch (Existing Service)/Swimming-Pool A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,was,conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New,York, Department of State Code Enforcement and Administration, or other authority having jurisdiction,'and found to be in compliance therewith . on the 18th day of August 2020 , Name QTY Oven,Circuit-40 Amp,'220V 1 Switch- 15 Amp, 120V -41 - Dimmer- 15 Amp, 120V 6 _ Paddle Fan - 15 Amp, 120V 3 AC Blower- 15 Amp, 220V 2 Furnace Circuit- 15 Amp, 120V ' 1 GFI Breaker--20 Amp, 1,20 V 18 Electrical Inspector: Anthony Giordano Nt _WAPPROVEDso This certificate is not valid unless raised seal is present. Certificate of Compliance .............................. .......................................... . .. . .............................. . .............................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .. ......................................................... .. .................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by RJ Corazzini Electric Tobin Concannon 320 Richmond Lane 13425 Main Bayview Rd Peconic, NY 11958 Southold, NY 11971 Located at: 13425 Main Bayview Rd, Southold, NY 11971 Application Number#: 20-66904 Certificate#: 20-66904 Electrical License#: 33419-ME Section: Block: Lot: Building Permit#: 44266 Name QTY AC Condenser- 30 Amp, 220V I AC Condenser- 50 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 9 Dishwasher Circuit- 15 Amp, 120V 2 Duplex Receptacle- 15 Amp, 120V 57 Exhaust Fan - 15 Amp, 120V 3 Incand. Fixture- 15 Amp, 120V 57 Electrical Inspector: Anthony Giordano .......... %APPRO This certificate is not valid unless raised seal is present. �4��pF SUUr�o Town Hall Annex ( Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: To 61 n — 600 C a n KI O (Please print) Plumber:�,� ;�,JG ro'! (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumber Signature) Sworn to before me this day of 20,�-, CAROLL , NOTARY PUBLIC EDIIVGTot4 CoQuA No O1ED604343 TA-ra OF Bey YORK ►-►PIED 11YEJC §uFFOLK COutrTy c i MM18810 N EXPIR'"ARCH 3,20 Notary Public, County OE SOUIyO� - --- TTT"' # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]'FO'UNDATION 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 OF SOUIyO�O * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 u INFA - ECTI N O [ ] FOUNDATIONAS [ ] ROUGH-PLBG. [= ] FOUNDATION 2ND [- ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE°RESISTANT PENETRATION [ ~] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C O REMARKS: . 15 , 6uvt c _ l ® a 1 07v"dk, W. 0 Jj--,,L Vfj[e,\, MA ul DATE I INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer April 23, 2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: Aldans Way—Lot#2 13425 Main Bayview Road Southold,N.Y. 11971 i District-1000, Section-88, Block-2, Lot-17.6 ` i MAY 1 4 2020 Building Permit Number—44266 Inspection—Framing l�• On April 23, 2020, I inspected the construction at the noted location. The inspection covered the framing for the new residential structure. The areas inspected included the basement, first and second floors of the new house. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular the applicable Sections of Chapter 5 —Floors, Chapter 6—Wall Construction, and Chapter 8 -Roof-Ceiling Construction of the 2018 IECC. Result-The framing work, as verified by field inspection on April 23, 2020, is compliant with all applicable codes. f Inv �i !.Mq O,Q� Nicholas J. Mazzaferro, P.E. x 5 ROFFSSION'P� i N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer April 23, 2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: Aldans Way—Lot#2 13425 Main Bayview Road Southold,N.Y. 11971 = District-1000, Section-88, Block-2, Lot-17.6 MAY 1 4 2020 Building Permit Number—44266 Inspection—Rough Plumbing - On April 23, 2020, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV— System was set up with head pressure (using compressed air)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using compressed air) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The interior plumbing roughing for the Drainage Waste and Vent System and the Water Supply System has been completed and is compliant with all applicable codes. AZE NFA Y 5 .MA2 of,� a Nicholas J. Mazzaferro, P.E. z� A��FESSIONP�� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer August 26, 2020 Construction, Estimating, Labor Law Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Aldans Way—Lot#2 13425 Main Bayview Road Southold,N.Y. 11971 Building Permit Number—44266 District-1000, Section-88, Block-2, Lot-17.6 Inspection—Insulation On May 26, 2020, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-21. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 2—Ceiling/Roof—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-15 and R-30. Additional Closed Cell Spray provided in basement—walls, perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. Result- The insulation and caulking installation as verified by the letter dated June 2, 2020 from T&T Insulation LLC, signed by Tim Tran, is compliant with all applicab codes and conforms with the design specifications. (Copy attached) � NES J Mq r o Nicholas J.Mazzaferro, P.E. lij RoPEsSIug ' k-/02/2020 22:56 6313595440 TNTINSULATION PAGE E31 T&T INSULATION. LLC. 9060 WILLIAM FLOYC PIW'f. SHIRLEY,NY.9°IE6T LICENSE#27806-H CERTIFICATE OF INSULATION J013 INFO: 44266 _ DATE OF INSTALLATION: ATTIC ROOFING EXTERIOR WALLS TYPE INC SS R-VALUE TYPE INCHES 114ALUE OPEN CELL FOAM OPEN CELL FOAM CLOSED CELL FOAM) �^ CLOSED CELL FOAM FISEROLASS Q�j l(lUCT l� FI®ERGLASS CELLULOOE. __ CELLULOSE ` ire (asds�t{;;ll �, v�/�lt` ✓sri�� ¢ �•` © - __�� CELLAR CE UNG CRAWLSPACE TYPE INCHES RoVALUE TYPE, INCH2 I-VALUE OPEN CELL FOAM' .� OPEN C9-LL FOAM CLOSED CELE,FdAM CLOSED CELL FOAM FMEReLASS�a PIPEERGI-Ass ..�.. 0ELUJIL0815 CELLULOSE SIX E9AMI,BAS LENT ANDC�L$PaA�: BASEMENT WALL. TYPE Open call, FIRES STOP CAULD TO CODE FIDE STOP BLOCKED TO CODE DATE OF EWGTALLATIO9�: AIR SEAS.SUBSTA`BS TO CODE DATE OF tNS' PALLATIONt___ ��457 �?t� 1, t' � 1�./ CEaRTIFY THAT`HK RESIDENCE REFERENCE. �,boV WAS INSULATED AB PER SIGNED PROPOSAL BY BUILDE P WOME•OWNER,AND THE INSTALLATION WAS CONDUCTED IN CONFORMANCE TO APPLICABLE CODES AND STANDARDIP ANIS REGULATIONS. AUTHORIZED SIGNATUAg 06/02/2020 22:56 6313999440 TNTINSIULATION PAGE 01 T&T INSULATION LLC. 1090 WILLIAM FLOYD PKWY. SHIRLEY,NYA 1997 (631)399-9440 LICENSE02T808-1-1 CERTIFICATE DF INSULATION JOB INFO: I�^ 1DATE OF INSTALLATION: ATTIC ROOFING EXTERIOR WALLS TYPE INCHES R•VALUE TYPE INCHES R-VALUE OPEN CELL FOAM OPEN CELL FOAM CLOSED CELL FOAM CLOSED CELL FOAM � FIBERGLASS Cpi((N¢ - FIBERGLASS CELLULOSE- CELLULOSE _ CELLAR CEILING CRAWL SPACE TYPE INCHES R-VALUE TYPE INCHES R-VALUE OPEN CELL FOAM OPEN CELL FOAM _ CLOSED CELL FOAM CLOSED CELL FOAM _ FIBERGLASS � 3FIBERGLASS �w CELLULOSE CELLULOSE BOX BEAM BASEMENT AND CRAWL SPACE: BASEMENT WALL. TYPE Open calla. Closed calls. Fiberglass. FIRE STOP CAUbKED TQ CODE DATE OF INSTALLATION; I S —902 FIRE STOP BLOCKED TO CODE DATE OF INSTALLATION: AIR SEAL.SUBSTATE TO COBE DATE OF INSTALLATION. ,__CERTIFY THAT THE RESIDENCE REFERENCED ABOVE WAS INSULATED AS PER SIGNED PROPOSAL I3Y SUILDERIHOME•OWINER,AND THE INSTALLATION WAS CONDUCTED IN CONFORMANCE TO APPLICABLE CODES AND STANDARDS AND REGULATIONS. AUTHORIZED SIGNATURE WerRetrotec rCloud _'r 0�j Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS Your Result: 3.64 ACH50 (2018.38 CFM50 * 60 / 33291 ft3) Target < 5 ACH50 Test Information Test Name 13425 main Bayview road southold ny Test Date 2020-08-18 09:36 AM (UTC-4) Export id Z3EPGSC4 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 13425 main Bayview road City southold State NY Zip/postal Code 11971 Country United States Year Constructed 2020 Elevation 20 ft Address Verified? No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 41,067360, -72.416566: Accuracy 66 ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 720F Pre-test Outdoor Temperature 78 OF Wind Speed 5 MPH Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 3699 ft2 Volume 33291 ft3 y Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 3.638 Induced House Pressure -50.76 Pa Corrected Flow 1834.89 CFM @ 50 Pa Adjusted Flow 2018.38 CFM @ 50 Pa Intercept 144.305 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Back door Average baseline 0.21 Pa Depressurize Results Air changes at 50 Pa, mo 3.3070 /hr Air leakage rate at 50 Pa, q5o 1834.89 CFM Effective leakage area at 4 Pa, EfLA4 101 int Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0273 int/ft2 Normalized leakage area at 4 Pa, NLA4 0.036 Baseline Pressure, Initial (Pa) 0.3 0.2 0.1 0.2 0.1 0.2 0.2 0.2 0.3 0.3 Average baseline, initial APO, 0.21 AP 01- 0 AP 01+ 0.21 Baseline Duration 13 seconds Building pressure (Pa) -50.55 Induced pressure (Pa) -50.76 Fan Pressure [5000- 138] (Pa) 174.87 Total flow qr (CFM) 1841.21 Measured flow qm (CFM) 1844.79 Total flow through envelope,genv (CFM) 1865.66 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 145.292 145.292 145.292 Intercept, CL 144.305 144.305 144.305 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 Vented 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers, attic fans, kitchen and bathroom exhaust fans, air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2), and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-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. 3.2.16. Plumbina drains with emote p-traps shall be sealed or filled with water. Confirmed ® - 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.) 00 ® A-�Mld, Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - 1131 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or (K2 x 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- RP x K1)n X (K + K3 x FP) x K4 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= (A x FP3) + (B x FP2) + (C x FP) + D +((G - RP) x F) ' Retrotec rCloud Quality Assurance Report Resnet 380 Total Duct Leakage Test �� Your Result: 3.9 CFM/100 ft2 (60 CFM * 100 / 1535 ft2) Target <= 5 CFM/100 ft Test Information Test Name 13425 main Bayview road 2nd floor Test Date 2020-08-18 11:25 AM (UTC-4) Export id 02131 FG9W Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989C gmail.com Building Information Address 13425 main Bayview road City southold State NY Zip/postal Code 11971 Country 'United States Year Constructed 2020 Elevation 20 ft Address Verified? No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 41.037045. -72.401567:Accuracy 77 ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 300 Fan Serial Number NA Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410079 Environmental Conditions Pre-test Indoor Temperature 72 OF Pre-test Outdoor Temperature 80 OF Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 1535 ft2 Volume 13815 ft3 Retrotec rCloud Test Results Summary Test Type Resnet 380 Total Duct Leakage Test Flow Reference Pressure 25 Pa Time Averaging 5 seconds Nominal Fan Flow 59.95 CFM C 25 Pa Test Results Test Data Set 1 Flow Direction Pressurize Gauge Location Outside Measured Pressure (Pa) 25.23 Fan Pressure [300- 74] (Pa) 69.83 Flow (CFM) 60.28 Retrotec rCloud Compliance Verification 4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed turn on during the test. Pressure probe location supply Duct leakage tester location return 4.4.1.1. If ducts run through Unconditioned Space Volume such as attics, garages or Confirmed crawlspaces, then any vents, access panels,doors,or windows between those spaces and the outside shall be opened. At least one door,window or comparable opening between the building and the outside shall be opened to prevent changes in building pressure when the Duct Leakage Tester is running. 4.4.1.3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize depressurizing the ducts stem shall be recorded. Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 300 Fan Serial Number NA 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 0.5010 28.9100 0.0000 0.4000 0.0000 1 20 74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15 47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10 29 0.5020 1.1900 0.0000 0.2000 0.0000 1 20 18 0.4990 0.4570 0.0000 0.2500 0.0000 1 25 11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25 7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25 102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100 flow= (FP - RPxKlyx (K + K3xFP) xK4 Retrotec rCloud Quality Assurance Report Resnet 380 Total Duct Leakage Test Your' Result:5 CFM/1 00 ft / OO ft2 (104 CFM * 100 /2164 ft2) PASSTa get< Test Information Test Name 13425 main bayview road 1 st floor Test Date 2020-08-1810:59 AM (UTC-4) Export id 7FCRZKNM Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989Cgmail.com Building Information Address 13425 main Bayview road City southold State NY Zip/postal Code 11971 Country United States Year Constructed 2020 Elevation 20 ft Address Verified? No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 40.938810, -72.580175: Accuracy 87 ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 300 Fan Serial Number NA Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410079 Environmental Conditions Pre-test Indoor Temperature 72 OF Pre-test Outdoor Temperature 80 OF Wind Speed Unknown Average Barometric.Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 2164 ft2 Volume 19476 ft3 CiJ7', Retrotec rCloud Test Results Summary Test Type Resnet 380 Total Duct Leakage Test Flow Reference Pressure 25 Pa Time Averaging 5 seconds Nominal Fan Flow 103.6 CFM @ 25 Pa Test Results Test Data Set 1 Flow Direction Pressurize Gauge Location Outside Measured Pressure (Pa) 25.11 Fan Pressure [300- 74] (Pa) 205.35 Flow (CFM) 103.87 Retrotec rCloud Compliance Verification 4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed turn on during the test. Pressure probe location supply Duct leakage tester location return 4.4.1.1. If ducts run through Unconditioned Space Volume such as attics, garages or Confirmed crawispaces, then any vents, access panels,doors,or windows between those spaces and the outside shall be opened. At least one door,window or comparable opening between the building and the outside shall be opened to prevent changes in building pressure when the Duct Leakage Tester is running. 4.4.1.3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize depressurizing the ducts stem shall be recorded. ® Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 300 Fan Serial Number NA 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 = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or (K2 x IRPI) FP = fan pressure, RP = room pressure Range N - K K1 K2 K3 K4 MF Open 0.5010 28.9100 0.0000 0.4000 0.0000 1 20 74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15 47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10 29 0.5020 1.1900 0.0000 0.2000 0.0000 1 20 18 0.4990 0.4570 0.0000 0.2500 0.0000 1 25 11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25 7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25 102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100 flow= (FP- RPxK1)nx (K + K3xFP) xK4 FIELD INSPECTION REPORT I DATE C MMENTS FOUNDATION (IST) ' f ------------------------------------ dtxvAtp oklof is o FOUNDATION (2ND) Eli z 0✓ yy ROUGH FRAMING& v PLUMBING H 1 r INSULATION PER N.Y. y STATE ENERGY CODE 11,01, G FINAL ^� YV � ADDITIONAL COMMENTS 0-JJ- [ # q 5 , 3 1�Yl ,6 a 70, 0 36 f ` 1TL- "n i /002 Cl �c *� 0 � x TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWPe HALL / Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120t Storm-Water Assessment Form /� Contact: Approved l/ � 20 Mail to: 0&0(m I Disapproved a/c l Phone: 7 Expiration If 6 ,20 E�7? T�4,` AA4 InnWe6tor If SEP 3 0 2019 APPLICATION FOR BUILDING PERMIT - Date Gtr"-a 7- -, 20 Lrl'a INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate-plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ; (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises I P �D I n — C r C�e- i"lel (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. 13MAA O &Ou1-1 1. Location of land on w 'chroposed work will be done: O ` , 4 11 � House Number Street U Hamlet County Tax Map No. 1000 Section �' Block a Lot 17 (P Subdivision Filed Map No. Lot 2. Stade exiAng use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VV_A11,1 t RiKA- b. Intended use and occupancy �R-- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front L Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front � Rear �a Depth )-/0Height .3 0 - 6 Number of Stories a 9. Size of lot: Front RearDepth 10. Date of Purchase o?a 1 Name of Former Owner 11. Zone or use district in which premises are situated Ac- �eS��L77�•� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises?YES V_"NO 14.Names of Owner of premises 6 6 vi -6v&nCa.any ddress Phone No. Name of Architect Address Phone No Name of Contractor T S • Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * 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 t/ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �ot Vl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, CONNIE D.SIS H (S)He is the be 51 Notary Pubk State of N9*yolk (Contractor,Agent, Corporate Officer,etc.) Quafi88d 1 U51MW ty Commission E Cres JR1114, . of said owner or owners, and is duly authorized to perform or have performed the said work and to e ani e 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 / Q 4f\ day of �( 20 Notary Public AignaturUf Applicant e Sa�Yll Sett A. Russell , ,°91 'r ST01KMWA\T]E]k SUPERVISOR 2 IMIA\NNA\tGl]EMIEN-4T SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971dTown of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TEM PROJECT' INVOLVE ANY OF = FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑ffA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ,I ❑ B. Excavation or filling involving more than 200 cubic yards of material , within any parcel or any contiguous area. ❑[II C. Site preparation on slopes which exceed 10 feet vertical rise to ,/ 100 feet of horizontal distance. ❑[i 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. 1 ❑ 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. i I If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witgyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) ; S.C.T.M. #: 1000 Date District NAME bvu 94s a 1-7- (1 Iq -7- (g +� Section Block Lo / &g°" �} �J J FOR BUILDING DEPARTMENT USE ONLY**** Contact Information V/ — 13 Il— ! 6 /:) �,/ — — — — — — — — — —� — — — — — Reviewed By: �A--/ 6(/ - ) I Date- Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — , Wet,,- t Approved for processing Building Permit. Q rJ ��a W 5 1:1 Stormwater Management Control Plan Not Required. 0') /' d Stormwater Management Control Plan is Required. ❑ (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. # 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �-- —F„— Og .l && a 1-7.to ry Stormwater Management Control Plan CHECK LIST NAM OL 0 G �fiV C Y Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pimm Print Date: /� 1 * The applicant must provide a Complete Explanation and/or Reason for not providing 31-73 Igna[ure umCer "l —a -7— all Information that has been Required by the following Checklistl depMre 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales etc.) Lr **** FOR ENGINEERING DEPARTMENT USE ONLYi D**** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. ' FORM # SWCP Check List -TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTIC-E _ OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, Date: Owner: I6-din - CokI Ce,V►PLor� Location of Property: _ � h S Wa �Zo u+/10 W, Please taakk notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructedi or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) / Roof framing (R) `/ Floor and roof framing (FR) Signature: - Name (person submitting this form): �� YI 'A Capacity(check applicable line): Owner I/ Owner representative I TrussReg15.docx Effective 1/1/2015 �OSVFFp(�,CO BUILDING DEPARTMENT- Electrical Inspector ��O GymTOWN OF SOUTHOLD DEC 1 3 2019Town Hall Annex - 54375 Main Road - PO Box 1179 CD ZM oftly - Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 ��l rog4r(a southoldtownny.gov - sea nd(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1, -/3 Company Name: Name: License No.: 33�/ a- N1 email: 2 7� ao l.'�c tic-/ Address: Phone No.: 63 / 73 /- 7-6 2- �'3f' - 335- JOB SITE INFORMATION (All Information Required) Name: T ,( Address: I3LIJS /1411, �,� uP J l�rj . So' l Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: �o BRIEF DESCRIPTION OF WORK (Please Print Clearly �J/ew ��.�,� P„LI/�<<,,�, �✓ t Circle All That Apply: Is job ready for inspection?: YE / NO r Rough In Final Do you need a Temp Certificate?: �/ NO Issued On Temp Information: (All information required) e Size 1 P 3 Ph Size: 3 A # Meters Old Meter# tgUndEergrouncl w Fire Reconnect - Flood Reconnect - Service Reconnected - nderground - O erhead Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals �� Nunemaker, Amanda From: Richter,Jamie Sent: Thursday,August 01, 2019 9:31 AM To: Verity, Mike; Nunemaker,Amanda; Rallis, Damon Cc: Collins, Michael Subject: Stormwater Review Follow Up Flag: Follow up Flag Status: Flagged Michael I have been backed up with other town projects and have not given the Stormwater Reviews the attention they deserve. If the plans were sent to Engineering more than ten working days ago and the applicants are calling please release them with the understanding that the stormwater review will follow. I will do my best to catch up and when I do we can terminate this temporary situation. Thank you for your attention`to this matter. Jamie If you can please keep a running list of permits issued and include the Tax Map Number and send them to me by E-Mail. That way I have a record of who to contact with the approved stormwater plans. Thanks again! ;�;CAM James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.aspx?nid=l95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited,and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 EMINENT ABSTRACT, INC. P.O. Box 666 East Moriches,New York 11940 Tel (631)909-4760 Title Number EA2373-S Date 06/21/2019 Fax (631)909-4761 Representing Fidelity National Title Insurance Company Applicant Chrysa Pasqualone, P.C. Purchaser's Atty Same As Applicant 35 Bank Street Center Moriches,NY 11934 Tel(631)765-5900 Fax(631)909-3555 Seller's Atty Jessica M.Smith,Esq. Bank Atty TBD 6302 Route 25A Suite 7 Wading River,NY 11792 Tel(631)456-2724 Fax(631)929-3708 Mortgagee Citizens One Home Loans Premises 13425 Main Bayview Road,Southold,NY Town of Southold County Suffolk S/BIL 088.00/02.001017.006 District 1000 Purchaser Justin Ryan Concannon and Roric Haines Tobin Seller Peter Eichacker and Nancy Eichacker Premium Information Mortgage Policy(1) ---TBD--- (Amt.) (Prem.) Premium Type Simultaneous Fee Policy $ 379,500.00 (Amt.) $ 1,611.00 (Prem.) t ' ' V,1ehu'f .N f 869t2GLsa'c '166.�3r A I N10"p, ,'S0+--'l,i.lM'1WN _ Purr,Wt(0_ _ r E�>�C LOT:' 14 AG LO-f. 3 2.0-I AG L o•(J 4 2.2tAL 3 1 a j S I T•E 3% PLA-KI I — - - - --- — - - — - - - - FoP- -p-A IAIJo,u1 D 'JAY/-K5S-1kl_ F. 1t 1 r' • f '� S7b-LLd M A•vdy�iK r. pRop --_71EA MAP GO1{�11�k17Y 711X-1} AP. ti 0 M l!!:EP-, pwroG 3ry'7 M —_--_ --T—• +1 I i `4 to-' Ot Q SCALE V-Goo' I[f��" 6K-''. ", r{', C-(�N I /'•t l.. d = 4 °-�"� i 0 83 8 ;FILE, NQ. FILED �rc��ul�r% fZaY/ASD A�Scrt-I j a °t 7 M 1 F 209.x: !� �} 69 #A�S._Nt�. OCT 4 200? _ of MgQ�LAVi,E --� Z n 1 Irwo I�ihl 4PEEWF,9er NY 11,944 � j- m G9' �A'' HPVL` N 690-26`-50.1 W -4-Oa B PJ w +' 4�'1 OCT O 4 2002 Cuw Cw�OIJ00011NTY _ /4�6 Z►:.�+�� 2ry� f ^ ✓A ►!T ZfRIS Ti4�'fNOM Ad. a NF wKscl.r -nr NAMIJ en .,� o..R SUFF -CoUN75t TR(fIJ IsAio{�s J2 f Se blis— s IG 4v,-s r — 1 7•-;"o- "� W •t. •' ! Rtsn.-ot_u.v RrLn.-or.Y.v ., ,� � �,:,P r"ti�� -- a. CL {-! �: 1 z•-r.•• I I•-A" i a-4; , 1 KIMW CERTIFY MT TIE KATEI SAIPLT(E)NOAat SFYV 6E Df5AV,.L 5YS7H151 0azcpsfiv j4d.P-jK SVATv,MI, -],,•�c a••••�,�!�e:ttir• 'n FOR V6PPZJMTMWDW6WDByMORMIR M'DW7M WED t"A _ M7Ra"SnVOY CF n8 WtA,`'SM No 6RMW►wVER-601v5 06,ALL t f 1 Q �,---�-�—r. �' • '-6" s'-e" Iy'-o•• W.Swims v-o•• V-s. 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I r J� 1 �GI"lA9 NHL AHD56EODE IG AND.THE1DErTAILLS,ARE GO 7 Y St1D4N AkD A"M.M CT6 ASE COURSE I fEZISTIYC KIT IAL OA OillEx nl,u�yp N69tivVy,�r, 2eA� SUTTARL[MATERIAL Fav V F -_ " ='_ST�.1`10�k12:1a 51'ON�' BLEI�IC� ...,.,..r•fR K.,,.�r _,��tiwHp��' 1 (TOWN OF SOUY1 OLO) Ty"P(G AL- )A)f LL. -" SUBJECT TU COYENAN15&flE6T'RICTl0N5 Lx11•E9 �' APPROVED Y _y r mac-_ • O'ra OhrZIL Deow" 51LTY t-aA•m tnc. " - wpFOLF co.KTTiPEpaRTMENT Or HE4LTNSERVICES i APP OVED BY I"' �„�Y•ak ' 3fii5l�( 5� S'.slrT'f�''eClL�Y! AS Fv15E7 PtP2DVIA1 LOAMY 6IL'T Mk- 4.9 L- NdvpPwae Nen TGrk EE: _t-- - ------- ;-__.._...---.._._.....�.._.."_ PLAN ING 1 'I --- ,( =— ----------- i u: .—�S r4I r _ BOARD 3.0 ` -e---•,• TOWN F SOUTHOLD _ '- Tn,s to certnu stet 'pLos d 1 5„adl,nelonrer Dcvclgpn n p/�Lg 6f10W1A FIWC T- ATE CaeRs a eAW S 0 W s ._.-- -- - _— —T— r+lN Ortatol _'-------lots as )-'^.`'"F•oa.''`•'"z''-`'.._ '- "'.'_ _.-.""'_t 1 appro—On th-01 Bete W.EO E. IPna 5—age Disposal T ±""' 1 (X�• t-y ��1'�� /� IZ•�' ' � I - rocdales oust conform lb c0fitr t,Ucn stantlacas to effect of the tMe of �7.!/. _ WNTEfL IN PALE iii Q!!WX const,.dt0n a�aza'.subject to separote perrnrts pursuant to those `' J /•'_,•, F1NF TO(:0A¢$E e>Af t(2 t5W stanaarOs This gpproval snpll be vaLd onW R She re�ity y SvaGirv,dbn/aevelOpment mop*a ly fllea nith Irti rO ty GerK rdthtn One Year of thl5.aete {,onrnt Is he"gl—.for ttd;Nuhg of this mop �-5�' ` ` on rvhiCn tills enporsemcn[appears m tree office of tf a County cje m cw. {I a raOnLe rNttr prevblens Of the PWX NCalth La.,Ona trle EvfFotk , I X7'6• I ,- Cauntg 5ontta,•y'Gode t'}7i{;¢/ _.Itti`•, �, 1 t ' , - r�s:1, 7F-5TF1Ot_� v_ r. . -r vector vl�lslon a.en,,,ranmcnta a.onw "� - InS�pi1ALn G�(1$C!ElJCtT - .` - • � 12.26-�� y r -_.. - rr _ • WARREN A.SAMBJ�H SR. _- Canlultlns Ensfaeer 8-Plenner SUBJECT TO DECLARATiom OF CoVENA�IT'S ARID RESTFjr_-no4e, - LIT got 1U,_N 767$V0 RjCckxLene_T_ CUTCHUGUE,_NEWVDi�(;11939_ ,..� DATED 5/28/02, MID KEcoRDEp Iu THE SUFFot IS CouuTY _-_ DA rE:.NU 135T 14 CLERKS OFFICE OI.1 5/291o2 IN LIBEIL D W0121 88 PABE S(o7 - - -- - ¢Fv;5-8-01 110 ww 6,wgn59a to 5 4.-Wt 6 I�ol IE�z4 _ i MAP OF PELUCANO WOODS #10069 S C T M NO DISTRICT 1000 SECTION 88 BLOCK- 2 LOT(S) 17 6 256.90' �LOT> MON #R 10-19-0073 LOT 5 S69o26'50"E 0 PIPE r1 C P r 00 NOV 1 3 2019 00 o 0 0 o _ = coco �- TYPICAL CLEAN OUT SLATE SUITABLE DOVER \ STOPPER`END w d OR PLUG V) loop LOT 2 150ANy z y' LOT 5 Y 30' ELBOW a 60' WYE �oRrl a Za o Q 230 o LOT 3 FLOW-;-- N = 310 I z A z DA1 90167ITELEV 84 6' 140 0LOCATIOZ019 NO0•- m 24, 755' 140' 230 Of Q •Ln- WCl- Q 1 ZE S 20 L P P P LpLv 300/ PROPOSED Ul/ Q ro 5 BEDROOM SEPTIC SYSTEM / o T.H.#2 3 a• 1500 GAL S T y N/ (5) 8'Ox4'DEEP MON T.H.#1 T.H.#3 / G;-- ELEV. J/ELEV. 18.5 ELM 13.0 1 M OL DR BROWN 08' OL OR BROWN 1 0' / PR1Mi R7 / SPIKE/ DY LOAM SILTY LOAM W 20' T.H.#1/ti / \ SM BROWN 2.0' ML LOAMY SILT 3.0' I PALE PALE I 268•�O BROWN BROWN LOT 4 -' 1 -- - -FINE #3 TO llll SW^ TO SW COARSE COARSE SAND SAND 12.8' // GRPv�� DRNEwPY SjE M PKSG�N I 14.2' l.�' WAPALE IN WATER EL 0.8 / >> PKSGIN & LOT 1 BROWN I r 05B`30 OHO JFY DWELLING 15/DPUBLIC WATER COARSE SPIKE N 6 OF RpYM NO WATER SAND r MPP — 17' — 17' 06-10-19 12-28-99 K WOYCHUK LS McDONALD GEOSCIENCE FFL(195) CI LOCKING ON FILED MAP I COVER TO GRADE ELEV.23.0 FOUNDATION (1a s) (143) FINISH GRADE - TOP soli 08, WALL IRON PIN 1'MIN-2'MAX _ LOAM 20' 1/4"-FT MIN 0"MI 6" COVER MIN 6" COVER (12 5) Q 6" NVE = 6" SLAB SAND LOT 3 > In(128) (123) INVERT INVERT E (1ta) (t167) FLOW 8'p 3' COLLARBAFFLEPOOL CLEAN 14,2' '�z MI COARSE a � TANK 3'-g 4 GRADE 3'MIN O USE 4" DIA APPROVED SEWER PIPE NO WATER _ Z I 1500 GAL PRECAST S T (8 O) MAP OF STERLING HARBOR 811715 TH12 HIGHEST EXP. GROUND WATER ELEV 6.0 D) HIGHEST EXP. GROUND WATER ELEV 5 0(NAVN.G.DK88 II.-I �N HIGHEST EXP GROUND WATER ELEV 5.0 (NAVD88) ZONED A-C 644 42' MIN. FRONT YARD SETBACK 60' MAIN i MIN SIDEYARD SETBACK 20' (TOTAL 45') BAYV MIN REAR YARD SETBACK 75 REVISED 09-24-19 LOC 1 1-1 1-19 I�W RO�T I_ WgTER VyN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11 - _ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 93,663.68 SQ.FT. or 2. 15 ACRES ELEVATION DATUM NAVD88------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF LOT 2 CERTIFIED TO. JUSTIN RYAN CONCANNON, MAP OF RAYMOND JAY AKSCIN AND STELLA M AKSCIN RORIC HAINES TOBIN, EMINENT ABSTRACT, FILED OCTOBER 4, 2002 No.10838 FIDELITY NATIONAL TITLE INSURANCE COMPANY; CITIZENS ONE HOME LOANS, SITUATED AT BAYVIEW TOWN OF- SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 15-48 SCALE DATE APRIL 25, 2015 PHONE (631)298-1588 FAX (631) 298-1588 1"=50' NY S LISC. NO 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk MAP OF PELLICANO WOODS #10069 S.C.T.M. N0. DISTRICT: 1000 SECTION: 88 BLOCK: 2 LOT(S): I Z6 256.90' MON. `'L0� #R10-19-0073 LOT 5 56902696099E N PIPE K COUNTY DEPARTMENT 0 4: ..'r SERVICES ° W APPROVAL OF COI`IF—Pc1CTED'r'=ORKS FOR � A, LF F' '•.V PbSI01r-NCF AUG R o-0 —73 �?'�t,�s e+' 1'eE'i,f`R:7. \ R' ®® I The sewage disposal and MIE ...lp"Fa Oes at this laxation hM been Inspecled and/or eertilled by M Department or other agencies and food to DO be saftctwyFOR A U➢ BEDROOMS. CO co ` co Craig Knepper, P.E,, Chief N Office of Wastewater Management � TYPICAL CLEAN OUT SLATE OR TOPER SUITABLE COVE OR PLUG END LOT 2 VACANT 150' Z U 30' ELBOW LOT 5 (15.0) Q 60' WYE �1 Q o: Dtrx FLOW- (17.5) z, o,::;::`c••..•'•. o LOT 3 U +:.•''•":•"' 88,7,•,:;'•. Z 'FQUNOnONN ��t .1 .• '.. 84.8, '14:0:''•:'•'•:. L1.2p19':• '0:6.0''.�; 75.5' (1s.o) O (17.5) Z 0.0. tl RCA DRAY Q 34, 5. V) L �o T. c 0 3t t2 Co Z+ P 1 Q rn F SEPTIC SYSTEM \ O T.H.J2 0 1500 GAL S.T. \ (5) 8'0x4'DEEP 1„ MON. T.H.#1 T.H.#3 ELEV. 18.5 ELEV. 13.0 OL DR BROWN 0 8' OL OR BROWN 1,0' T.H.#I ELEC. / W v 1 METER SPIKE/ DY LOAM — SILTY LOAM y .1 • ROWN SM BRO�D 2.0' ML L0SILT 3.0' 0 11 \ ' •: PALE PALE9 O BROWNFINE 9FlNEN LOT 4 1 ,26 .. -- - -SW--=-Tn----- -—SW -—To- O - -- - T.H.y3 10838 - COARSE SAND COARSE (� �" PY KgCIN # , P 14.2' 12.8. RI�Ew Z �vEL'p �� M. WATER IN WATER EL 0.8 T I PALE o' 30' JA'( PKSCDWEwNG W/PUwk OdUC WATER BROWN TO >.'. N76 FINE ... ON ,5D• COARSE SPIKE �. OF D NO WATER SAND ' M� —,7' — ,r r 05-10-19 12-28-99 K, WOYCHUK LS MCDONALDGE�CIENCE i �( ) C.I. LOCKING ON 19'5 COVER TO GRADE ELEV 23.0 FOUNDATION MP SOIL 0.8' !h WALL (17.5) (17.0) FINISH GRADE IRON PIN I ' )'MIN-2'MAX $ LOAM 2.0' —� { 1/4"-FT.MIN. O'MI 1/8"-Fr. to k- ) COVER I MIN s•s sue (13.0) SAND �y LOT 3 I(i3ij NVE (12.$) T I 0 !N(12R) 1 2 2j 8,0 142' BAFFLE MI POOL 3' COLLAR OARSE O C 1 (� ' 4'SAND & a � n TANK 3'MIN 3-8» GRAVEL U' No WATER A } P USE 4' DIA. APPROVED SEWER PIPE —17' ® ® G 1560 GAL. PRECAST S.T. MAP OF SnEI& O HARBOR X11715 �::•• -n Z (8.5) HIGHEST W.GROUND WATER ELEV 8 0(H%D1a HIGHEST EXP.GROUND WATER ELEV 5.0(NAVDw A N r ® ^ HIGHEST EXP. GROUND WATER ELEV 5.0 (NAVD88) i ZONED A—C'� 644.42' i o MIN. FRONT YARD SETBACK: 60' 1VA jN -%I MIN. SIDEYARD SETBACK: 20' (TOTAL 45') B,4IT-rVi IDAD_i � MIN. REAR YARD SETBACK: 75 SANITARY LOC. 02-12-2025 R = THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL _ FND. LOC. 1 I-11-19 — _ LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS REVISED 09-24-19 AND OR DATA OBTAINED FROM OTHERS AREA: 93,663.68 SQ.FT. or 2. 15 ACRES ELEVATION DATUM: NAVD88---------Y----- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TTANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: SETH FRANK; LORI RUBEN; MAP OF: RAYMOND JAY AKSCIN AND STELLA M. AKSCIN FIRST AMERICAN TITLE, UBS; FILED: OCTOBER 4, 2002 No.10838 SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design { }� P.O. Bog 153 Aquebogue, New York 11931 PHONE 631 298-1588 FAX 631 298-1588 FILE # 15-48 SCALE: 1"=50' DATE: APRIL 25, 2015 N.Y,S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychul' 6.25.20 - ADDED ATTIC STAIR CV C) O NON � f� Qmz DECK 24'-0" Z W � UQ >- C) (t) R7 SECTI OPJ SECTION C B 4'_G" 4'-8" 4'-b" 4'-8" 4'-G" 12'_0" . 4'-3 10 7' 3/4" 1 35 1 ------ - _ I W4 U2 2 W 2 W EG55 W ._4.. RE 3 I/2' aoser- o I , 2x 10 R.R. N 4068 ' @ I G" O.C. 2x 10 CJ @ I G" OC m I I WALL LEGEND: m _ 2`O"4 @ 8'-1 8' ABOVE SECOND � NEW CONSTRUCTION FLOOR SUBFLOOP, wl3 M 2"X G" STUD FRAME EXTERIOR WALLS, BEDRO SECTION 1295QFT C.0 12 'Fcrlorl R-23 BATT INSULATION, e" PLYWOOD N D 9 3%LIGHT 4 S.D. D D 6 s.2averlT 25'-0" I 10 I I SHEATHING ON EXTERIOR, HOUSE WRAP -- O N q t SIDING AS SELECTED;Z" GYPSUM u3 2x I O CJ @ I G" OC ro 9'_G„ I I BOARD ON INTERIOR SIDE - N @ 8'-1 g' ABOVE SUBFLR. 3'-2 s/8° 3'-2 s/a° OPEN TO BELOW 3" 3'-0*'xs'-0� ( I 2"X 4" INTERIOR STUD PARTITION, \ ATTIC ZN 12 10 7TT7Tl w/ I LAYER T' GYPSUM BOARD ON EACH L 7 2668 wl eGREss wl wl SIDE; USE MOTS URE/MOLD RESISTANT _ G'-4^ 8'-r' UNHEATED, UNHABITABLE 7 00 9 I/ 3'-3" •� I 1 BOARD IN BATH * LAUNDRY AREAS $ USE Q O ® a CEMENT BOARD ON ALL AREAS TO RECEIVE TILE IN N 2x I 0 CJ @ 16" OC CU +mac' @ 9'-I " ABOVE SURFER. °L O `�9� • ALL WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE v m o 9 CLOSET PITCH _ OG 2x 10 R.R. w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. °N N 2668 I I Ln MASTER SUITE W/RAFTERS _ _ �F� ( @ I G° O.C. I w BATH F-1 9'-0" CEILING HEIGHT N dU Ly i • G-8 2"WINDOW HEADER HEIGHTS, ABOVE SUBFLOOR. <<t� D Q W9 N • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR BLACK WINDOWS, O m 2468 u z IO'-2" z oz TRIMMED PITCH208N �I BETWEEN THE GLASS GRILLS AS SHOWN ON ELEVATIONS. Z Q Q OPEN BANISTER ,o nr D WN -I O F- = OPENING c o. TIF-1 1�jO N 85.D. U Q 5.2%VEI,T O I N U 0-7 1/2" UNFIN15t1ED ATTIC • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE �-- i ::j I :D8'-0" CEILING = °� m CALLED OUT ON PLAN. z Z N ° Q O � 2x 10 CJ @ I G" OC 4068 J z 2068 2" V R D E I ( Q - w 2668 PROVIDE INSULATED Q U O LL N @ 8'-18" ABOVE SURFER. w • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL CD C � j v D00 ITH SELF CLOSING I (J-) W > J w i 'L CLOSET HI S B DOOR SWEEP STYLE HARDWARE TO BE SELECTED. N O W 2668 m °' 12 / W NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT O z L9 C.O. OPEN BANISTER v D N �? 10 U ALL AREAS UNLESS OTHERWISE NOTED. p- 3068 O 8'- " O / ( O O _ Q BEDROOM C.0 TRIMMED=u oO F MAINTAIN 8'-0" CEILING HEIGHT THRU OUT MAJORITY OF SECOND D/ N = 50 FT $5.0. �' OPENING 9,3%LIGfiT DOWJ - �p FLOOR AREA. (1- U-ko m Q cove o - BE CH SEAT cv U /' • CEILINGS PITCHED WITH ROOF LINE TO WALL PLATES AS SHOWN. N 2068 N PITCH- / 777-7777 DRESSING cp w/RAFTS • INSULATE RAFTERS FROM CEILING BEAMS TO WALL PLATES IN HANG ROD w/ u x MASTER BATh /• AREAS OF PITCHED CEILINGS. SHELF ABOVE,, p N TmICAL of ALLY 2468 0 2x 10 CJ @ I G" OC N CLOSET m OPEN TO @ 9'-1 4" ABOVE SUBFLR. N m z'- I/2" I I MASTER BATHROOM NOTES: LocaTloNs OPEN LOFT BELOW CUSTOM• CUSTOM VANITY WITH MARBLE TOP; WALL MOUNTED 10'_2" 3'-3" G'-4" w, EGRESS WI CL w5 `9 20G I MIRROR ABOVE . secnoN - :'FCTI°" • CUSTOM SHOWER WITH VINYL PAN. ALL WALL SURFACES A TO RECEIVE CEMENT BOARD PRIOR TO TILE/MARBLE INSTALL. 7-0" 2x 10 CJ @ I G" OC 3 0 - / v • FRAMELESS TEMPERED GLASS SHOWER DOOR* ENCLOSURE. 4'-10" 8'-3 N 4EN H SEAT @ 8' " ABOVE SUBFLR. ws ws T� PE ED 2x 10 R.R. • CONTRACTOR TO PROVIDE * INSTALL ALL BLOCKING AS REQUIRED @ 16" O.C. I ( .OR TOWEL BARS,T.P. HOLDER, ETC. 5UPPLIIED BY OWNER, LL_l 2'8"2'_4_ x �� -8 g x4'-8 z' 2._8„x2'-4�" 5 5/1 G" ' TILE FLOOR ON MUD OVER SUBFLOOR ^ '� G'-10 1`- 3'-4 3/4" 4'-7 1 5/1 G" 2'-I 5/8" 4'-7 1 5/1 G" 3'-4 3/4" I O � 12 14'-10 3/4" - LAUNDRY 9_G 1 0 G'_ I I I Lu Ln 3'-1 O 114"' 3'-10 114" U- 2868 N -I 5' 6 8' HEADER ABOVE N o COUNTER ly LU N 9- w2 ATTIC 5U5FLOO ( Q P, 3 BENC H SEAT N 1469 L 2,_8x3.8* J W2 W8 5'-7 j"x4'-8 k" W2 z _ 2623 z U ` 3'-G 112" -7-1 1 112" 7-1 1 112" 3'-6 1/2" 2'-0 - z 1470 24'-0" 14'-0" 23'_0" SECTI ON SECTION C B 92'-0" - a°�i tuc m c WINDOW AND DOOR SCHEDULE SECOND FLOOK PLAN SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE DESIGN DP RATING QUANTITY SPECIAL NOTES o OPENING AREA WIND AREA ZONE PRESSURE v SCALE: 4" = I -� WI TW2 1 04 10 TILTWASH 5.72 10.45 20 5 17.4 -22.0 40140 10 2nd FL. EGRESS W2 TW2G3G TILTWASH 3.45 G.23 10 4 18.2 -19.0 40/40 G (1)TEMPERED @ STAIR W3 TW2852 TILTWASH 5.77 10.48 20 4 17.4 -19.0 40/40 5 CZ1 W4 TW264G T!LTW A5f-' I - 8.31 10 4 1 8.2 -10.0 40/40 4 LL_J W5 AW28 1 AA Nii4, _ 4` 10 4 18.2 -10.0 35/35 5 (1)TEMPERED @ SHOWER W6 TW2 1 03G TILTWASH 3.94 7.23 10 4 18.2 -19.0 40/40 3 (n m W7 TW2G4 10 TILTWAS'-1 5.08 9.0) 10 4 18.2 -10.0 35/35 2 LIJ W8 DHP5G4G TW PICTURE - 2 I "36 50 4 1 6.3 -17.0 50/65 I FULL COLONIAL GRILLE Q u W9 TW203G TILTWASI-1 2.71 4.73 10 4 18.2 -24.0 40140 2 M W I O TW30G2 TILTWASI-1 9.47 17.20 20 5 17.4 -22.0 40140 2 TEMPERED, NO GRILLE LLJ � } W I I P543805 PERMASHIELD - 2 1 .49 50 4 16.3 -1 7.0 50/G5 4 STATIONARY UNIT, NO GRILLE W 1 2 P543G 115PF_RMASHIELD 17.93 20 4 17.4 -113.0 40/40 4 STATIONARY UNIT, NO GRILLE Q W 1 3 P533G I 15 PERMASHIELD 12.-13 20 4 )7.4 -19.0 40/40 2 STATIONARY UNIT, NO GRILLE U W 1 4 G44 GLIDING 6.00 10.00 !O 4 18.2 -19.0 30/30 1 EGRESS IN BASEMENT;WHITE Z Q DI 4080 HINGED ENTRY 30.00 - ;O 4 18.2 -13.0 1 CUSTOM, PIVOT HINGE Z D2 2870 FULL VIEW GLASS DOOR 1 4.55 9.6 1 10 4 18.2 -19.0 40140 2 THERMATRU D3 2670 FULL VIEW GLASS DOOR 13.48 8.G9 Io 5 18.2 -24.0 1 40/40 1 1 THERMATRU D4 3070 FULL VIEW GLASS DOOR I G.72 1 1 .451 20 5 17.4 -22.0 40/40 1 THERMATRU D5 3068 HALF VIEW GLASS DOOR 8.90 1 0.96 20 4 1 17.4 -15.0 40/40 2 THERMATRU, IN BASEMENT ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS TO BE BLACr.EXTERIOR, BLACK INTERIOR,TRADITIONAL SERIES LOCKS#HARDWARE IN BLACK FINISH AND FULL EXTERIOR SCREENS FINE LIGHT BETWEEN THE GLASS GRILLES,COLONIAL PATTERN. UPPER 5A51-IES ONLY, UNLESS OTHERWISE STATED. BLACK EXTERIOR, BLACK INTERIOR CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER TABLE R 301 .2 (4) A OF THE NEW YORK STATE RESIDENTIAL CODE. WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BF PROTECTED WITH KEMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF II SPAN. FASTENERS FOR SPANS UP TO 6'-O"SHALL BF 2 112 -# 8 WOOD SCREWS AT I G"O/C, FASTENERS PAGE: FOR SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 12"O/C. TABLE 30 1 .2.1 .2 ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE P,OUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REOUIREMENT5 AS PER NE'd1'YORr,STATE RESIDENTIAL CONSTRUCTION CODE. 5 REFER TO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION" UN4UTNOF1-'E0 ALTERATION OR ADCITION TO TH13 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC, 7209 OF THE N.Y.S. EDUCATION LAW Tobin - Concannon O � N � `a Z O U > � N � PROPOSED NEW HOUSE "J Q °' z z . APP OVED AS NOTED J w DATE: v B.P.# C) (n 21 COMPLY WITH ALL CODES OF FEE: BY: NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED tfBTn,""101 +++ ' CARD FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING �-�EES ARCHITECTURAL ASPHALT -- - - - --- - ---- ---- 3. INSULATION NYS nFC KOOF SHINGLE 4. FINAL - CONSTRUCTION MUST — BE COMPLETE FOR C.O. 000_ ALL CONSTRUCTION SHALL MEET THE -- - - ----- -- - REQUIREMENTS OF THE CODES OF NEW p -- -- ----- - YORK STATE. NOT RESPONSIBLE FCR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL 0 U SEAMLESS GUTTERS WITHOUT CERTIFICATE CONTINUOUSLY AROUND; / OF OCCUPANCY LEADER LOCATIONS AS PER - 1�I1 exterior lighting INSTALLER installed,replaced or repaired shad canfor�t 3 � Ix8 AZEK FASCIA �VINYL VENTED _ _ _ II _ - to Chapter 17 o z N BEADED SOFFIT; OVERHANGS sOtli('iOVa'E� t3d�` AS SHOWN ON PLAN Aw281 AW28 1 Aw28 1 D"MAINAGE 11':SPECTIO`JS AR!REOUMED --- Contact TOS Engine^ring at 765-166A before O -Z O ® r Certification C) PROVIDE WHITE AZEK, �" x 4" __ _ ___,_-___ -- Backfill,OR Provide Engineer's � Q � 4 that the dr ainago has been Installed to Code. CASINGS wl DRIP EDGE AROUND ALL TW2G4G TW2646 [TW2G4G DHF5G4G "TW2G4G TW2646 TW2646 TW2G3G WINDOWS * DOORS; WINDOWS TO RECEIVE 4"x 4" -- — SILL(TYPICAL ALL) -- - -- - -- - Must provide Manua s � 4"x 4 AZEK CORNERBOARDS 1),j and S as per 0 o NYS Energy Code T z HARDIE SIDING, 5TYLE5 AS SHOWN ON ELEVATIONS; COLOR z Z TO BE AS SELECTED ® ® Q E— li Blower door LU Q O AW281 AW281 - -_ __-_ - - -- --- __A-- — end ductwork0 > �I TW2G3G11 TW2G3G Z - - - TW384G 3068 testing required. O O TW2852 LTWI852 LT.2852 TW2852 TW2852 (L PLUMBER CERTIFICA TION 11 t7�j 9080 9080 ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANG Y SOLDER USED IN WATER SUPPL Y S YS TEf1f CANNOT EXCEED 2/10 OF I% LEAD. FRONT ELEVATION DO NOT PROCEED WITH FRAI~vIING UNTIL SURVEY PLUM OF FOUNDATION LOCATION,; NG u� ALL-PLUMBINGBIBI WASTEp— °�' HAS B�L�sJ�APPROVED' '&WATER LINES NEED T ING¢EFORE COVERING'', 0 L (V LU LL Lu TRUSS PL.ACAnDING MQUIR D Q 3 ELECTRICAL ECTION REQUIRED 0 U � z � OF -- �1112Z Ory 11 rtR,. O r a� �0- 05-10) — RDFEssiot, N o U W203 "Alteration of this Document except TW210410 TW210410 LTW10410 by an Architect or Licensed Profes- w sional Engineer, is illegal." z lection 7209, Subdivision 2, U - N. Y. State Education Law. i w C m LU y Architect and Engineer's Seal and Signature only good for initial use of o z drawing. Changes, alterations or re- U visions to or re-use of draviinps with- , z o 3070 TW384G --L-- --- — out Architect or Engineers Approval z voids Seal and Signature on some. LI LEFT 51 DE ELEVATION SCALE: 4" = I '-0" PAGE: I UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUNIENT5 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW L M O N O wQ6� z L9 z . U-1 v Q C, N o m I x4 FRIEZE BOARD — _ _N WITH NOSE * COVE MOULDINGS WITHIN GABLE ENDS O 2"WHITE TRIM RIBBON z BAND AT BOARD BREAK U z O ANDERSEN 400 SERIES U --. WINDOWS * DOORS IN z BLACK EXTERIOR FINISH +� Iwl DIVIDED LIGHTS AS __V-- SHOWN -� TF IU HARDIE BOARD t BATTEN SIDING, COLOR AS SELECTED ~ U z 0 TW2G3G TW210410 TW210410 TW210410 TW2G4G TW2646 O Ll 1� 1� 11 1� 11 11 L_LL TWT3031 TWr3031 TWT3031 TW7303I LU -- IFT—F 11 11 A LL.J z zttz 1�JL O � V- 20 3 TW2103G TW2103G TW2103G Q U 10" SQUARE COLUMNS W Q D TW2646 UTW2(S4G 2670 2870 2870 wl CAP $ BASE DETAIL O > TW30G2 TW3OG2 TW30G2 TW3OG2 0 O DW 5Ge2 I x 12 RIM JOIST AROUND PORCH 0 (AP,OUND SIDE, CAN'T SCREENING TO GRADE BE SEEN IN Tt1E5E ELEVATIONS) LL BACK ELEVATION SCALE: 4' = I ,-o,, --- W O U I W RES+check Software Version 4.5.5 LU Compliance Certificate N Q � z Project Tobin-Cvncannt>n Residence U z � Energy Cade: 2015 IECC Locatiian: Mattituck,hew York Co rstnsc'tion'T Single-family .�� 0 N��Y O ProectType: New Construction AZ2 'pf Conditioned Floor Area: 1.5 75 ft2 9� Olaarg area 12% OateZone- 4 (5331DD) ,- Z A km1iO P'ermiit !ate: ----- ---- S r. Pe"it aeeaber 2 w — SOA 0. 0570915 CGnstrucc-on Site: Owner/Agent.- DesignerlContractor Sc,jtWd,NT Rayer Design Consulting pFESSION Southold,NY P� 0 17 M I U .... �,. r:✓.Gnn%G,.:.,„,„4 .u..zxa,:.�.x.�. ...a.,�u'.�rc�raow.e:u,: 3"zi:4rui :ecirc..srt".x'e....us:..r..omv.H.:::r..�., ,awaz,� -- Qu ptarTt - 13.2%BetterThMnCode Max:mvrrUA� 600 YourUk 521 Mvx5rrV,•M5,4 r_: OAO YoraPlac: 0,27 -- - 71x 9 ar rr me fe at<s sn Cid._�m�s+re�°r Esaw e m w r?L-^ce taw h3ure fz b-ed an code t—de ?runes. I� �:L*C4£3 1t 'r yro�N'e its�CJr^::t a`a rxa'a�rax.s ca:':^e'-K24we tC.;ctr�sr�vrccr..e hoT,e. _ ""Alteration of this Document except z bar an architect or Licensed Profes- Envelope Assemblies - -- sionGl Er`ineer, is illegal." cn m r W 8 at,a 'r -- oct,on 7209, Subdivision 2, o - z N. Y. State Education Floor 1:AR-' o6d JoistlTru� s—OveT Unconditioned Space 2,107 3£ O 0,00M374 ' LaV�. Floor 2:AIg-wood Joist i rus -over Ci;mime Air 296 44 0 0,0 7 W t Wail 1t'�Wood Frame,16',o.C. — o kS� re30 &0 0 GS 219 } I� 3 Window I:iny,>r;berrglass Frame;0oubl�P'an,e with-,Low-E dS5 0.80ff 137 Rrc',Iltect aid Engineers Seal and Q z SHGC 0.28. — - - Signature only good for initial use of Door 1:class 7t8 0.300 22 AK %iG'.:0.24 0 dra�ving. Changes, alterations or re- U Celling1:FlatCeilimaorS"cissorTrms 2,113 49:0 0.0 0-02'S 55 visions to or rc-usc cf drav,;n. l:sill- Q � f, �(np /)erre a Ceding 2:GaYhed>al Ce:rn 318 30�6 0 0 0, 34 11 TW2 104 I 0 out �rcl�itect or Engineer's Approval z voids Seal and Signature on samm Oo,mpscree 5raterrenc" The proposed buiidi°ng design described here is cons=5tent with the build"ng plans,specifications,and other 3008 ca#culat:ons submi"ted with tF.-e permit application.T#�e proposed bu;ld.ng has beer•-designed to meet the 2015 1EXC requi.*emen*.s in RESchack Version 41,5 and to campy Wixh the rnandatory req&cements listed in the RES heck InspectionthecUst. Na ma-Tt w "Signature Date I GARAGE 51 DE ELEVATION Project Title:Ttrbin-Contannnon Residence Report date: 09.323119 Data fslenarne•Untitled.rc#c ;Page 1 of 9 SCALE: 4"= I '-O PAGE: 2 UNAUTHORIZED ALTERATION OR ADDITION TO TI-113 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.S. EDUCATION LAW L 6 O + N C) O N 14'-0" 23'_0" /E) CK J 3I_0 24'-0" 4'-g" lL Q 07 z OUTLINE OF DECK ABOVE; PROVIDE I" X 12" RIM BOARD SECTIOtJ SECTION CONTINUOUSLY AR UND C B 6-4 112' 8'-4 1/2" 8'-4 1/2" 5'-4 112 PROV. EPDXIED#4 STEEL z D / 2-2x 10" ACQ GIRDER REBAR HORIZONTAL @ 12" O.C. * Q I( INTO FOUNDATION WALL* ALL U Q j AREAS OF ABUTTING WALLS o � o m m 3'-5 13/1 G" m WITH FOOTINGS 10'_0" '_4 3/4" G"X G" POST ON 12" 4"X 4" POSTS W/ 2"X 2" EDGE OF PORCH ABOVE Q: �^20-BA-SE`AF-IT 50NOTU15E W/ POURED BALUSTERS CAP RAIL; WINDOW i CONCRETE FOOTING I a'_G' USE COMPOSITE 20"X 20"X 8"d, �_ RAILING SYSTEM 2-2x 10" ACQ GIRDER =y I (TYPICAL DECK FOOTINGS) (\o G"X G" POST ON 12"' - c.o. SONOTUBE W/POURED I BASEMENT `5'D O U O 3068 UP FIBERGLASS DRYWELL 78 U O U O O W/STEEL REINFORCING; CONCRETE FOOTING UNHEATED, INHABITABLE °' - Q Q ° PROVIDE 4" P.C. SLAB, 20 X 20 X I -0 d. 8'-O HEIGHT TO UNDERSIDE OF JOISTS O _ O _ `t N I = N N _ I PITCHED WITH DRAIN m - OUTLINE OF FLOOR AREA ABOVE; ° o JOIST TO BE CANTILEVERED OVER o O U I 2x 10" ACQ LEDGER BOLTED BASEMENT �HC�TION secrloN - U FOUNDATION PROVIDE SOLID TO HOUSE FRAME WITH 5 u UNHEATED, INHABITABLE D c = BLOCKING, INSULATION " :• D U O 0 4 "LEDGERLOK" SCREWS @ 1 G" O.C.; `n 8'-0" HEIGHT TO UNDERSIDE OF JOISTS N srAIR 1. PLYWOOD UNDER. X@ 6 HANG D.J. FROM LEDGER WITH ro U FOUNDATION WALL LEGEND: SIMPSON Lu28 CONNECTOR TYPICAL ALL DECK AREAS - o PROVIDE BRIDGING .0' o 8" POURED CONCRETE FOUNDATION WALL THROUGHOUT ENTIRE o o• ° °'". :.". ? , '.:: _°.. .., 6. ; RETE - L -2xi-0"-ACQ L9T9�ER— PO RE CONCRETE ^ WITH KEYWAY$ 1'-4"X 8" FOOTING; PROVIDE °' FLOOR SYSTEM, 8'-0" O.C.; O 2- #4 REBAR WITHIN FOOTING. 8'-O"WALL HEIGHT; "° ° L ENT Y TAIRS [� ' 4"TtG PLYWOOD SHEATHING DAMP PROOF PERIMETER OF ALL AREAS o ABOVE, GLUED SCREWED O z N U tn u� NUMBER OF TREDS TO �r 8" POURED CONCRETE FOUNDATION WALL O _ ( BE VERIFIED IN FIELD BASED WITH KEYWAY$ 1'-4"X 8 FOOTING; PROVIDE w - ON EXISTING GRADE U 2- #4 REBAR WITHIN FOOTING. FOOTING DEPTH m I DOUBLE JOISTS UNDER ? p MINIMUM 3'-O" BELOW GRADE °N @� - ALL PARTITIONS RUNNING p _� 0 0 • SCAPEWELL WINDOW O PARALLEL(TYP. ALL AREAS) I �/ Q n - N 2x4 ACQ STUD FRAME ON FLAT ALONG D,' WELL SYSTEM by BILCO, �? „ 7 I L7 PERIMETER Of FOUNDATION WALLS @ 16" OC. m OR APPROVED EQUAL. O O 3- 1 1-g' LVL DROPPED GIRD R PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION TIERS TO GRADE AS �o � — _ PROVIDE BRIDGING d ° O ' " '' o• ' ,' ` ° NEEDED - THROUGHOUT ENTIRE ° WITHIN BAYS DRYWALL TO FINISHED SIDE; SEAL aU (— CONCRETE WALLS w/ MOISTURE BLOCK PRIOR TO �1� G'-e° b'-4° e-a" LLJ 3 2" DIAMETER STEEL L!LLY FLOOR SYSTEM, 8'-O" O.C.; FRAMING - p COLUMN BURIED IN u "TSG PLYWOOD SHEATHING m o m (� m W1 O - 24"x24"x 12" POURED O ABOVE, GLUED SCREWED v LOWER FOUNDATION WALL " O o - _ CONCRETE FOOTING, T>'P. 0 HEIGHT AT SIDE DOOR I _ �TTTTIl 2x4 STUD FRAME PARTITION TO UNFINISHED _ Ln BASEMENT. PROVIDE R-1 5 INSULATION WITHIN - m 30G5- PROVIDE INSULATED ALL SHOWN AND L" DRYWALL TO EACH SIDE OF FRAMING ° ANDERSEN G44 - DOOR WITH SELF CLOSING �1 2 N w HINGES DOOR SWEEP — W GLIDING WINDOW; — _ � I I z Z � EXCE D 441"ABOVE LL NOT 0 ~ 0 o GARAC-E I C) U 0 FOUNDATION NOTES: •:• I � . _ FINISHED FLOOPLLJ o "EGRESS AS PER CODE U (f> > J � PROVIDE BEAM POCKET IN •`• ( I 4 POURED CONCRETE SLAB • DOUBLE JOISTS UNDER ALL PARTITIONS �1 A FOUNDATION WALL; SIZE O RUNNING PARALLEL m - O ON COMPACTED FILL WITH I Q Z AS REQUIRED TAR ALL • PROVIDE BRIDGING THROUGHOUT ENTIRE 0 C �1 SIDES (TYP. BOTH ENDS) 4 GAUGE WIPE(TYP ALL O REAS O O FLOOR SYSTEM, 8'-0" o.c. aU w Q WITHIN GARAGE) I (L 3 I FINIShED m • TSG PLYWOOD SHEATHING ABOVE TO LOCATION OF NEW WASTE EXIT o 4 LOCATION O BE GLUED and SCREWED WATER SERVICE O FOYER 0 � 3420 BASEMENT • INTERIOR DOOR TO RECEIVE 2- 2x8 HEADER 0 f- 7 - J 3- 1 I-" LVL DROPPED GIRD I R �NIf�60W N • ALL WINDOWS AND EJERIOR DOOR TO HAVE o; o. p. ';' ".Ln o.' s o . . N SECTION MINIMUM 3- 2x8 ACQ HEADERS ABOVE A „ C.O. o. o' secrloN I Ft O A • 4" POURED CONCRETE SLAB ON COMPACT I 1 :s.°. °� STEP FOOTINGS O FILL - u N o w • PROVIDE R-30 BATT NSULATION TO UNDER " ° L-- 'o' I " _ SIDE OF SUBFLOOR L v_ _.o;' -� :. : q o.•. '. :•': °. F I " DIAMETER ANCHOR BOLTS • MIN. -L" DRYWALL ON ALL SURFACES OF p. I / 7" MIN. DE TH @ 48" O.C. ENGINEERED LUMBER, INCLUDING JOISTS, GIRDERS " ° '`6' ' :' ;°• o / MIN 3,,X3,,XL,W AND HEADERS; JOINTS TAPED I COAT SPACKLE WASHER @PLATE 2x 10" ACQ LEDGER C) U I ROVIDE SIM ON PHD5 O O OLDDOWN (7(P. 2) W U m U = 6"X 6" POST N 12" LOWER FOUNDATION WALL I NCHOIR5 AT ROUGHOUT ALL CORNERS p Ln N SONOTUBE W POURED 2782 0 —H IGffAT=oP-OPEN-hG5 — _J 'q r- CONCRETE F OTING o , ' 2-2x 10" ACQ GIRDS ° � . 20"X20"X I' 0"d• Lu Ln— _ ILL- Lu L- EDGE OF PORCH ABOVE W lo" lo^ 3' 0" POURED CONCRETE N 7'-1 5/101 7'-1 5/10- T-1 5/1 G" A RON @GARAGE DOOR Q 5 z 2'-7 112" 8'-3" 2'-3° 8'-3" 2'-7 1/2" O �L 4'_0" 23'_0' G'_0° 24'_0" `J N SECTION SECTIO t 1 z � _ G B 92'_0" F� OF NEpy y0 T FOUNDATION PLAN r ` ° _Q) SCALE: I" = 1 '-0" 2s z 4 Fp �0 0570Qh w AROFESSIONF� FIRST FLOOR AREA o U 4"X 4" POSTS W/ 2"X 2" BALUSTERS P ; " f COMPOSITE RAILING SYS E� •t" C; Pocu'n ^'`',^? E,,, F /',.�i,i��cE car `{;rt i..•�,cv � l" E i-ince, i,- E! c."` I.'' lLJ z FLOOR STRUCTUREH 111. Y. Education Law, � <9Vo'r•J� c � � a� GRADE Lu � 8" POURED CONCRETE FOUNDATION WALL ' �,• C"' LLJ #5 REBAR @ 12" O.G. \ f rT T".- OUTSIDE BASEMENT "� GeC.ti'd:" l v�'9 c l" ` ;; to #5 REBAR @ 1 2" O.C. ENTRANCE l.•," x nY yrn , ,,,,ter ,a.•i# e (VERTICALLY) �.y tC J, (^ C� ' „r, +. t„rF cc•,,i ._ct cr Eng 1}}�;e. s !,",•. v z � #5 REBAR @ 12' O.C. Q Ln z 3'-0"X 8" POURED CONCRETE FOOTING ON COMPACTED FILL STAIR WALL DETAIL 4" CONCRETE SLAB PITCHED TO CENTER FOR SCALE: 4" DRAINAGE PAGE: 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW L 14'_0" 23'_0" DECK 31'_0" O O N C) 24,_0" � O t Q 6) Z SECTION SECTION C B LLJ z .. 3'-4 5/8" 3'-4 5/8" G'-5 1/1 G" m -1 W G'-5 I/I G" 3'-4 5/8" 2'-3" T-7" � .• 3" G'-8 I I/I G" 2'-I O 5/8" 4'-G I I/16" Q 3'-2*"xG'-4�" 2670 z'-z °x3'_8 � O 7 /4" 3�_2 ��K3�_3 �� (1) cil CO - 03 w w9 w wA w wa w we G'-8 I/2" 4'-9 wl 11'-O 1/2" (VV l _ FPITCHED WINDOWS SET @ 7'-8" 3 1 1 s" LVL DROPPED HEADER G ABOVE SUBFLOOP. PITCHED CEILING 3'-4 3/4" HEADER ABOVE TRANSOMS TO _ DECKBE INSTALLED @ 1 P-7 ib"ABOVE 5UBFLOOR m �/, ---- 470 w 22'-10 DOWN v U TO PO .CH o p COVERED PORCH D4 3070 _ BATH 'Li2470 WALL LEGEND: secrlora �_° - - _ O m � �5CC�TION NEW CONSTRUCTION D p `� o w7 MARBLE C P S"KNEE WALL D FLAT CEILING AT 14'O" LAUNDRY 2"X G" STUD FRAME EXTERIOR WALLS, U- ABOVE FLNG T 14' 5070 GLASS ABOVE N CENTER OF ROO Ln K-23 BATT INSULATION, 8" PLYWOOD I �l� w o U SHEATHING ON EXTERIOR, HOUSE WRAP - = p 2x 10 CJ @ I G' OC z I'-8" 0'-7 3/8" 3'-2 5/8" 3'-2 5/8" 0'-7 3/8" 8 3,2 12" 3'-2 12" SIDING AS SELECTED; 2" GYPSUM Cn _ 2 0 / / Z 4_9, @ 9'-1 4" ABO E SUBFLR. O BOARD ON INTERIOR 51DE _ _ 287 3-o a-e GREAT ROOM - --- w10 - w10 w10 2"X 4" INTERIOR STUD PARTITION, N O D2 N 2 I /\ I c o CLOSET o L N = VENS L \/ T / p CLOSET 7T77Tr w/ I LAYER- GYPSUM BOARD ON EACH o = GUEST SUITE o l9 SIDE:; USE MOISTURE/MOLD RESISTANT 3'-8 1/2" = Es.D. N q BOARD IN KITCHEN, BATH MUDROOM PITCHED CEI G PIT �D-CETUNG I N 2670 18750.PL CL 27-5 1/2" - 4070 9.3%LIGHT AKE,gS � USE CEMENT BOARD ON ALL J w3 ca MUDRO M � 5.2%VENT z AREAS TO RECEIVE TILE - I o = ENTRY p I �2G70 w IQ 2x4 STUD FRAME WALL COMMON TO N N POST IN WALL FACE MOUNT = N m DI/ v0. O GARAGE; R-15 INSULATION WITHIN q = m ES.D. L 7 O CONNECTOR FRAMING I LAYER 8" FIRE RATED m _ EDGE OF SECOND FLOOR ABOVE U FP.IDC�E � - Q O LL- DRYWALL ON EACH SIDE OF FRAMING i OO OO w 41 3- IIs LVL FLUSH HEAR CD KITCHEN DINING o o o �,o �M DEN / TECO ALL JOISTS I I - _ = Q U cn ��• .1 - 0-10 1/2.. 8'_4" 7'-0 /4" N o C9 - - - - - - - = O W E s D. • MAINTAIN 9'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF o BEDROOM 1�1171J 4070 = tJd _ O SQ` W FIRST FLOOR. �_ Gx POST w/ DECORATIVE 3' I" @ [O - DOWN •�Q, Ln CA t BASE, CARRIED TO • ALL WINDOWS DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE ° w5 FOOTINGS BELOW U J O U 2668- PROVIDE 45 MINUTE w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. ~ p Ln - > O N U - _ -j -i N p FIRE RATED DOOR WITH 0 z - SELF CLOSING HINGES = g • 7'-0 8"WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOR. - OPEN BANISTER ~ r i� ° (V Ua \ DOOR SWEEP CV \ C.O. I- r- - in • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR BLACK WINDOWS, E5OD 2-7 DOWN N Eso V _ N O W z WITH WHITE INTERIORS $ BETWEEN THE GLASS GRILLS, COLONIAL STYLE N - N z 4'-01/2" ® N ,L GARAGE AS SHOWN ON ELEVATIONS. / a Q \ / O IO'-I I" +/- CEILING HEIGHT O W Q • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE U 3070 o ABOVE GARAGE SLAB (n CALLED OUT ON PLAN. O z w "27 O WALL UNDER N PANTP,Y q (L O • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL 2070 - - Q = O STYLE * HARDWARE TO BE SELECTED. ENTRY FOYER N STAIR ro BENCH SEAT I IZ"TJI 560 F.J. I G" O.C.NEW PRE-I"NISHED WIDE PLANK WOOD FLOORING THKU-OUTAll OCz PE OVE G'_4' o o G'_2" 8 @ 3-10 9'7" m ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNERS. w5 ® � BATH 2470 - � J wG � � I we _, secrlonl - ---- - . SECTI OI I A 3'-10*'x4'-8 J' O 2'-G 4'xA'-8 z4 8 - U z'_G �' A 2G7 Q 3' T-O" 0 L05ET ?,I,: 5 DELLIG�/ S UP \ 3 OI t wL_- w 0 OI/2" mi 11 Di TP.AN50I4 w2- w - w4 O �14MPERED 2'-10t"x5'-4J° Eff - _ 3'-4 3/4" -3'-0 5/8" 3'-0 5/8" - -2'8�'"3'-8 J' D WN321-b�R3'-bz - NOTE: 3'-G 1/2" --7'-11 I/2" 7'-11 1/2" 3'-G 1/2° 9'-G° PROVIDE WIRING FOR OVERHEAD GARAGE DOOR AS PER COVERED ENTRY PORCH MANUFACTURER SPECIFICATIONS t 4"xG CEDAR DECK BOARDS 2 107 IN ACCORDANCE WITH THE 9'-0"X 8'-0" DOORS W/ 4 v 4 9'-3"CEILING HEIGHT RESIDENTIAL ELECTRICAL CODE 3- 2x 12 HEADERS ABOVE � �, BEADBOARD ON CEILNG 2623 23'_1" W � 10" 5Q. COLUMN w/CAP OF NEW YORK STATE C520 STRAPPINGLn (L BASE DETAIL, TYPICAL n 2- 1 1 8" LVL DROPPED HEADER ALL COLUMNS SHOWN O Ln LF-J]- : --= � - O O [ � IT � G'-I I/4" 9'-7" G'-I 1/4" W LU 7 114" N } Q 3 23'-0" 24.0, � z O SECTIOI I SECTION C B U N 52'_0" z U OF NEW 1- O FI RST FLOOK PLAN 5' �91�� SCALE: 4" = 1 ,-o,, z LU �2�F0 NO. 0510,0tu WINDOW AND DOOR SCHEDULE pROFESS10AP' 0 CLEAR GLASS EFFECTIVE PRESSURE DESIGN SYMBOL MODEL NO. WINDOW TYPE PRESSURE DP RATING QUANTITY SPECIAL NOTES OPENING AREA WIND AREA ZONE W1 TW2G4G TILTWASH 4.71 8.31 10 4 18.2 - 1 9.0 40140 10 W2 TW2552 TILTWA5H 5.77 10.45 20 4 17.4 - 19.0 40140 5 ""'E�erai_icn a�, this Document except by an Architcct or Licensed Proles- Lu W3 TW2 1 04 10 TILTWASH 5.72 10.45 20 5 17.4 -22.0 40140 7 2nd FL. EGRESS r� z - s-ional Engincer, is illegal. U W4 TW2G3G TILTWA5H 3.45 6.23 10 4 18.2 - 19.0 40/40 4 TEMPERED AT STAIR - Soction 1239, Subdivision 2, (n m W5 TW384G TILTWASH 7.07 1237 20 4 17.4 - 19.0 40140 2 H. Y. Stata Education Law,�, u-► WG AW25 1 AWNIIIG 1 .20 4.40 10 4 18.2 - 19.0 35/ 35 5 TEMPERED U1 SHOWER W7 DHP5GG2 TW PICTURE - 24.83 50 4 1 G.3 - 17.0 50/ G5 I GRILLES UPPER HALF C r- LLJ W8 TW30G2 TILTWASH 7.9G 14.G 1 20 4 17.4 - 19.0 40140 4 n rt°1e2r'S SrL,I andArc } W9 TV,/T303 I TRANSOM - 7.02 10 4 15.2 - 19.0 50/ 50 4 Sign ect ,11, Erect n,tiL+" msa of + � oed for i;r � „' Sigra�ure enl� g p z W 1 O TW2 1 03G TILTWA5H 3.94 7.23 10 4 15.2 - 19.0 40140 3 drayvi�rg. CllallgeC+ a,+Erat or's GI .r"- }- o W 1 1 TW203G TILTWA5H 2.71 4.73 10 4 18.2 -24.0 40140 2 visions to or reuse ci W 12 DHP5G4G TW PICTURE - 2 1 .3G 50 4 1 G.3 - 1 7.0 50/G5 I FULL COLONIAL GRILLE out Architect or Engineer's fip"royal Qz W 1 3 G44 GLIDING G.00 10.00 10 4 1 8.2 - 10.0 30/ 30 1 EGRESS III BASEMENT V�1dS Seal and Signature on samc, z DI 3068 HINGED ENTRY TBD I G.I I - 10 4 18.2 -10.0 40/40 1 THERMATRU �. D2 2870 FULL VIEW GLA55 DOOR 14.55 9.G 1 10 4 18.2 - 19.0 40140 2 THERMATRU D3 2G70 FULL VIEW GLA55 DOOR 13.48 8.G9 10 5 1(5.2 -24.0 40140 1 THERMATRU D4 3070 FULL VIEW GLASS DOOR I G.72 1 1 .45 20 5 17.4 -22.0 40140 1 THERMATRU ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS TO BE BLACK EXTERIOR, WHITE INTERIOR,TRADITIONAL SERIES LOCKS �HARDWARE IN OIL RUBBED BRONZE FIN15H AND FULL EXTERIOR 5CREEN5 FINE LIGHT BETWEEN THE GLA55 GRILLES, COLONIAL PATTERN, UPPER SASHES ONLY. BLACK EXTERIOR, WHITE INTERIOR CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER TABLE R 301 .2 (4) A OF THE NEW YORK STATE RESIDENTIAL CODE. PAGE: WALL OPENINGS INCLUDING W114DOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 112 - # 8 WOOD SCREWS AT I G"O/C, FA5TEHER5 FOR SPANS UP TO 8'-0"SHALL BE 2 112" - #8 AT 1 2"O/C. TABLE 301 .2. 1 .2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION C)F SEC. 7203 OF THE N.Y-9. EDUCATION LAW DECK L �L vll 24'-O" Q7 7 O N C� SECTIOrI 5ECTION to N C B u= Q6� z 12'-0" 7'-2 3/4" r. z 8 A x3 8 8 W W I J 777 117 I'-55/11 I Q n Q �- 2xG STUD FRAME GABLE I ( 5'-9 4" HEADER ABOVE W4 2x4 STUD FRAME GABLE m END WALL 1 2 ATTIC 5UBFLOOR END WALL AT EITHER SIDE 2'_6 "x4'-8'g" W 10 I ' w 2 z I I I OF ROOF FRAMING I 3 1/2° \ 2x 10 R.R. CLOSET - I @ I G" O.C. ( I i 2x 10 R.R. 4068 L \ @ I G" O.C. PROVIDE STEP FLASHING `ALONG WALL, TYPICAL BOTH o I I WALL LEGEND: AREAS OF CRICKET RAFTERS E I NEW CONSTRUCTION o_ BEDRO M \ I I I I 2"X G" STUD FRAME EXTERIOR WALLS, 5rCT10rd 1295Q.FT. Co. hI�J I 25'-0" I 12 I I 5ECTTION R-23 BATT INSULATION, 8" PLYWOOD D 9.3%LIGHT !5 D. 5 2%VENT � 10 SHEATHING ON EXTERIOR, HOUSE WRAP N , 2x 10 R.R. 51DING AS SELECTED; 2" GYPSUM p 2x 10 CJ @ I G" OC @ 16 O.G.o \ 9'-G BOARD ON INTERIOR SIDE o N @ 8'-1 " ABOVE 5UBFLR. I 3'-2 5/8" 3'-2 5/8" I - 3'-0±x5'-0� 2"X 4" INTERIOR STUD (PARTITION, U C m ATTIC I 1 2 I 7777TTi 2" GYPSUM BOARD ON EACH p m 2668 w \ I w3 EGP.Ess w3 w3 ` � 10 w/ I LAYER 2 U G-2 1/2" UNHEATED, UNHABITABLE 51DE; USE MOISTURE/MOLD RESISTANT LU \ I / •\ I I BOARD IN BATH $ LAUNDRY AREAS t- USE 9 1 " 3'-1" p w I CEMENT BOARD ON ALL AREAS TO RECEIVE TILE � N LL Q v j , 2x I 0 CJ @ I G" OC cU = o _ / w N @ 9'-14" ABOVE 5U5FLR. PlTcrl O �49� • ALL WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE x o p Q D CL05ET - OL I 2x 10 R.R. ( w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED N _ w N U w/RAFTERS 0 � - I � P @ IG" O.C. fl z N N BAT 2468 o � x MASTER SUITE x L O NI m N U N @� y� I I 6-8 4 WINDOW HEADER HEIGHTS, ABOVE SUBFLOOR. U L 0 0 m 2468 9'-0" CEILING HEIGHT 4F . ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR BLACK WINDOWS, „ v TRIMMED - STEP DOWN IN N o'-2" PIT h zoa sc F. \ BETWEEN THE GLASS GRILLS AS SHOWN ON ELEVATIONS. p p O o OPENING Go. z 9s%LIGHT ATTIC FLOOR 2 O �o = PROJECTION `OTS q • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE x N G'-7 I/2" 5.2%VENT m CALLED OUT ON PLAN. m N Ud (WHILE F�PEN) T PULL-DOWN 1 1 ATTIC 5TAIR 8'-O" CEILING = °� w N m o L- , 2x I O CJ @ I G" OC 4068 J z 9 2" LVL RIDGE v C) I 2448 cu o DOUBLE JOIST @ 8'-1 8" ABOVE 5UBFLR. • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL > >EITHER SIDE J I I STYLE � HARDWARE TO BE SELECTED. W O n m I 3068 - m °' 0 12 LU • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THKU-OUT � LU I / 1� > 2„ POCKET C o. OPEN BANISTER v N N ALL AREAS UNLESS OTHERWISE NOTED. Z N 0 BE ROOM C.O. So TRMMEDo > __ - �� 1O / � I ( MAINTAIN 8'-0" CEILING HEIGHT THRU OUT MAJORITY OF SECOND = cLos T OPENING - m O J I I FLOOR AREA. N zz so Fr. a 5.1). DOW Q I z Z N U - 9.3%LIGHT N 52 - N �I / J • CEILINGS PITCHED WITH ROOF LINE TO WALL PLATES AS SHOWN. Q o 5.2%VENT - - _ _ _ , 4068 - tJro 0 � LAUNDRY o 0 � 2468 N x HANG R D - DRESSING c0 N N _ I I • INSULATE RAFTERS FROM CEILING BEAMS TO WALL PLATES IN (� U ~ SHELEAB V N @) MASTER BATH �PITCH /• AREAS OF PITCHED CEILINGS. LU Q O TYPICAL r D � 2x 10 CJ @ I G" OC w/RA ER5 / I > CLOSET LOCATION 3 7'-1 1 O OPEN TO @ 9'-1 4 ABOVE 5UBFLR. MASTER BATHROOM NOTES: Z BELOW �• • CUSTOM VANITY WITH MARBLE TOP; WALL MOUNTED O Q wl 2'-C J' wl N6 2068 I /' I MIRROR ABOVE . secnorl --- w sEcrlor'11 CUSTOM SHOWER WITH VINYL PAN. ALL WALL SURFACES z'-6 r4'-8 A 3'-0" - � I I TO RECEIVE CEMENT BOARD PRIOR TO TILE/MARBLE INSTALL. 7'_O.. z ° • FRAMELESS, TEMPERED GLASS SHOWER DOOR ENCLOSURE. IQ 4'-I O" w6vc TE PERE 2x 10 R.R. I I • CONTRACTOR TO PROVIDE * INSTALL ALL BLOCKING AS REQUIRED OPEN LOFT2'-!'1L -a+° @ I G" O.C. ( I FOR TOWEL BARS, T.P. HOLDER, ETC. SUPPLIED BY OWNER. 2'-6 5" '-5 5/I 2'-,-J',4'-8-9' • TILE FLOOR ON MUD OVER 5UIBFLOOR 7'_g" 3'-4 3/4" 4'-7 15/1 G" 2'-I 5/8" 4'-7 15/1 G" 3'-4 3/4 o _ 12 9 G 110 W3 2x 10 CJ @ I G" OC L @ 6-1 L' ABOVE 5UBFLR. N N 5'-G 8" HEADER ABOVE 0 o I w4 ATTIC 5UBFLOOK m 22 I" I' W u W 12 5'-7 Jr4'-8 R' w 2�_6 L,q�_g Z�, 14 G 9 L 2'-8 X4'.3'-8 g" -- _ --_.-- 2623 O 3'-G 112" T-1 1 112" 71-1 1 112" 3'-G 112" 2.O Lj/ lU LL-i to 1470 LL W , 24'-0" N Y 23'_0" IN Q Q) SECTION SECTION z C B 92'-O" U z (D SECOND FLOOD PLAN OF Nth, Y 0 SCALE: 4" = I " '-0 �, z� 9� z 0 tu WINDOW AND DOOR SCHEDULE top 16)AR F 057 fSS10 N 0 SYMBC'L MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE DESIGN DP RATING QUANTITY SPECIAL NOTES U OPENING AREA WIND AREA ZONE PRESSURE W I TW2G4G TILTWA5H 4.71 (5.31 10 4 15.2 - 10.0 40140 10 "Alteration of this Document except W2 TW2852 TILTWASH 5.77 10.45 20 4 17.4 -10.0 40/ 40 5 by an Architect or Licensed Profes- w W3 TW2 104 10 TILTWASH 5.72 10.45 20 5 17.4 -22.0 401-10 7 2nd FL. EGRESSn Z sionul Engineer, is ille�,al.n W4 TW2G3G TILTWASH 3.45 G.23 10 4 18.2 - 19.0 40/40 4 TEMPERED AT STAIR Section 7209, Subdivision 2, W5 TW354G TILTWASH 7.07 1237 20 4 17.4 - 19.0 40/40 2 N. Y. State Education Latin. W WG AW28 1 AWNING 1 .20 4.40 10 4 15.2 - 10.0 35 /35 5 TEMPERED IN SHOWER W7 DHP5GG2 TW PICTURE - 24.83 50 4 1 G.3 - 17.0 50/ G5 I GRILLES UPPER HALF IL/ W8 TW30G2 TILTWA5H 7.96 14.G 1 20 4 17.4 -19.0 40/40 4 �,rCi�itect 2nd Engineer's 5ewl 2nd LU } W9 TV,/T303 I TRANSOM - 7.02 10 4 18.2 -1 9.0 50/ 50 4 Sign?,lure enly good for initial use Of 3 W I C, TW2 1 03G TILTWASH 3.94 7.23 J0 4 15.2 - 10.0 40/40 3 IdraVdino. flanges, alteratr_„ 3 r°' o W 1 1 TW203G TILTWASH 2.71 4.73 10 4 18.2 -24.0 40140 2 Visions to or re-us-, of drzwin S l"�'Itil- W 1 2 DHP564G TW PICTURE 2 I .3G 50 4 1 6.3 -17.0 50/ G5 I FULL COLONIAL GRILLE out Architect or Enginear s P,pprcval z W 1 3 G44 GLIDING 6.00 10.00 10 4 18.2 -10.0 30/30 1 EGRESS IN BASEMENT Voids Seal and Signature on same. z DJ 3068 HINGED ENTRY TBD I G I I - 10 4 18.2 -10.0 40/40 1 THERMATRU D2 2870 FULL VIEW GLA55 DOOR 14.55 9.G 1 10 4 15.2 - 19.0 40140 2 THERMATRU D3 2670 FULL VIEW GLASS DOOR 13.45 8.G9 10 1 5 15.2 -24.0 40140 1 THERMATRU D4 3070 FULL VIEW GLASS DOOR I G.72 1 1 .45 20 5 1 17.4 1 -22.0 40140 1 THERMATRU ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS TO BE BLACK EXTERIOR, WHITE INTERIOR, TRADITIONAL SERIES LOCKS 4� HARDWARE IN OIL RUBBED BRONZE FINISH AND FULL EXTERIOR SCREENS FINE LIGHT BETWEEN THE GLASS GRILLES, COLONIAL PATTERN, UPPER SASHES ONLY. BLACK EXTERIOR, WHITE INTERIOR CALCULATIONS FOR WINDONS BASED UPON EXPOSURE B COEFFICIENT I .O WITH 130 mph BASIC WIND SPEED. AS PER TABLE K 30 1 .2 (4) A OF THE NEW YORK STATE RESIDENTIAL CODE. PAGE: WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAH. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 112 - #8 WOOD SCREWS AT I G"O/C, FASTENERS FOR SPANS UP TO 8'-0"SHALL BE 2 112"- #8 AT 12"O/C. TABLE 30 1 .2.1 .25 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS I5 A VIOLATION(OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW i C SECTION SECTIOPI F N C B z 0 U O N N uu= Qmz T. .-. . - F__*___'_1_'_ .� I I z w 12 I I I ( I oct� orfl 2X 10 K.K. � 10 \ @ I G" O.C. I I I LU I I I I U \ ROOF LIN OVER SECr1or1 SECTION D =1N \ GREAT R OM BELOW I I I I D 2x 10 R.R. \ @ IG"O.0 O 1� \ I I I � \ I +% X10 •� / \ ROOF NOTES: 1 2 2x 10 R.R. GAF t roof O�F I I � � 1 O %�'L @ I G" O.C. shingle over entire roof area. O Sl0 \ I cv 15# felt over g" CDX Plywood —' >_ea C) `—° 12 I 0 +\� / 2x 10 R.R. sheathing with Ice � weather shield at all erlmeters and Valle s. z c� N 2X @ I \ • 12" overhangs around all areas; �c �F \ I I • 1 x8 fascia anid vented, vinyl v ° o hS� RVq 2x R. L 1 G" O.C. beaded soffits. Q 0 0 9 2" LVL RIDGE 9 2" LVL RIDGE — RO F LINE OVER RUNOFF NOTE: MUUIpROOM * GARAGE I Gutters contlnuowsly around; AR�tA BELOW Leader locations as per W +/ � Installer - all leaders drain to � 2x 1 0F.R. 4" 0 PVC pipe to new drywells. O @ 16D.C. LU FF �j TYPICAL ALL LAYOVERS - LU 2x 10 R.R. L = 0 / I I RUNOFF CALCULATIONS: O= g 12 O Q �l� O BOLT TO RAFTERS W/�" @ I G" O.C. 10 cv 12 F O U LAG BOLTS WASHERS F 1 2 3234 x . I G7 x 7.5 = 4050 gallons of runoff W N 10 � A X @ > 10 I I @ ( I ) 1 '-0" x 8-0 O capacity 300 gallons Z J y > 4050/ 300 = 1 ;3.5 Z Q �' 12 ( ( Runoff Containment Re ulres: � U �� s 10 _ LU (4) 4'-0"deep x 5'-0" O ring OR equal j 0 (provides 48100 total capacltyl) Q Z � 0 SECTION / SECTION O A 2x 10 R.R. I p o @ IG" O.C. i 2x 10 R.R. @ I G" O.C. i • I I 12 � I � � 10 • I I i 2x 10 R.R. @ 1(;" O.C. L - --------------- ......------ LUU N L(1 OLn" I(V^^// L.L W SECTION SECTIOfI � G B W N Q ROOF FRAME PLAN V � SCALE: 4" z � ROOF GUTTER F OF N Yo 5 4110 ROOF J ROOF LJ VENI �.o 4 5 '0. 0510°' °\= w LEADER pR0FES510NP�'� ATTIC 0 U BATHI 4I LAU DRY BATHI 55 —1 -- __ EXTENSION —� "Alteration of this Document except I I I I I I I �I 1/2 1 !1 1/4 �1 114 1 1/2 I P 1 1/2 1 1/2 �1 1/4 11 114 �� ^ r I 1 „/4� 11/4 I I 1 an Architect or Licensed Profes- w sional Engineer, is illegal." Z 1 01 ° QD INK °1 ° GRADE Sect,r)n 72.09, Subdivision 2 1 p 5HgWER I° 1 501L �j �/ // / N. Y. State Education Law. Q SECOND FLOOR 2 2 2 2 ' cn'1 e� 3 I 1/4 1 1/4 2 3 1 114 1 1/4 D ® ® ® ® ® /\/\/\ and ° ,vul en W C.0.11 I 1 C.O. ��/�/�/�//�i , ^ ^ U good foriniti=al use of 4 1 D ® ® ® ® ® / //� /� \ \ �rcn"Itur ® ® ® ® ® /� . . . �� SiCn4cure only g n p Z 4 _ ----� ® ® ® ® ® 10'-0'' ,nn Chanties, alerutions or re- ___ 1 0i-0i' M I N visions to or reuse of urv,11n�s with- o KITCHEN BATH I J�l�{dDf�t`–�— BAH 2 I BATH I ® ® ® ® � U o —_— _�— �- out F,rchitect or Engineer's ,��n;o'Jal z --_-- — --r----T— ( ( 1 II 1 1 3„ ® PRECAST ONCRETE Vol Seal and Signature on sage. Q �' z �, 1/2 a ( � �I I/z it u2 ¢, 114 F.A.I. ® LEACHI RING - TYPICAL LEADER ELEVATION 1 ® 8-0 O x DEPTH CALCULATED ON / SECTION 1 1/4� 1 1/4 �1 1/2 1 1/4 1 1/4 1 1/2 I SINK D W LAV 1 W M LAV I ® Id ® Not to Scale SHOWER SHOWER ® ® RUNOFF NOTE: FIRST FLOOR Gutters continuously around; 22 11/4 3 2 2 2 I I/4 Lnstalereadr l� allion5 a5 leadersper draln to C.O.I a rOSUPPOLKCOUNTY DEFT.Of CLEAN SAND t GRAVEL 4 — HEALTH 51RV10E5 APPROVED 4" 0 PVC pipe to new drywells. SEPTIC LINE. 4"C.I.HOUSE TP,AP SLOPE" 1/4" PER FOOT PITCH TO DRAIN PLUMBING RISER DIAGRAM PAGE: BASEMENT NOT TO SCALE • 6 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF TI1E N.Y.S. EDUCATION LAW L 7 O c ) N V z O = (nQ67z V z . LL U Q C) (S) C) CE) 118" LVL RIDGE; 5IMP50N C520 RIDGE. • CONNECTOR(TYP. ALL) O U 12 �� U I O �O CQD ARCHITECTURAL ASPHALT OG gyp„ ROOFING WITH 15# FELT -> L 0 Oc OVER g" CDX PLYWOOD oC\ PROVIDE VENTED BAFFLES (\ WITH ICE *WEATHER SHIELD �� Z' - BETWEEN RAFTERS w/ R-30 BATT I I a LVL RIDGE; BOLT ALL CJ TO RR w/ 2--L" CB \ @PERIMETERS VALLEYS 2�\O INSULATION, THRU ALL PITCHED 5IMP50N CS20 z CV CEILING AREAS WITHIN MASTER SUITE CONNECTOR(TYP. ALL) Ir 7i C(:) 51MF50N H7 CONNECTOR 2" PLYWOOD SUBFLOOR 2x 10 CJ/CT @ I G" O.C. L O O 75 o RAFTER PLATES 1 x8 AZEK FASCIA, CENTER 2x 10 CJ/CT @ I G" O.C. - BEADED VENTED VINYL _ SOFFIT; 12" OVERHANGS R-49 BATT INSULATION -- 12 ' WITHIN CEILING, ALL AREAS - 3- 2x8 HEADERS ABOVE ALL o„ 7 10 2nd FLOOR WINDOW UNITS; LLl C520 STRAPPING _ _ __ ��LnTp _ _o OPEN LOFT W.C. MASTER BATH ° a `'� �p �� ATTIC � � = Z 0 D= BANISTER ALONG OC BOLT ALL CJ TO O RR w/ 2-2' CB N STAIR EDGE W SIMPSON H7 CONNECTOR z z ztt: Q �- ECOND FLOOR SUBFLOOR TO FLOOR STRAPPING Z" PLYWOOD SUBFLOOR LINE OF 2x I O CJ BEYOND Q 0 PROVIDE I FLOOR Z • —I I8"TJI 5G0 CJ @ 16" O.C. 0z FIRST I x8 AZEK FASCIA, CENTER (L FLOOR CEILING BEAMS 1 18"TJI 5GO F.J. @ I G" O.C. 8" FIRE RATED DRYWALL O Ln ON WALLS AND CEILING 2" CLOSED CELL SPRAY BO D TD OVERHANG AS O THRU GARAGE FOAM t- R-30 INSULATION ° SHOWN p-- 2x4 INTERIOR STUD WITHIN CEILING ABOVE 2xG STUD FRAME EXTERIOR PARTITIONS, 2" GYP. GARAGE WALL @ I G" O.C. w/ R-23 BATT INSULATION, BOARD EACH SIDE - o g" CDX PLYWOOD SHEATH;NG, HOUSE 2- 2x8 HEADERS ABOVE _ = 2x6 STUD FRAME EXTERIOR WRAP * HARDIE FIBER CEMENT SIDING; ALL INTERIOR DOORS Z _o -- WALL @ I G" O.C. w/ R-23 BATT INSULATION, 2' GYPSUM BOARD ON INTERIOR BATH CL. ENTRY0� ° �" CDX PLYWOOD SHEATHING, HOUSE DINING AREA GARAGE - WRAP + HARDIE FIBER CEMENT SIDING; 8" GYPSUM BOARD ON GARAGE INTERIOR 2- 2xG ACO SILL PLATE OVER TERMITE SHIELD 2- 2xG ACID SILL PLATE FIRST FLOOR FINISH ,AVER SILL SEAL; 4" PLYWOOD SUBFLOOR LINE OF FIRST FLOOR ------ ---- - — . — . — . — OVER TERMITE SHIELD PROVIDE SIMP50N C520OVER 51LL SEAL; N N TOP OFF FOUNDATION W/ LPT4 CONNECTORS Q PITCH SLAB TOWARDS --. PROVIDE S MPSON C520 GRADE N LLJ o I I8"TJI 560 F.J. @ 16" O.C. DOOR @ a"/ FT. W/ LPT4 CONNECTORS 8"je DIAMETER ANCHOR BOLTS 4" POURED CONCRETE SLAB W/7" MIN. DEPTH @ 48" O.C. R-30 BATT INSULATIONON COMPACTED FILL WITH = g" DIAMETER ANCHOR BOLTS O W/ MIN. 3"X3"x8" WASHER @ PLATE WITHIN CEILING OF BASEMENT, W.W.M. GxG/I Ox 10 GAUGE WIRE z W1 7" MIN. DEPTH @ 48" O.C. TYPICAL OF ALL AREAS = = z W/MIN. 3"X3"x-6" WASHER @ PLATE LLI n 8" POURED CONCRETE BASEMENT FOYEP BASEMENT -1-o q � ro FOUNDATION WALL WITH ° LLl 8" POURED CONCRETE N o KEYWAY* P-4"X 8 FOOTING; FOUNDATION 'WALL WITH IN � PROVIDE 2- #4 REBAR WITHIN WALL KEYWAY t 1'-4"X 8" FOOTING; Q a3 AND FOOTING. DAMP PROOF PROVIDE 2- #4 REBAR WITHIN PERIMETER OF ALL AREAS WALL t FOOTING. DAMP PROOF 'NOTE: CONCRETE SHALL BE PERIMETER OF ALL AREAS BO OM OF FOOTING 4" POURED CONCRETE SLAB z • PC = 3,500 PSI @ 28 DAYS FOOTINGS SHALL BEAR ON ON COMPACTED FILL OF N UNDISTURBED SOIL WITHIN BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT II r o BUILDING SitECTION A ;�. 4;1 SCALE: 4.. = I ,-o,, �`O 05�o`�� p �OFc5510� 0 U "Alteration of this Document except by an Architect or Licensed Profes- R/ sional Engineer, is illegal." z Section 7209, Subdivision 2, U N. Y. State Education Law. Lu � m Architect and En"ineer,s ause of CL/ y Signature only good for initial3 dra��dil�g. Chan, °s, alterations or re- p �visior:s to or re use of dra"Nings 4rith- z out h,rc,�itect or Engineer's f, rova o Uo voids Seal and Signature on same. z �, Q z PAGE: 7 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW N .. NLPRCONNECTIONNAILING 5CHEDUL.E oAdapted from 5tandard for Hurricane Resistant R esidentiI Construction; SSTD z � � 2015 WOOD FRAME CONSTRUCTION MANUAL 10-00 and 20 15 SBC High Wind Edition Wood Frame Construction +a -a 0 � JC>tNT t7{-5CKIPTtON NAIL"GtUALtTY - NAjL 5f ACiNG Fasteners and Connectors for Wood Frame Construction o o N o z 0 fi3aF FRAMING " ' „ I . A continuous load path between footings, foundation5 walls Icors, studs and Q z P,AF ER TO TOP PLATE TOE N%!LED 8'-0'MALL 3-6d PEP,RAFTER roof framing shall be provided. 1 O'-O"WALL:3-8d PER RAFTER CEILING JOINT TOTOF PLATE TOE NAILED 8'-0"'J'JALL:3-8d MR JOIST 2, Approved connectors, anchors and other fastening devices not included in l0'-C"WALL:4-8d" PERJotST . """" Building Code, Section 2306 of IBC shall be used in accordance ... _ . .. . 1111.. .... . .... .... _1111 the Standard CEILING JOIST To PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP with manufacturer's recommendations. Z CEILING J015T LAPS OVI-K PAKTITION5 FACE'MAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE U Q BLOCKING TO RAFTER TOE NAILED 2-8d EACH END 3. Metal plates, connectors, screws, bolts, and nails exposeddirectly to the Q U) p n ...................._.,._ _... weather or sub ect to salt corrosion in costal areas, Sha be stalnle55 steelor } R!l.i BOARD TO RAFTER END NAILED 2-1 Gd EACH END � hot dipped galvanized. WALL,FRAMI NG TOP PLATE To TOPPLA`E FACE NAILED 2-I Gd ' PER FOOT 4. Where windows and doors interrupt wood structural panel sheathing and TOP PLATES AT INT LR5ECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE siding, framing anchors or connectors shall be provided at the top and bottom STUD TO STUD FACE NAILED 2-1 Gd 24"O/C of cripple studs, header studs, and at least one stud at each side of opening. HEADER TO HEADER; FACE NAILED I Gd t G"O/C ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD 5. Ridge straps shall be attached to each pair of Opposing rafters except where 3-1 Gd PER 2XG STUD collar ties Of I xG or 2x4 lumber 15 located in upper third of attic space and _ n _.. ._,.w.... .. 4-1 6d PER 2X8 STUD M 1111. h each f rafters BOTTOM PLATE TO FLOCK JOIST. attic to c pair O BAl':DJO5T,END JOIST,OR BLacr.JNG FACE NAILED 2-1Gd PER FOOT G. Uplift connectors shall be provided at each rafter bearing. FLOOR rKAMING „„ „ „ 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' JOIST TO SILL,TOP PLATE:,OR GiKDER TOE t1AILED 4-8d PER 1015T of exterior corners. JO BRIDGING TO JOIST TOE NAILED 2-5d EACH END BLOCKING TO JOIST TOE NAiLED 2-8d EACH END 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK _. . LEDGER STRIP TO BEAN?! PACE NAILED 3-1 Gd EACH JOIST foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x /8" wa _1111_ _ _ _._ I Sheri A minimum of one anchor bolt 5hall be provided within G to 12 U JOIST ON LEDGER TO EEAM TOE NAILED 3 8d PERJalS` inches Of each end Of each plate. Anchor bolts shall have a minimum embedment BAND JOIST TO JOISTEND NAILED 3-1 Gd PER JOIST _ ......... ....................................................__11,11_11,11.. . BAND JOIST To SILL OF,TOP PLATE.. TOE NAILED 2-1 Ga PEK FOOT of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center. ROOF SHEATHING I I Z' LVL RIDGE C9 41 MKIME T ER EDGE ZONE- I G"01C-G"AT PANEL EDGE5 b} � STRUCTURAL PANELS 8d AND AT IN T EP.MEDIATE 5UPPORT5 IN THE PANEL FIELD DESIGN SIGN LOAD CALCULATIONS, INTERIOR ZONE- I G"OIC-G"AT PANEL EDGES AND 12"ATM XXZ N 8d INTERMEDIATE SUPPOR7,5 IN THE PANEL FIELD O FOR Roof SHEATHING wITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-C'ON EACH SIDE OF THE ROOF PEAK,Tr-ilf 4'-0"PERIMETER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IL-5f) 2x6 STUD FRAME EXTERIOR GABLE EDGE ZONE ATTACHPAENT f?EOUii?.E?IEPSTS SHALL B�USED, _-. .-._.- ---.�..__.-.......__.-1111.__...._-!",--...___...__...-.......__..... ...._........._____._ .._....�...._-... .--111, _ EXTERIOR BALCONIES 60 I G" O.C. w/8" CDX PLYWOOD L � � O OEttiNGItEAThING RAGE 2x I 0 R @ 16 OC FIBER CEMENT SIDING P HARDIE Q cn O E LL @ DECKS 40 R " SHEATHING, HOUSE WRAP GYPStJrs WALLBOARD 5d coaLERS 7-EDGE 1 b"FiELD ATTICS WITHOUT STORAGE 10 ATTIC5 WITH STORAGE 40 \ ATTIC REMAINS UNFINISHED TO ATTIC 51DE WALL 51HEATHiN ROOMS(OTHER THAN SLEEPING ROOMS) 40 STRUCTURAL PANELS 1/2" 1 E qa Caly.Koofing nail 3°EDGE!G"FIELD SLEEPING ROOMS 30 \\ {.1 2'k 1.5"L.x.7/1 G'head) \ \ LL J 3 1 ga.Gzly.Roofing na;t \\\ () 25f32" "EDGE/6"FIELD {.12"x{.75"L.z.3t8�ead} CLIMATIC AND DESIGN C) - GEOGRAPttIC DE CRITERIA IDE I FLOOR FIBERBOARD PANELS '7%X 6" Gd 31,EDGE/G11 FIELD Z° TO FLOOR STRAPPING I I LVL RIDGE Z 25!32" 8d 3"EDGE/G"FIELD GROUND SNOW LOAD 45 Ib5 a 2x I O CJ CT 16" 0.C. _ GYP5UM WALLBOARD 5d COOLER-13 7"EDGE/ 101,FIELD BA51C WIND SPEED 130 mph 4'EDGE ZONE- i G"O/C-G"A'€ PANEL EDGES AND 12"AT � �— N HARDBOAKD 8d Z INTERMEDIATE ORiS IN THE PANEL FIELD Ex osure Cate ory B LLJ_........ 1111. .. ............ .. Z � 1111 DIASUFP 1111. 1111 . . -1111 .. 0 INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT 5E15N1iC DESIGN CATEGORY B i @ G 8d trtTERNEDATE 5UPPOKT5IN THE PANEL FIELD WEAT HERItIG5VERS ATtt1h1G .:.: FR05T LINE DEPTH 3'-0" 2x CJ/ T @ I G" C. FLOOR 6H E' LU ; O JO 5T TO BE CANTILEVERED OVER 5TRUCTURALPANELS- I"OR.LE55 8d G"EDGE 112"FIELD TERMITE MODERATE TO HEAVY AST ISTAIR HALL OPEN LOFT I5t. FL. EXTERIOR WALL; PROVIDE 0 77 ICE BARRIER REQUIRED YES LINE OF CEILING SOLID BLOCKING, INSULATION 4" [L O °° PLYWOOD ON UNDERSIDE. O " Nailing reouirements are based rn 4va41 sheath;@ railed G niche=Q.C.at the panel edge. If wall sl-,eathing is rAiled 3 inches O.G.at the panel edge to obta;n NI T L hig^er shear capac;taea.nailing reowrements for strictural members shall be doubled,or al 5TA R DGE 2" CLOSED CELL SPRAY FOAM CL When wall sheathing iE continuous over connected members,the tabulated number of mnilsshall be permitted to be reduced to I-I Gd nail per foot. �5HIPLAP CEILING SURFACEL1 11:11 AND R-30 BATT INSULATION z" DRYWALL WITHIN JOISTS OVER PORCH GENERAL NOl ES: --------- I I8°TJI 560 FJ @ 16" OC 2- I I g" LVL HEADER LINE OF WALL/ RAFTER PLATE -------------------------- 8" SHEATHING TO CONTINUE DOWN -- TO TOP OF COLUMN; PROVIDE I x 10 0 3- 1 1 Z" LVL USH HEADER 3- 2x I 0 HD • The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: o - - - - — 8 AZEK TRIM w/ DECORATIVE CROWN N TECO ALL JO 5--- ---------- mtent and framing details. They are intended as a construction aid, not as a z AND DRIP CAP substitute for generally accepted good building practice and are in compliance with - -------------------------- RE current 20 10 New Ycrk State Building Codes and the 20 15 IRC. The general contractor mstallat oln of f xtures yrs tee ficaBt ons aDsOnd elated oUNDERWRITERS L ght approved t est on dtoupnpiu Aeby I Ln j - - -1-1-1-1___ ENTRY DOO 2x6 NAILER is responsible for providmg standard construction details and procedures to ensure a P -o w/TPANSO owner and installed b contractor. GFI outlets re uired at bathrooms and exterior areas. Install e 6x6 POST w/ DECORATIVE professionally finished, structurally sound and weatherproof completed product. y q GREAT ROOM - CAP it BASE I x 12 AZEK ON INTERIOR SIDE all outlets as per code. All work is to be done in strict accordance with the New York State Code w -- - _ _ _- _ 2_ OF DROPPED HEADER • o Q 2 WHERE SH WN IN PLAN - N - General contractor to coordinate all subcontractors, schedulmg of work and by a licensed electrician. All new sw tches�outlets to be Leviton, Toggle, supplied * mstalled w Q FRONT o o m interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and L TO CARRY L AD ENTRY LLJ provide wiring as required for gas fireplace and cooking appliances. 1 0" 5Q. COLUMN w/CAP p- • The contractor is responsible for ensuring that all work and construction meets t BASE DETAIL, TYPICAL n or exceeds current federal, state and local codes, ordinances and regulations, etc. FRAMING NOTES: --_ L U1 Q N bO O N N O U� Qmz LLJ c) �n c) m 118' LVL RIDGE; 51MP50N C520 CONNECTOR(TYP. ALL) \ 12 9 2' LVL RIDGE �10 2x I RR I C OC 4 \VATTIC 2x4 RAFTER PLATE R-49 BATT INSULATION WITHIN CEILING ALL AREA5 _ ca 2xI0CJ/CT 2x10CJ/CT@ IG" O.C. U @ Iit EllU GREAT ROOM ROOF 2xG STUD FRAME EXTERIOR —moi p LINE BEHIND WALL @ I G" O.C. w/ R-23 BAT— INSULATION, BEDROOM BATH BEDF OOM 5„ _ CDX PLYWOOD 5HEATHIN OUSE 2 INTERIOR STUD USE MOIST MO WRAP $ HARDIE FIBER CEMENT SIDING; � z N oo P TITION5, z" GYP. RESISTANT ° SU ° oo �" GYPSUM BOARD ON INTE I R H5EE SECTION "B" FOR __ RD EACH SIDE BOARD IN A L ~ °� CANTILEVER INFO lu �El ❑ ❑ — O � Q cf) — 3- 1 1 Z" LVL HEADER - ---- - - - --- - — - - I I Z'TJI 5GO FJ @ I G" OC g" SHEATHING TO CONTINUE DOWN --- - TO TOP OF COLUMN; PROVIDE I x 10 4' PLYWOOD E H N CONTINUOUS BLOCKING AZEK TRIM w/ DECORATIVE CROWN /VINYL BEADED CEILING LLJ AND DRIP CAP 8 sl4° - 2x4 NAILER 0 OC) 3- x 10 HEADERS ABOV I x 12 AZEK ON INTERIOR SIDE 15t F OR WINDOWS t D O S; OF DROPPED HEADER OVERED_PORCH _ DEN CS STRAPPING ON ALL N Q O Q 10" SQ. COLUMN w/CAP 00 0 Q Q O BASE DETAIL, TYPICAL O > ALL COLUMNS SHOWN 2- x ACQ SILL PLATE OVER TERMITE SHIELD 0 z ---_ OV SILL SEAL; O O 5EE SECTION "D" FOR DECK FRAME INFO I I Z'TJI 5GO FJ @ I G" OC /—Ppc)vlpffm W/ Pr4c7_NECTORS (L 2x 10"ACQ LEDGER BOLTED 8" DIAMETER ANCHOR BOLTS TO HOUSE FRAME WITH 5" W/7" MIN. DEPTH @ 48" O.C. "LEDGERLOK'SCREWS @ I G" O.C.; W/ MIN. 3"X3"x8'WASHER @ PLATE HANG D.J. FROM LEDGER WITH ON LU28 CONNECTOR BASEMENT - SIMPS 1MF5LALL DECK AREAS UNHEATED, UNFINISHED 8" POURED CONCRETE TYPICAFOUNDATION WALL WITH KEYWAY t P-4"X 8" FOOTING; PROVIDE 2- #4 REBAR WITHIN WALLS t FOOTING. DAMP PROOF PERIMETER OF ALL AREAS W MASTER O � Cz v n/ LU Ln LL- . BUILDING SECTION I'C" N N SCALE: 4" = I'-0" Q z L ]L U � z � NEW KITCHEN OF A YD w t 9 o� w O o zb{rti o N lz I x 12 RIBBON BOARD m o AROUND DECK 2s h ` ui --- a"xG CEDAR DECKING F� NO' 05700 2 PROV. 114 CONNECTOR x 10 ACQ DJ @ I G" A�DFESS►ONPN' 2- 2x 10 ACQ GIRDER ° U BOLTED TH RU P ST W 2x 10" ACQ LEDGER BOLTED (2) -�"CARRIAGE BOLTS TO HOUSE FRAME WITH 5" NOTCH P05T5 "LEDGERLOK"SCREWS @ 16" O.C.; FOR GIRDER HANG D.J. FROM LEDGER WITH « ,. �.i��C'i' On Ot this DOCLtiI'1Cr'.t except SIMPSON LU28 CONNECTOR W SIMPSON ABU44 an 1,rc sitCCt or LiCCns3d Profcs- � TYPICAL ALL DECK AREAS CONNECTOR(TYP) sF.or l Ew7inea-r, is m G"X 6" POST ON 12" 5'2cti` n 7209, Si,:{3G,'vi3ic-n 2, W 50NOTUDE W/ POURED N.I. Y. Slaty. Education Lmv. Q m CONCRETE FOOTING 20"x20"x8"d. @30 BELOW GRADE LLJ (TYPICAL DECK FOOTINGS) 6',reti;t�ct r;d Eng-r,:cr's 5c�� G�3 \o Z t,�urc cl,!� good for initis i t7sc of (`J\ drm i ,7 nmI - cr ro- DECK SECTION visia'�s �� cr re-use of cry�,r;,..n., v,;i it- Q o.1t z a. c;,it .ct or ^r's � ir-rcvu c;,,, 1�aIGn o �CGI �. d S�ignwturo cn ssr,,a• SCALE: 4" = I '-0" PAGE: - 9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW L O oO O N (S) U' Z W U Q O V O U -u L � o � 92 LVL RIDGE; SIMPSON C520 CONNECTOR(TY ) 12 V O 10E— O o� I 1 8" LVL RIDGE; i6 5IMP50N C520 9 LVL SIMFSONIDDGE; °,C520 w CONNECTOR(TYP. ALL) CONNECTOR(TYP) 2x I O CJ/CT @ 16" O.C. C) 12 Q Z 1OF- 12 F-12 �10 ZQ @ — 2x8 CJ/CT @ 16 O.C. CL. BEDROOM (f) OUTLINE OF WINDOWS �O WITHIN GABLE ENDS OF G• PROVIDE STEP FLASHING 2" CLOSED CELL SPRAY FOAM z 2+ ATTIC ATTIC HEADER HEIGHT OCRICKET RAFTERS ALONG WALL 9 AND R-30 BATT INSULATIONO BOLT ALL C� TO RR w/ 2-2' CB Ln TO BdAS SHOWN FROML \6 TO SHED WATER 0 SUBFLOOR _ WITHIN JOISTS OVER PORCH C/ 51MPSON H7 CONNECTOR 5H1 LAP CEILING SURFACE " PLYWOOD SUBFLOOR ,L��O 7 4' LVL LEDGER BOLTED 4" PLYWOOD SHEATHING I x8 AZEK FASCIA, CENTER 4 _ TO FLOOR FRAMING WITH 5" w/VINYL BEADED CEILING D - BEADED VENTED VINYL 2x 10 CJ/CT @ I G" O.C. "LEDGERLOK" SCREWS @ I G" O.C.; SOFFIT; OVERHANG AS NOTCH GREAT ROOM RAFTERS FOR SEAT CUT ON LEDGER SHOWN R-49 BATT INSULATION DROPPED HEADER N WITHIN CEILING, ALL AREAS ° '� ° J AROUND PORCH 3- 1 1 Z' LVL HEADER 3- 2x 10 HEADERS ABOVE6 -- 3'-4 3/4" 15t FLOOR WINDOWS * DOORS; FIFI C520 STRAPPING ON ALL 2xG STUD FRAME EXTERIOR _ GUEST SUITE BATH LAV. o GREAT ROOM COVERED PORCH �_ -6 w WALL @ 1 6 O.C. w/ R-23 BATT INSULATI' o N o N o 8" CDX PLYWOOD SHEATHING, HOUSELU WRAP � HAF'DIE FIBER CEMENT SIDING; 2' GYPSUM BOARD ON INTERIOR I POST CARRIED THRU TO D m I I DROPPED HEADER u) 2- 2xG ACQ SILL PLATE I O OVER TERMITE SHIELD 4 xG CEDAR DECKING I x 12 RIBBON BOARD W OVER SILL SEAL; ------ _ --- AROUND DECK �4 PROVIDE 51MP50N C520 SEE DECK SECTION W/ LPT4 CONNECTORS I I8"TJI 560 F.J. @ I G" O.C. ---- - x 1 I R DJ I D 2- 2x I O DROPPED GIRDER N o PROV. H4 CONNECTOk', ►V � 5" DIAMETER ANCHOR BOLTS Q 3 W/7" MIN. DEPTH @ 48" O.C. R-30 BATT INSULATION SIMPSON ABU44 z WITHIN CEILING OF BASEMENT, q CONNECTOR(TYP) t W/ MIN. 3"X3"x8" WASHER @PLATE m � ° TYPICAL OF ALL AREAS BASEMENTBASEMENT G"X G" ACQ POSTS ON 12" _U 8" POURED CONCRETE SONOTUBE w/ POURED CONCRETE Z FOUNDATION WALL WITH FOOTING 20"x 20"x 12"d.@30' BELOW KEYWAY$ 1"-4"X 8" FOOTING; GRADE (TYF. ALL PORCH FOOTINGS) OF NPROVIDE 2- #4 t WALLS $ FOO G BWITHINAR DAMP PROOF P� q22 YO�F PERIMETER OF ALL AREA5 `NOTE: CONCRETE SHALL BE p PC = 3,500 PSI @ 28 DAYS 4" POURED CONCRETE SLAB z o FOOTINGS SHALL BEAR ON ON COMPACTED FILL UNDISTURBED SOIL WITHIN 2w BEARING CAPACITY OF �Fp 0. 05109 �' 6 1 .5 TONS PER SQUARE FOOT A7�OFESSI0'0�'� 0 U BUILDING SECTION "D" SCALE: " = I ' " -0 "Allegation of this Document except W by n Architect or Licensed Profes- z sion.al Enoincor, is illegal." Section 7209, Subdivision 2, w m f�. Y. State Education Law. o m oL VF I w } z visic'I--- cr 6 `c�'r`F:re�:li�uL cr yn;IEJ vvf.Sl a.2,1 QI'j11G 1.ur4 C,7 vGiitl.• PAGE: 10 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW m L O o + N C) O >, Z W U Q }- F) (f) 1] m CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS 0 PROVIDE 1/2" SPACING BETWEEN THE END STUD UPPER SHEARWALL o AND THE 2 OTHER STUDS BOLTS U NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD CORNER BRACKET RAFTER HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR L RIDGE FASTEN WITH (2) 16d -' RIDGE ° COMMON NAILS @ 6" O.C. `� N • zo SIDEWALL ENDWALL v O O 0 C) THREADED ROD Q n _ SHEAR WALL CORNER CONNECTION f— DOUBLE PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING LU ANCHOR CORNER BRACKET O KING STUDS BOLTS = g LOWER SHEARWALL LLJ z Z CRIPPLE STUD71 SHEARWALL TO SHEARWALL p U RAFTER LU HEADER SHEARWALL HOLD-DOWN DETAILS . • N.T.S. cL RAFTER JACK STUDS TOP PLATE TOP PLATE O �� WALL STUD \ �\ �\ DOLE TOP PLATE 3/8U13" PLYWOOD SPACER TYPICAL HEADER WALL STUD TYPICAL HEADER CONNECTION I OR A5 PER PLANS MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION BY 51MP50N OR EQ. ROS I I I TYP. AT WIN. HDR. cN OP WOOD HEADER/ WOOD BEAM 0� i REFER TO FLOOR PLAN I I,R.R. AT I G" O.C. AS PER PLANS LLJ Ln 2ND. FLOOR WALL STUD �V (2NG" KING 5 UDS 2) 2NG" JACK 5TUDS DBL. TOP PLATE AT Q HEADER DETAIL (n'P TO BOTH SIDES) F— SECOND FLOOR OR 2ND. FLOOR PLATEI NOT TO SCALE I AT SINGLE STORY � Ln SUBFLOOR N o WOOD JOIST WOOD JOIST RIM BOARD I 14"X24" 20 AGE 3 BLOCKING 4'-0" DBL. 2XG TOP PLATE I I / G z JOIST HANGER HEADER �P 1ST. FLOOR TOP PLATES TYP. I ( I WNDOW AT 2ND fl-R. EXT. GIRDER/HEADER �~—OPEN NG--I WALLS U USE 8d COMMON NAILS @ Gil I I � WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD O.C. AT FIELD AND 4" @ i I . 2"XG" WALL FRAME @ I G" O.C. EDGES -REFER TO PLANS = . FOR DESIGNATED AREAS ( I I/4X24 20 GAGE 5 a� TE OF N 0 2XG BLOCKING TYP. I I„ JACK STUD STRAPS TYP. P x2291 AT SEAM AT ALL ( II AT 2 SIDES OF OPENING ` JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BLDG. CORNERS ° 0 TYPICAL MULTI-STORY CONNECTIONS 2XG WD STUDS AT � ?� 4 . _kR;5 �zILI I G O.C. TYP. RIM JOIST Fo 0 05709 c, 1ST. FLOOR WALL STUD 112" CDX EXTERIOR GRADE — : — AROFFssioW�� o PLYWOOD SHEATHING 1 114"X24" 20 GAGE U Z HEADER STRAPS TYP. TYP. \ 1ST. FLOOR PLATE RIM JOIST AS PER PLANS AT EACH STUD SUBFLOOR IV 17 REMOVE EXISTING SHEATHING w WALL STUD 0 WALL STUD RIM BOARD AS REQUIRED TO APPLY STRAPS BOTTOM PLATE BOTTOM PLATE WALUHEADER BATHTUB SUB FLOOR DOUBLE SILL PLATE NOT TO SCALE « ,` P w m DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL NAILING DETAIL (ELEVATION) Ali cra'�on of this Document except p NOT TO SCALE by a.n Arc::itect or Licensed Profes- sional Enc incer, is illecfal. L o Section 7209, Subdivision 21 } TYP I CAL WALL STRAPPING DETAILS N. Y. State Education Law.J p z ° U = ° DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS NOT TO SCALE aQ nn�• t ;-� Enrir�eor s „n,l P,d Z �yr otilLv� li U Si�;,ntL�re cnly good for initial use of aj,r s, alteratior;s or ra- d n.p+r�[r rn ti�isirn, to cr re use o, Gru.r,. „s e�,t - out f,rci,itect or Enginc is d. nroval voids S,Oaj and Signature on s=r-,a. PAGE: I I UNAUTMOR12ED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.5. EDUCATION LAW