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Home My WebLink About47348-Z f Fit��'�t Cot - Town of Southold 1/10/2024 P.O.Box 1179 0 o _ f 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44851 Date: 1/10/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6025 Nassau Point Rd., Cutchogue SCTM#: 473889 See/Block/Lot: 111.-13-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2021 pursuant to which Building Permit No. 47348 dated 1/18/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front porch, indoor/outdoor fireplace, elevator, attached garage and raised patio with swimming pool addition as applied for. The certificate is issued to Cardinale,Alan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21=1929 1/8/2024 ELECTRICAL CERTIFICATE NO. 47348 12/8/2023 PLUMBERS CERTIFICATION DATED 10/16/2023 01 in Greml uth ri Signature �%W TOWN OF SOUTHOLD o�g�FFQ(�-coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �5 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#: 47348 Date: 1/18/2022 Permission is hereby granted to: Cardinale, Alan 10095 Main Rd Unit#4 Mattituck, NY 11952 To: demolish existing dwelling and construct a new single-family dwelling with a swimming pool addition as applied for per SCHD & Trustees approvals. At premises located at: 6025 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.-13-7 Pursuant to application dated 11/8/2021 and approved by the Building Inspector. To expire on 7/20/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,840.00 CO-NEW DWELLING $50.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 DEMOLITION $562.00 Total: $4,702.00 uil mg Tnspector �o�SUFFot�.� TOWN OF SOUTHOLD aye BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47266 Date: 12/27/2021 Permission is hereby granted to: Cardinale, Alan 10095 Main Rd Unit#4 Mattituck, NY 11952 To: Move electric to H-Frame for construction At premises located at: \ (� (x0did �I-M&) 6025 Nassau Point Rd Cutcho ue �( SCTM #473889 Sec/Block/Lot# 111.-13-7 Pursuant to application dated 12/27/2021 and approved by the Building Inspector. To expire on 6/28/2023. Fees: ELECTRIC $85.00 Total: $85.00 B 1 or pF SOUr�,�l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlin(a)-town.south old.ny.us Southold,NY 11971-0959 �yCOWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alan Cardinale Address: 6025 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47348 Section: 111 Block: 13 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Manorville Electric License No: 51495ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 10$ Ceiling Fixtures 10 Bath Exhaust Fan 7 Service 3 ph Hot Water GaSX2 GFCI Recpt 10 Wall Fixtures . 11 Smoke Detectors Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 226 CO2 Detectors Sub Panel 100X2 A/C Blower 4 Range Recpt Gas Ceiling Fan Combo Smoke/CO 14 Transfer Switch 400A UC Lights Dryer Recpt G2S Emergency Strobe Heat Detectors 2 Disconnect 6 Switches 7$ 4'LED Exit Fixtures 11 Sump Pump 4 Other Equipment: Oven, Hood, Cooktop, Dw(2), Fridge(2), Mini Fridge(2), Transfer Switch w/ (2) 200A , Floor Heat(6), Coffee Maker, (2) 200A Panels 40 Circuits, (2) 100A Subs 24 Circuit & 12 Circuit Notes: Pool- 80A Sub 12 / 2, 5 Lights 30OW Transformer, Pump(2) 220GFI, Heater, SaltGenerator, Blower Motor, Pentair Intellicenter, Water Bond Two Story w/Finished Basement&Pool Inspector Signature: Date: December 8, 2023 S. Devlin-Cert Electrical Compliance Form Town Hail Annex J�{ Telephone(631)765-1802 _,54375 Main Road _• F Fax(631)765-9502 - -P.O.Box 1174 Southold,NY 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD -CE_RI-UrCA.TI.(XN Date: Building Permit No. % 7 3 Owner. A 14 lri.1 J ✓I (Pleas Print) lumbe A&UIA—W.. r;. _ — (Please Pricut) I certify Vhat the solder used in the waber supply*%sham contains less than 2/1 U of 1% lead. L - (Plumbers Signab=se) Svkorn to before me this f� day of 4 20.E r Notary Public,5 .U L.:Gx3unw.. LINDA S MANNINO Maury public,State of NOW Yolk Registration No 4MS06 Qualified in Suffolk County Commission expires 7/fD / oZ-7 ---_ I / _ t ho�aOF SOGIyO� 413 # # TOWN OF SOUTHOL BUI DIN,/G DEPT. co 631-765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e o n I-AJ zc �- Q4 a/\ a -tee. DATE INSPECTOR - -� SOGIyo� 111 # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH 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 [ ] R TAL REMARKS: �l/ ld , d fgWtA- at/ DATE 3 INSPECTOR pF SOUIyO� - `��J`f # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION N�� [dFOUNdA"TIO0 N T [ ] 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 [ ] RENTAL REMARKS: `f�Bt2 �1�f2 0 DATE - INSPECTOR i a SOUTy� -— * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoo 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL tjl) ttt VA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] PRE C/O [ ] RENTAL REMARKS: Ill !�(��% �� 4 &&W�5 C� S✓ f ✓� 5� V� - v #I Y y DATE 1 7'2l INSPECTOR so 14—7 -3 1-4 6 (--4- # # TOWN OF SOUTHOLD BUILDING DEPT. °ycomm", ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: !tW 0. cSt-G 9`/ � T 1 0 DATE 2 INSPECTOR UF SOGtyO� - l 1 �L- CO 0 2 # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ` L:j DATE INSPECTOR OF SO!/lh°� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SUL CAULKING [ ] FRAMING /STRAPPING [ ] FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE l INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: December 17, 2021 To: Town of Southold Building Dept. Re: Natural Gas Inspections 6025Nassau Pt. Rd. Cutchogue,NY 11935 To Whom It May Concern: This letter certifies that there is not any N r Gas service or Piping on the above mentioned property. Any questions feel fre to all. Si cer , �0 NEW YO ER�0 James e koski P.E. CO 2-1 OpROFESS\��P JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: March 29, 2022 To: Town of Southold Building Dept.. D Re: Foundation/Damp Proof Inspection APR 1 5 2022 Cardinale BUILDITO""'OFfgp�THOLp 6025 Nassau Pt. Rd. Cutchogue,NY 11953 Permit#47348 To Whom It May Concern: This letter certifies that Foundation and Damp Proof Inspections was performed on the above mentioned Dwelling and all work was installed as per plan and as Per New York State Building Code. Any questions feel free to call. OF NEW yo Si erely, DEER�o'Q,p w Ja es Deerkoski P.E. FQ do ? ARoFfiSS\O�P Ih6k11W/ l FEB 15 2023 N. J. N LA ZZAFERRO, P.E. TomoF-n►Twni n PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer December 9,2422 Design, Construction Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Residential Construction—New Single Family 6025 Nassau Point Rd Cutchogue,N.Y. 11935 District 1000,Section-ill.Block 13,Lot-7 Building Permit Number—47348 Inspection—Framing On 12/2/22,1 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 1RC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. NEW . `" Nicholas J.Mazzaferro,P.E. i O No/ ARO, N. J. MAZZAFERRO P.E. FEB 15 2023 WWI%LJEPd PO Box 57,Greenport,N.Y. 11944 TOWN prg011- ,no n Phone-516-457-5596 Consulting Engineer ,December 9,2022 De05m, Cairstrweimr, Iresgectrorr Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Residential Construction—New Single Family 6025 Nassau Point Rd Cutchogue,N.Y. 11935 District 1000, Section-111.Block-13, Lot-7 Building Permit Number—47348 Inspection—Rough Plumbing On DATE,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 30 pounds)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—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. PEE OF Fjy Y Nicholas J.Ma=aferro,P.E. o �, z 70 0 z 057�9y ROFESS10% Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS Your Result: 0.78 ACH50 (756.91 CFM50*60/58000 fP) Target < 4 ACH50 Test Information Test Name 6025 nassau point road cutchogue ny 11952 Test Date 2023-11-17 09:10 AM (UTC-5) Export id 2FNWAHWX Company Name Star mechanical , Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 6025 Nassau Point Rd City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2023 Elevation 46 ft Address Verified? Yes Building Latitude, Longitude 41.001224,-72.441321 GPS validation Latitude/Longitude: 41.001086.-72.441666:Accuracy: 44 ft Estimated Distance From Address 81 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 65 OF Pre-test Outdoor Temperature 54 OF Wind Speed 2 MPH Average Barometric Pressure 102.1 kPa Test Dimensions Conditioned Floor Area 5800 ft2 D Volume 58000 ft3 D Noel 2 7 2023 BUILDING DEPT. TOWN OF SO TTHOLD 1 Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 0.783 Induced House Pressure -56.51 Pa Corrected Flow 688.1 CFM @ 50 Pa Adjusted Flow 756.91 CFM @ 50 Pa Intercept 54.115 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline 7.16 Pa Depressurize Results Air changes at 50 Pa, n50 0.7118/hr Air leakage rate at 50 Pa, q50 688.1 CFM Effective leakage area at 4 Pa, EfLA a 38 in2 Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0065 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0065 Baseline Pressure, Initial (Pa) 10 10.6 10.5 10.4 10.7 10.5 10.6 -0.7 -0.7 -0.3 Average baseline,initial AP of 7.16 AP oi- -0.57 AP oi+ 10.47 Baseline Duration 13 seconds Building pressure (Pa) -49.35 Induced pressure (Pa) -56.51 Fan Pressure[5000- 1341 (Pa) 143.15 Total flow qr (CFM) 757.53 Measured flow qm (CFM) 754.34 Total flow through envelope,genv (CFM) 738.52 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept,Cenv 53.639 53.639 53.639 Intercept, CL 54.115 54.115 54.115 Slope,n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawispace 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. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in"pilot only"mode for the Confirmed duration of the test. 3 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 efficiency program.) I 4 I Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - 131 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= jPrBj - PrA If PrA is less-than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP=fan pressure, RP= room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 138 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP- RP X K1)"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 FPz) + (C x FP) + D+((G- RP) x F) 5 aYa Town Hall Annex +�� OG , Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDI N.G.:D.EPARTM EN.T y .NOTICE_OF.-UTILIZATION:OF TRUSS.TYPE-CONSTRUCTION.,PRE=ENG1NEERED: - - I-WOOD-CONSTRUCTION:ANDIOR.TimsER'CONSTRUCTION _ Date;`,.. _: .... ....�.......2a.Z.l... ...... Owner:.- .A1 i a c-1,- _,.&.:10 Location of P�operty:.._.-Go_Z5.-. _..___ .,�. . r Please take np tice that the (check applicable line): New commercial or residential structure ;Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): .Truss type construction (TT) x 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) Name (person submitting this form): 0 �1�' Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Zl 94 Verdi-Str6et; Farmingdale NY ::6.31`�694-4400 : ' _ FAX:631.454-63'11 :. www:accesselevatorltd:com MEMO:. - o ember 17,1023 :.•Rec:.' :6025.Nassau Point'Road;eutchogue,.NY. I Frederick Russo;:certify.that I.am the president ofAccess Elevator, e.r certify that I:vvas formerly�a Code writer serving on the Residence'Elevator and - Wheelchair.Li#t.subcommittee.of ANSI/AS1ViE and that Lam fu11'fam liar with the'code. ::`-.Finally; I_certify that; our contractual:obligation for the.installati ft of the. Fok Valley l ydiaixlic'.:residenee•':elevator' (site shaft:construictionpanding doors '.installation.-not :. ' ;v tristanding}:at•the abo�e:location.meets: he ASME A17:1.section 5.3.requirements'for a :.' single fainily private.residence.elevator; r..Ihe.elevator`installation was completed on.July 24,2023.. Access Elevator,Ltd.: : . .; . By: Fred r� .'.Ru o' t AJPSP � CE oo guard Rdd Sai Pa<sla+v /i[/Z(if® One source for alle. ==°' your pool safety alarms, number one in customer service. -- All products made in the USA. INGROUND=-��_�". "`. POOL ALARM "SAFETY BUOY" ABOVEGROUND POOLALARM rt d DOOR ALARM SOUNDS IMMEDIATELY +a Poolguard's Family of Products GATE ALARM Helps Protect Your Family! DOOR ALARM www.pool guard-corn P.O. Box 658 • North Vernon, Indiana 47265 tA y.- �� +` '�% i • ^�� _� t. . � . G N`- r c r 4 '1! r z 0 F keg, �. f 6.0 Y f Yq _ J�•l► t ,Y8 .. �� 7—N. 'r'+1j� n � �`•�'-` � �`S t'� -� ._, �-' 4�. 'te� r"I 1 f+ `�r�k'r��+�"1,��lr � ,tr�� "en { t] � '3 ,� , r � h �, •. •*: � '',Zrj !.-i, i' � 5, `��' Y4` r{f��f��+ 'i �kl`f,•j.2#�"'r '�...r'... 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M�; ,=,yi.�it.,wr.��r��11��b�r�•' , tiM�' '{ _ t I..1 y-a i�,r`�.•� ��T�i�� ;.yt`�. ;, a Am ;,+'y'r{;Itlp:lrl�if�'- f��;,,��`il��'., r.. f#'�� +�i r,ll�`' �, + �•', r J �� •`�Lk Y�.M'/v-�wP..�:? rr� S� 1� y � ��R .a,)� e '` ° - ' r'I�,r � �� _ +yak '�✓� rr�i5�"C4�tw• ti t :Y>'�wwNc R►is�eapewe .D E LT A ,ravasw :DELTA s s 095116571 h ^_ — ._rocus nza� �P 'III�NI7NIN11�'� _ ..nnrre r e 16 9 f. � ,� ,"' /f /• f i r Now 4 -f. � II a I;D' SPE' F RT• T?pTF:;. . ;r; .; •.`s;',., :.:`: M1VI T FIE . „ ':•1' Wit;i.5"�'�I�•:''��i•"'_�• 1 4 ( FOUNDATION;..1SNF T ;;,• .. �';` .C;:• °:,.�o� �.k��t�:k?tt'ai;��'.KY?,='•.emu.. Chi:n•l.•r ��V;.•..14 '6 Y rl rl i.} b - •J. rrww VJ FOUNDATIOFt•(21�D). 4-i ••�� V 1 ROUGH F ,Q, « �:t;+•:,:;.;,,•, FLUNMI �G'' `. I INSULATXON. RN:: '.. . H. 'STATE ENRG''CC3I1.0 • , : - •. � 1l :l�ti� ,t` �n- ''�� rye; ' �� .•,rid'. ,, ..;^4;;, �xl �^,!.•..l l..i. .N.\r::,. /yam 10 d -ill" ,•iµ:�:i..rn� l:4• U. Li :. 2 Irk ofct k&ieod. :r' a'o� roa.� 41 IV I �H. SAW ' � _- — =�'�:��'."ter '•+. �'� ri�i�.: . � .,y,.i't?,.t:,; � of.,,..6 t a�1:�5.:\:•J::i:.�•y�.;'.kr;•i•.:�' .. +r�{`'s:1z:c'a::',.yz.;a ;:�`s'•k.:�:�.a.;Y{`5��;:,�tksky�:•:i.�3.• .. CHOo,> / o�Ps° o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PE MIT For Office Use Only ® E C E � U E PERMIT NO.IL Building Inspector: NOV 0 8 202, ,Applications and forms must be filled out•in their entirety.'Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owners'Authorizatioh.form-(Page 2)shall be"completed: Date:11/8/2021 OWNER(S)OF PROPERTY: Name:Al Cardinale SCTM#1000-111-13-7 Project Address:6025 Nassau Point.Road, Cutchogue Phone#:631-445-4432 Email:alanjr@cardinalemanagement.com Mailing Address: 11952----- --- -- _ .. -.- 10095 Main NY _ CONTACT.PERSON: Name:Michael Hand Mailing Address:PO Box 1256,, Mattituck. NY 11952 Phone#:631-965-1947 Email:michael@mchdesignservices.com DESIGN PROFESSIONAL INFORMATION: Name:James Deerkoski Mailing Address:260 Deer Path,Mattituck, NY 11952 Phone#:631-774-7355 Email-" amesdeerkoski@yahoo.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTIOMOF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $800,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? BYes ❑No 1 " PROPERTY1IVFORMATION. Existing use of property:R40 Intended use of property:SINGLE FAMILY DWELLING Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES,PROVIDE A COPY. ❑ Check Box After Reading:.The owner/contractor/design professional is responsible for all drainage.and stornf water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or'derholition as herein described.The,applicant agrees to comply with all applicablelaws,ordinances;building code,., housing code and regulations'and'to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein-are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri me):Annette cuma her BAuthorized Agent ❑Owner Signature of Applicant: Date: 11/8/2021 STATE OF NEW YORK) SS: COUNTY OFVSOELQ 1 1�—) /j Y7 �(�/`[mot Aa I- eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 1120 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 -,�L KZ6: Notary Chriistinevaaqua PROPERTY OWNER AUTHORIZATION �,6wy public-State ot*wlfutli. ff (Where the applicant is not the owner) NO.OIV 630 ffolk 26 Qualified in Suflblk County 14,Canmission Facp'uesl P f a ' I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Alaot, residing at 100q-5 ma 1 rl t o (Print property owner's mmne) (Mailing Address) do hereby authorize Anne �k sc-,L vn""cf- (Agent) to apply on my behalf to the Southold Building Department. ,., �g 2 021 ( � er's Signature) '(Date) Alan. h• (fa lrcto- -1-c--, (Print Owner's Name) Glenn Goldsmith,President �® S®UT�® Town Hall Annex I A.Nicholas Krupski,Vice President ,LO {® 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 ' Michael J. Domino Southold, New York 11971 G � � Greg Williams ', O Telephone(631) 765-1892 Ol Fax(631) 765-6641 - BOARD;OYTOWN TkUSTEES I TOWN OF SOUTHOLD I. Permit No.: f100.36A :Date.,of Receipt of Application: D.ecerrmber.-13; 2021 A. .. Licant: A.an Cardinale: SCTM#::1;00'(� 111=13-7 Project f Location: 6025 Nassau Poigt Road, Cutchogue Date,of Reso�Iution' Bssuance: Decem:ber '15, 2021. Date &8'vi`a:tion:'Decetnber. 15;`2023. i Reviewed.by A Nicholas ICrupski, Vi-ce-President Project Description: Conduct construction activity outside the 100' edge of wetlands for the construction of a single-family, two=story dwelling with porch and in-ground swimming pool measuring 18'x36' on waterside which is outside of the Trustee's jurisdiction; installation of.the pool.plumbing lines and pool fence; install gutters`and leaders to drywells on the dwelling *to contain runoff; to install a gravel driveway; to allow for ground disturbance caused by activity outside of the Trustee's jurisdiction; and for the 1.5'wide.non-turf buffer along the landward edge of top of bluff that is.to be established I . and perpetually maintained,, as per Wetland Permit#9591. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site ecember 14, 2021, and stamped a plan prepared by MH received onD i p approved on December�15, 2021. Special Conditions:" None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. i This is not a determination from any other agency. ! I I Glenn Goldsmith', President Board of Trustees i 1 {7AIJIII °lui Jli t.11"•'.I'J.Ikwl'I- JI11+1'1k-ItIt%Ih.11h. .. a. 9r<, 'tI,•I�-.'w,-. -_ dim .. .. .r .. i.. _ .: � , __•'.III gtcx•1 I, .._ •r .,.. d _ :cn:-.. .�,L, - A., j :�: .rr+l.•Nr•��,ila•'r'•Fl r. l•..kl+C. u,,' Id ��i' :. �i �.,i . .! n_}pr.aul l•+Yrc6 lfwl.. 1�1 ,:,!:. � 6.�:,,i! ! ih. r...l:, �i. ,. :,! � .-. .-.; ._! !�•,,.,,.... 41— rh.rr„jrtrfornh-rh AntMri:td MCO W O Fn /V-P JUN 2022 d,,q!LDING DEPARTMENT Electrical Inspector 0 2 M TOWN OF SOUTHOLD BUILDING TOWN OF SO( mTrown Hall Annex- 54375 Main Road - PO Box 1179 A Southold, New York 11971-0959 Telephone 631) 765-1802 - FAX (631) 765-9502 oqerrAsc!,thn-ldtnvvnny,nov - seand@southoldtownnv.clov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: AI Company Name: rnaiuOrilille 415C Z Electrician's Name: ro 14,K) 1pyj1ea_&V\ License No.: MC,—,5r( Elec. email: Elec. Phone No: 2R-9 ®I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION- (All Information Required) Name: env, hk n6Ll_e- Address: g.e)025 ,pVcez Cross Street: Phone No.: 4y kL yC ? Bldg.Permit Y'7 3 q R email: Tax Map District: 1000 Section: Block: l 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE.(Please Print Clearly): Alew PowLe Square Footage: yoco Circle All That Apply: Is job ready for inspection?: ❑ YES NO FIRough ln �oe4o Final Do you need a Temp,Certificate?: F-1 YES NO issued On 1 I 23 Temp Information, (All information required) A7 Service Size E�l Ph❑3 Ph Size: YC10 POA # Meters Old Meter# El/New ServiceE]Fire Reconnect Flood Reconnect EJ—Service Reconnect��nderground ElOverhead # Underground Laterals 1 H Frame Pole Work done on Service? F-1 Y Additional Information: PAYMENT.DiLg- ,A!TH APPLICATION F II 1 13 ILDING DEPARTMENT- Electrical Inspector _J V A, dt 1\1 0 ? 2022) TOWN OF SOUTHOLD BUILDINU TOWN OF,13OUTT-40wn Hall Annex- 54375 Main Road - PO Box 1179 yr aft " -0959 Southold, New York 11971 Telephone (631) 765-1802 - FAX (631) 765-9502 r-og err cCL.sc!-:tll.cidtoaA-/nnN!-.nov — seand(a_)qquthoIdtownny.qoV APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: M.0jv01%,j11e Z Z Electrician's Name: jjq3g��a_&V\ License No.: � Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: if t) naj_c_� Address: Cross Street: Phone No.: �?j iV kL V 4 gq Bldg.Permit 'J'7 3 q k email: Tax Map District: 1000 Section: Block: 1 0- Lot: Z BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ivew Poi4,Ld Square Footage: Circle All That Apply: � Is job ready for inspection?-. ❑ YES NO F_]Rough lnjt- 33L OFinal Do you need a Temp Certificate?:, F❑ YES NO Issued On 1 -,?S Temp Information, (All information required) Service Size tn'1Ph[:]3 Ph Size: !` 60 Im POA # Meters Old Meter# �w ServiceD Fire ReconnecEFlood Reconnect oService Reconnect Underground Doverhead # Underground Laterals E]1 2/ F_JIH Frame '[] Pole Work done on Service? El Y Additional Information: PAYMENT-QUE-WITH APPLICATION �� , loci 2A?-,Z-,- PERMIT # Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D 4:� Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: (% Comments V J � r PERMIT 4 Address: O� 4 Switches 1 'Outlets i ®� G F1's Surface Sconces HH's LZ 6 U C Lts. Fans �\ Fridge HW t Exhausts�'�i7 Oven „"1"XXCC W/D Smokes DW 2- Mini Carbon Micro 1 Generator i r�Combo i � Cookto.p l Transfer AC '-� AH Hood Service Amps Yoo Have Used Special: 2G<-) ,Comments c ll 7 Y � ., Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 .22 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE WNSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION J Date: U .8 20 Z_I Owner: A I ),I Location of Property: GoZ5 C 0A-CA'2$Q.D N--i Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) 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) 4 2 Signature: Name (person submitting this form): 4,n Kio Capacity(check applicable line): Owner Owner representative TrussReq15.docx Effective 1/1/2015 �o��gVFFO��co Gy�c BUILDING DEPARTMENT-Electrical Inspector H = TOWN OF SOUTHOLD Gy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # I 2. Date 2021 Customer Name 41 rA A, ot Caf n0,109 Electrician Name &-q de Address (3 2 &AJ r it vG Phone ( �{$4 e-mail e-mail vkA t3 ,,< <o , Co. Phone License# Size A Phase Overhead Underground #of Meters ° Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v 90 from the date ab Authorized by ————————_--——————— r isi iii iizzzszzz:::-- BUILDING DEPARTMENT-Electrical Inspector NaT TOWN OF SOUTHOLD o I Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 4,- �a ;r Telephone (631) 765-1802 Temporary Certificate # 24 Date Jam 2022 Customer Name 0 a.V I't-.a( .e Electrician Name Man d j I Q LLL Address 0—tto Phone e-mail e-mail 'oti+n or U) f-e(e Co rn Phone �3(. - `7 k9 License# Sl'f9S Size OO A Phase Overhead Underground #of Meters 1 Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificati �* v�alh, 90 �omthe teabov . Authorized by ILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD QEC 21 2021 To�v all Annex- 54375 Main Road - PO Box 1179 BUu:cINU OLr 1. - Southold, New York 11971-0959 OWN OF SOUTHOL[3 . :.. Telephone (631) 765-1802- FAX (631) 765-9502 rogeR cx southoldtownny.cov seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date:: . et Com .an Name: Y gi, P Name: ema /t,1 .0 ,, `License'No :/hF'�5[��9 S l�?C�puorv�/�� /�L '.e� Y Address: . G /wow&W U / . lV Ph one No:: JO:13,91TE INFORIVIATIO.NV (All Information Required):' _ Name'.:L. . - Address< :". , Crass Street: — :a W BIdg.Permit#: '47 2 fo(o email: Tax Map District: 10.00 . ......_Section: Block: Lot: BRIEF DESCRIPTION,.OF WORK(Please Print.Clearly). Circle All That Apply: Is job ready for inspection?: ' YE&/ NO Rough In Final Do you need a Temp Certificate?: 9/ NO - Issued On Temp Information: (All information.required) Service Size P 3 Ph Size:. oo ..A #Meters A` Old Meter# 1 . .. ew Service Fire Reconnect Flood Reconnect-Service Reconnected-Undergrouri Overhea . #Un erground Laterals" .,y 2 H Frame Pole Work done on Service? Y Additional Information: �s r PAYMENT.DUE-WITH APPLICATION �2 Request for Inspection Forrn.xis 2 EC ILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD DEC 21 2021 Toi Hall Annex- 54375 Main Road - PO Box 1179 '. BUILDING IJLr"I. Southold, New York 11971-0959 i,i.p " OWN OF SOUTHOLD Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr o_southoldtownny.gov — seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: o r ( Name: Z"o f i'ylcJ-�C �r License'No.: F,5 email: Address: A M - / lV o' Phone No.: 63( JOB SITE INFORMATION (All Information Required) Name: L Address: 40'� �Z Cie Cross Street: Phone No.: 2 _ =-- - Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ' YES / NO Rough In Final Do you need a Temp Certificate?: / NO Issued On Temp Information: (All information required). Service Size 1 P 3 Ph Size:. ' oa.A #Meters Id Meter# . !:ew Service Fire Reconnect- Flood Reconnect-Service Reconnected-Underground Overhea # Un erground LateralsC? 2 H Frame. Pole Work done on Service? Y Additional Information' C3 V-v J PAYMENT.DUE WITH APPLICATION Request for Inspection FormAs 1 O 2 1 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday, March 29, 2022 8:16 AM To: 'Michael Hand' Subject: 6025 Nassau Pt Rd Cutchogue Hi Mike, I received a foundation location but without any contact info so since you were the applicant I'm letting you know that it looks good. There haven't been any foundation inspections so not sure if any were scheduled or if they are having the foundation certified by the engineer.This needs to be done prior to framing. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 u IHEIDECKER LAND SURVEYING I Q LN78*36'20" MONUMENT Q E FOUND 303.54' Q 0 `V 100.1' N 0 U Z f- m z o O52.6' o< _ of Li O Xo o U NJ 0 0 rL o o o z F W LLJ wD U) Q o W J (� Z z 7876'20" W 302.11' J � � Q N W 0 20 40 60 METERS CIV Ce �o FEET m� 0 40 80 120 160 GRAPHIC SCALE 1" = 40' ® oF NFv)-. Co o Unauthorized alteration or " w addition to this survey is a violation of section 7209, subdivision 2, of the New York 1" 050, 9 �� OHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE; FOUNDATION AS—BUILT SHEE-f N0. State Education Law. Copies of 751 COATES AVENUE MARCH 10, 2022 1 OF 1 this survey map not bearing �� 5�� sulT 2z SECTION 86.143—BLOCK 1—TAX LOT 1 the land surveyors inked or Lq�yp DRAWN BY: B.D. PROJ. N0. embossed seal shall not be HOLBROOK, NEW YORK 11741 cHK BY: J.H. #6025 NASSAU POINT ROAD 21 HLS84 . . considered to be a valid copy. (631)-772-9604 TOWN OF SOUTHOLD CAD FILE: jheidecker®heideckerls.corn SCALE: 1"= 40' SUFFOLK COUNTY NEW YORK 21HLSB4A9.DWa E90• TWO STORY DWELLING __ , 307.95 (5 BEDROOMS) a F.F. 48.5 DWELLING _ SL4fV2. s I,,, � ROY K. REISSIG, P.E. GROSS FLOOR AREA 5,250 SF (PUBLIC WATER) __ — LOT AREA I rr.1 AUGUST 1 0 2o1s F.F.= 2,625 SF _ ELEV. L, ELE. 40.0 29,974 SF o 0.5' TOP SOIL AND S.F. = 2,625 SF - 52.0 oT o0 I __ - __ -� 0.688 AC. b SANDY LOAM (PT) W/ BASEMENT _ I c c � 2.0' PALE BROWN N 7536'20•E —— I I = 1 SILTY SAND (SM) I I _— --, r—J 1 3.0' BROWN SAND AND _ SOME GRAVEL (SP) o EL5' DOSED Y1 RAIN j II 3.0' BROWN SAND AND m. 32.2W pRWA ER I I AND GRAVEL (SP) W " 17.0' DEMOLISH EXISTINGI STORY II e� T^? C.O. TO $ I FRAME RESIDENCE I ►� 8.5' LIGHT BROWN SAND r SO BORING AND GARAGE EV.40.0 I tO- GRAVEL (SP) tr• 1J1 1 M1N.tIX GRA E PROP.POOL L___ —r ELEV. 90 I 0' 51.4 _ -- -- f GARAGE 1 ELEV. ———30892 TEST HOLE DATA r 1 6F. . t :L ABANODON EXISTING 52.3 N.T.S. 1 5' G.F. 3 .0 '-,SANITARY b 1 1 'MIN• ' �•, _�— NO WATER FOUND 1 DRNAY m 11 EXISTING CONTOUR f tz _ I RO F --- IN EFF. DEIPTH " t+� _D — DWELLING I LEACHI G POO (PUBLIC WATER) .,i ELECTRIC ELEV. FOR TREATMENT UNIT —' o Design Professional's Certification Required. O 3 S 7g3fi'20"W HYDRO ACTION AN500 PROPOSED CONTOUR TREATMENT UNIT W1 INTEGRAL Abandonment of the existing sanitary system must be in Submit P.E.or R.A.Certification For d VENT & CONTROL PANEL conformance with the Department's requirements. The Installation and Construction of the Sewage Disposal System I PROPOSED ELECTRIC Submit completed form WWM-080 as roof j SERVICE P p Use Form WWM-073 0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY INO WELLS WITHIN 150' LOT 42 OF PROPERTY DATE 11/6/2021 H.S.REF.NO. R-21-2021 AMENDED MAP A OF ELEVATIONS — NAVD88 APPROVED ;-�9 T- NASSAU POINT FOR MAXIMUM OF 5 BEDROOMS SITUATE NASSAU POINT EXPIRES THREE YEARS FROM DATE OF APPROVAL TOWN OF SOUTHOLD, SUFFOLK COUNTY NEW YORK ��OF NEWY SCTM# 1000-111-13-7 `P R.Fq�� DANIEL R. FALASCO, P.E., P.C. FILED: AUGUST 16, 1922 — MAP No. 156 C n �� E ` * CONSULTING ENGINEER R II 94 STEUBEN BLVD., NESCONSET, NY 11767 NOV 202� o pR�FE99 05 ONP DATE 6-15-21 SCALE DRAWING NO. REV 9-28-21 1"=30' 1 10-18-21 BUILDING DE TOWN OF SOUTHOLD u IHEIDECKER LAND SURVEYING I Q MONUMENT FOUND MONUMENT Q N 78'36'20" E FOUND 303.54' Q 0 �O N 51.4' 91 100.1' N U 0i L i� _ m Z Z Z o 0 m 52.6' o Oa o Q O_ V L zz W _ w� w 100 0 IL 00 I N 0] I vJ Z O � Z S 78'36'20" W 302.11' J ® 0 20 40 60 o METERS_ C14 Wm FEET 31V?q)0V_ o o w 00 0 40 80 120 160 Jo GRAPHIC SCALE 1" = 40'QZ .� �l m� �_ NEBOF �®O� F� �cQ) �k I bCa-h o s O Unauthorized alteration or addition to this survey is a 0 Violation of section 7209, 9 `V subdivision 2, of the New York �j 05071 Q� OHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719rAN FOUNDATION AS-BUILT SHED NO. State Education Law. Copies of SLR J 751 COATES AVENUE 0, 2022 this survey map not bearing ` 1 /7��wp�� Cj SUITE 22 SECTION 86.143—BLOCK 1—TAX LOT 1 pROJ. NO. the land surveyor's inked or ® Liyld®_ HOLBROOK. NEW YORK 11741 B.D. #6025 NASSAU POINT ROAD 21 HLS84 embossed seal shall not be J.H. considered to be a valid copy. (631)-772-9604 TOWN OF SOUTHOLD CAD FILE: jheidecker®heideckerls.com SCALE: 1'= 40' SUFFOLK COUNTY NEW YORK 21H1S84AB.DWa j TWO STORY DWELLING _ (5 BEDROOMS) - F.F. 52.99 DWELLING s 1 ,,, ROY K. REISSIG, P.E. GROSS FLOOR AREA 5,250 SF (PUBLIC WATER) — — 0 1 r AUGUST 17. 2019 F.F.= 2,625 SF _- c £ C� ELE. 40.0 S.F. = 2,625 SF — 0 0.5' TOP SOIL AND I —_ _ —_ b SANDY LOAM (PT) W/ BASEMENT 2.0' PALE BROWN 7 E _— SILTY SAND (SM) 11 SAND f 1 30 SOME BROWN GRAVEL(5P) DRAIN a ELEV. O �0 ROOF LOT AREA N 3.0' BROWN SAND AND m, 32.2 17.0' 0 1 wp1ECEW_ A 29,974 SF C'1 AND GRAVEL (SP) 0 1 SE� HYDRO ACTION 0.688 AC. 1 I / A-26.5' AN500 1 � Z + 8-25.0' � O 0 ❑B SOIL BORING ►� 8.5' LIGHT BROWN SAND 13 O M.40.0 PROP. GRAVEL (SP) A-38.5' ` POOL -- £ B-29.5! GARAGE N 308.92 640 SF TEST HOLE DATA FUTURE —— 1 EXPANSION'0X13G.F. 38.00'0 �' — _ N.T.S. WATER FOUND O RNEW pY FF. DEPTH x 13' 1� D — LEACHING POOL �— f ROOF DRAINDWELLING I _— (PUBLIC WATER) $_134.11. 5,63fi'20 ILELECTRIC SERVICE O x / o = SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES IAPPROVAL OF CONSTRUCTED WORKS FOR � — ASINGLE FAMILY RESIDENCE 21 — 1 9 2 Date 1/8/2024 H S.Ref.No. R-21-1929 _ The sewage disposal and water supply facifiles at this location have been A S � �� inspected andlor certified by this Department or other agenc'es and found _ LOT 42 to be satisfactory FORA MAXIMUM OF s BEDROOMS. AMENDED MAP A OFF, �rx NASSAU POINT of NEW SITUATE CRAIGKNEPPER.P.E.,CHIEF �� r0 DANIEL R. FALASCO, P.E., P.C. NASSAU POINT Office of Wastewater Management ��Q �� Fq�9S Q� TOWN OF SOUTHOLD, SUFFOLK COUNTY °� * CONSULTING ENGINEER NEW YORK NO WELLS WITHIN 150' 94 STEUBEN BLVD., NESCONSET, NY 11767 SCTM# 1000-1 1 1—13-7 OF PROPERTY (516) 317-7209 FILED: AUGUST 16, 1922 — MAP No. 156 ELEVATIONS — NAVD88 2Lr, 410.05699C' �2 PRMFESSIONP�� DATE SCALE DRAWING NO. 12-11-23 1"=30' d _ C - eO,a 4 / I c• �d � D d • o• vd v p d v• vd � D d �. vd y D d � d � D,d � o• mod . v D,d n• ✓ _NDr,E �7 ZJ °aa s a OUTDOOR STORAGE `� a N oQ 7 N l0 �. 0 as e 18'X36' INGROUND POOL o v'a v d11 v ALCOVE / I I I I I 1 1 I I 8'-7%" 3'-0%" •�R •�R / PATIO ' IIuj Ii II / GYM ono. o/ A 4. P a �A� , 4 4 d .aR••4 •D�. v4 4 I ACCESS TO CLEANOUT SAUNA a LJJ �Z) O ----------------; V) x I O1 1 8'-7Y2" o o CEDAR LINED ___- ' ----------------------------- '------- ----_-__--' V 14'-4X" CLOSET I ------I------- ----- I --- -- ------- BATH -------- Ll) MEDIA ROOM --- - ---; o N I 1 v 0 L ---------------- cs/ WAD 2 CAR GARAGE m ------ --- ---------- ---- - -- --- ----- I 1 I I I I I - =--- ---- -- -- ------ -------1 -_- --- 1-_ __ __----- 1 -- _ -- 1 - -- ---- ----1-- Y - -T- ak -t- - I I I I I I I I I 1 I •--------- I ---- ---- ---- ---- ;--------------------------' i------------------------- I 1 1 1 1 I 1 1 1 ELEVATOR LAUNDRY 48X42 CAB 1 1 1 I 1 1 1 1 ROOM I 1 1 1 1 1 1 00 - - 1 1 1 1 14'-7" I 1 1 I I 1 1 1 I 1 1 1 I 1 1 I ✓ � -- ---- --- 1 I 1 1 1 I 1 1 1 1 1 I 1 1 1 � 1 1 ._ �.,.71 LAYOUT CHANGE �-----------; ----------- --------- - ----------- ------------ ---------- UTILITIES --- _________ --------- MASONRY PORCH DRAWN BY: MH Li 11/14/2023 — — — — — — OF NF SCALE: SEE PLAN — — — — — — ��F� �I DEe� fi W SHEET NO: PROPOSED BASEMENT PLAN �<Q '�0' () � SCALE: 1/4" = V-011 aROFESS�5 Np� I 9 � SITE DATA: SCTM # 1000-111-13-7 _•_--------:_:....................................... DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: ---------------------------- LITTLE PECONI��c PROPERTY: 29874.0 SF 0.686ac ......................... BAY .............. ... m ; a.F•, SOUTH ;L�9 4s lx 29 6% BUILDABLE PROPERTY: 22732.0 SF 0.522 ac LESS THAN 6'AfF MORE THAN fi'AFF - IY.i ._._._._._._._.-.-._._._._._._._._._._.-._..._.. S 08 26 3311 E 1 -•-•-•-•- -------•---•-•-•--- -------------------- WOOD 9.0' APPARENT HIGH WATER MARK ALONG BULiCHEA 00.04 . . I :1 ^ " I&NAY II 3i9 LK i y� T I�,z� ----------------- :: gU TB 9.0 � Ti7 HEAD WOOD BULKHEAD GROUND ESTIMATED AREA OF 12,000 SF :: DIST I P r NG DI 1 :: --- ��J>�y�� u�yjpy�j � ...... ------------------ --- ,yiV��{{ - { "�131T7.".lJ .....! NORTH __-____- ---'_1 -•______________?C_______ _---______ ___ _ 10 30'-6x" 43'-lx" _ ,_� PROPOSED HOUSE: 2612.E SF �'` ------ -------------------- 11.5% 500 CY 150 CY CONCRETE LESS THANE'AFF ________________________________________ ' '�� MORE THAN 6'AFF ----' OUGH - �A1Vit'NZ",a �$I ----------- --- INSULATION � PROPOSED PORCH: 147.2 SF 0.6 /0 25 CY 5 CY 4• FINAL - CONSTRUCTION MUST _._._._._._.-._._._._._._._ _._._._._._._._._._._._._._._._._._._._._._._ ---------- -------------- --- ------------------------------ ------ 20 -- --------------------- - -------------- ------------- PROPOSED PATIO: 1107.1 SF 4.9% 100 CY 25 CY E COMPLETE FOR C.O. •-- --------- ------------------------------------------------------------------- ----� ALL CONSTRUCTION SHALL MEET THE ----- ---------- ---------_ 30 _ PROPOSED POOL: 648.0 SF 2.9% 150 CY 50 CY ------------- REQUIREMENTS OF THE CODES OF NEW •� Ww° _____________�__-- 30 ORK STATE. NOT RESPONSI8LE FOR " ----------- _ --- DESIGN OR CONSTRUCTION ` - _` EAST _ -- .: ----------------------- ERRORS: - -- --------- � Tar1=p sLur PRbPSED SEPTIC SYSTEM: 1/A SYSTEM 150 CY 50 CY MORE THAN 6'AFF ______ ___ 40 ---- ----------------------------------------------------------------- 4O PROPOSED DRYWELLS: EMT 50 CY 20 CY --- --------- _ COMPLYWITH ALL CODES OF _ ---------------------------------------------------- --- NEW YORK STATE & TOWN CODES wooD ---------------------------------------------------------------------- ------ ---- - i i BULKHEAD -- AS REQUIRED AND CONnITIONS OF :..... 50 ----. 50 TOTAL: 4514.9 SF 19.9% 975 CY 300 CY WEST "---___- ..� , _aNNiNG60ARD I 6a-1oh _ 54 52 Tod OF 6LOPI= ______________________________ EL *EXCESS SOIL TO BE LOCATED OFF SITE(REMOVED) LEssTHAN eAFf � �y >(( a .� ,. _.:._ .:.� �yy -A 52.3' MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: MAY 23,2019 / EL UTNCLDTOWN TRUSTEES 54.2 -�- a _i_ � _I_ � �_ � � � �_ 1 _�_-`, �_ • � , � 1 ��, .�_ -, .� ., .� y _r._ � � , Y.S.DEC GRADE PLANE HEIGHTS ' ` ' - ' :15'NON TURFF BUFFER, _.l-_ i � �_ _i_ i .J_ N 1 ,11N ,yam , , SCALE: 1/16" = 1'-0" • `p STORMWATER MANAGEMENT 00 LOCATION: AREA: 2"RAIN REQUIRED DRYWELL OCCUPANCYOR �^ PER HOUR: DRYWELL: CAPACITY: "+� HOUSE ROOF: 3070.7 SF 533.1 CIF 8'dia 591.5 CIF IS UNLAWFUL - ROOF DECK: 121.7 SF 14 VF POOL/PATIO: 17S5.1 SF 293.1 CF 8 VF 338 CIF `� j WITHOUT CERTIFICATE 8'dia - OF OCCUPANCY _ DRIVEWAY: 1280.5 SF 213.8 CF 6 VF 253.5 CIF 15'-6%" 49'-4" boo 31.4 SF FIN. GRADE-FIN. FLOOR 99.7 SF GRADE-FIN. FLOOR O NOTE: _J rI DRWELLS TO BE MIN.10'AWAY FROM HOUSE w - - DRYWELLS TO BE 20 AWAY FROM SEPTIC O O DRYWELLS TO BE 5'AWAY FROM UTILITY LINES A USE CATCH BASINS IF UNABLE TO ACHIVE MIN. 0 W W Ir"1:1 f J I OF1i,: ,,',7E:-1 PUN"JFF Q EL.40.0' z ,NT TO CHAP T'ER 236 TOP SOIL AND OF THE TOWN CODE. cc _ PT _ 0.5' O O SILT FENCE/LIMITS OF CLEARING SANDY LOAM 0 OJ O �� PALE BROWN F+I ( h LL - - - - - - - - - - - - - -�= - - - - - - -I po p SIM SILTY SAND v/ Z Z .. �- - - - - 49 3' _ 2.0' O L.L LL- 15.5' 20.0' \�0 O LU p p \ \ BROWN SAND irf QSP All exterior lighting \ AND SOME GRAVEL C/) 18'X36'POOL C � " I / z - - - 3.0' �I installed, replaced or O O IBASEMEN7 repaired shall conform ^ ISTAIRWIY m m \ 1 I C) z V toCb-ipter172 - - - - - - - - - - - - - - - - - _ [ SP BROWN 1 r -- - wi I ( RAISED PATIO I of the Town Core N a'xa' �_-� � � zo.o'_-__ Bo' � Dw D Ln AND GRAVEL \ 0 1 0 0 - DECK ABOVE �® 8'x4' - - - 6.5' �I STORAGE l8X4 ' AREA DW w cH EL CTR1CAL 49.3' tl�SpECTJ014 REWIRED J ' I - - - - 2 STORY FRAMED HOUSE ' SP LIGHT BROWN SAND GRAVEL 1 � r scJ A' STAIR WAY I � aO,AI��I'IO t �J! L.L. p 39.0' LL 20.0' i z COVEREDI o \\ ID a z 17 It PORCHLU A . ' 14 n, I ` l O p 2 15.0 259 I u NOTE:NO WATER ENCOUNTERED I ow EL.23.0' PLUM,3ER CERTIFICATION ° Q oI C 'LEAD CONTENT BEFORE N Oo I i - ILLJ �'' I WASHOUT I I LL� 00 TEST HOLE DATA CL r 17F/rA TE OF OCCUPANCY J O o N o - i W ROY K. REISSIG. P.E. SO,, ?ER USED IN 4'!/ATER _ � o N LL' -- ,/A SEPTIC SYSTEM CT DATE:8/17/2019 SU• i L Y SYSTEM CANNOT u Q O - [DESIGN BY OTHERS) PROPOSED O DRIVEWAY I lv EXCcED 2110 OF 1% LEAD. bo L' _ N ow Li - - -�- --- p Q LOOCAT 01 N I I I a �v,d.� \ / 1 PLUMBING Ia.0�t-�CYer' ALL PLUMBING WASTE, � W 0 I � _ � ' a O B'x6' &WATERLINE, NEED,;, U_ EL L- _ _ 3- SILT FENCE/LIMITS OF CLEARING DW ' � � CATCH TING BEFORE COVERING z 3EL - - - - - BASIN _ J EL ^J/%] LL TIE LINE ALONG 3a.1' CONSTRUCTION o Q' Q ENTRANCE IRREGULAR ROAD LINE � T 0 8 0 3 015 011 T om_ 1 jv W a 00.04 Must provide Manuals V D, J and S as per o EDGE OF PAVEMENT NYS Energy Code I D � ±r "� ---W DRAWN BY: MH W W Blower door W W- I A N 1 1, eU;LGI, 11/26/2021 an ductwork _E TOWN OF s ,, G_`j NASSAUROADE- � NFtesting required. .� � �� =�� yo SCALE: SEE PLAN POINT �� . r 0 DO.NOT PROCEED WITH h. r 7 LU FRA"J I^dG UNTIL 5URVE1(b : .OF FOUNDATION LOCATION SHEET N O: �`'N APPROVED. 25'-11" 38'41%" SITE PLAN :� ' t<`QA o� 0` ��C2 HAS SEE 268,3 SF GRADE FIN. FLOOR 403.4 SF GRADE FIN. FLOOR SCALE: 1" = 20'-0" �o�essl I , Fr PERIMETER:277'-1" A AREA GRADE TO TOP OF FINISHED FLOOR 1462.S SF IF WALLAREAe.:11r-1-Ip" P PERIMETER TOTAL LINIAL FOOTAGE 277-1" 277'4'-112'1-1/2^-16A'a1-1k" IF WALL AREA-6':W-11-112" A LF WALLS 6'.•0.10 P 5.3'AVG HT(GRADE TO TOP OF FINISHED FLOOR) 1F wALLs�•o60 GRADE PLANE CALCULATION SCALE: 1/8" = V-0" i i I !I MEAN ROOF HEIGHT MEAN ROOF HEIGHT AVERAGE MRH: AVERAGE MRH: 3 11/a I I W z o � m W � w z a oLy m O cc O CIO V O (� N O I I II � +i �+A E . 4 .8 ERAG G AD EL VA 10 — F==� i i I EL. 39.7 EL. 39.7 PROPOSED EAST ELEVATION NOTE : SCALE: 1/4" = V-011 F I N I SJ D FIRST FLOOR WILL NOT BE rl MORE 2' ABOVE FINISHED GRAD LEVEL. n DRAWN BY: MH 11/26/2021 SCALE: SEE PLAN * �'f SHEET NO: ti A�� -ssll i MEAN R OF HEIGHT - -- MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - - ' it - - - - - - - - --` - - - - 1 - ! AVERAGE MRH: _ AVERAGE MRH: - 31-11% W �Jl� L LJ O m o o < LU _ m 0 - oLn m _- L z - O Q � i I i E L. 48 AVERAGE EL. 43.8 AVERAGE GRADE ELEVATION EL. 39.7 PROPOSED NORTH ELEVATION SCALE: 114" = V-0" DRAWN BY: MH 11/26/2021 SCALE: SEE PLAN Ljj r r SHEET NO. V r I I II � II II !i II II I _ I I i i I MEAN ROOF HEIGHT - MEAN ROOF HEIGHT AVERAGE MRH: - - - _ - O O 31'-1P/," AVERAGE MRH: Li - _ �/ • a t1) - ° N LU m � — — - - - O - z — - EL. 48 EL. 48 PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" AVERAGE EL. 43.8 AVERAGE GRADE ELEVATION DRAWN BY: MH 11/26/2021 New y SCALE: SEE PLAN m1. LLISHEET NO: �oA o,trFc2 i X�l i i - _ - _ - MEAN ROOF HEIGHT- _ - - - - - - - _ - _ - _ - _ - _ - _ _ - _ - _ MEAN ROOF EIGHT AVERAGE MRH: ICI AVERAGE'MRH: � �\ ' i I O I I r� w � O � Vol A-+ c� L--j 0 0 M Cl. v Q � o �LU O Z V N � L f'r) O 1 Z M I Li EL. 48 PROPOSED SOUTH ELEVATAIQN43.s _ SCALE: 1/4" = V-0" AVERAGE GRADE ELEVATION EL. 39.7 DRAWN BY: MH 11/26/2021 NEll, SCALE: SEE PLAN C t A C7 -Al I . 2 N SHEET NO . 20'-4%:" 49'-411 ' 15'-6Yi"SOLID WALL UNDER�LIFT AND SLIDE ABOVE (VIF) ' I I VERIFY HEIGHTS AND DETAILS PER MFGR WRITTEN INSTUCTIONS 1 CON�.�/A6L v3/3'X1`'''FQpTIfV�j(REI�1RCED) O p d ° Dp° • n• v e v D e • o° v e D.,e �,• `,e �" D e o• v e • �" D e • o• v e �, D e • a• v e - �, p e o• .e °h p v ° EXTERIOR WALL 4° Z OUTDOOR STORAGE w UNFINISHED N p v 14"ML BLOCKING 0 W - Q ° BETWEEN JOISTS w/ 811 a z w o a 2X10 WALLS ABOVE ° J 5/8"ANCHOR BOLT < cc 3 `" ,a w 3X3 WASHER o FLOOR JOISTS w 0 3 • [�:� 5/8 CONTINUOUS� Q J o �° REBAR(TYP) I av 23 3'-0" m v-j w GRADE ¢ p J w z o .3 z 18'X36' INGROUND POOL < < a ° @j cc N o i a ° d w U l7 sw �4 0 O o° 1D o I — — `� GENERAL CONTRACTOR AND CONCRETE INSTALL I III REVIEW LIFT AND SLIDE DOOR INSTALLATION bQ° n D z a 14"TJ1230 WOOD-1 FJ @16"OC 1-0 TO REVIEW AND CONFIRM ALL FOUNDATION SPECIFICATIONS AND ADJUST FOUNDATION F OR DRAIN TTO m 0 WALLS WITH STEM WALLS, FULL HEIGHT WALLS, STUDS AS REQUIRED PER MANUFACTURER INSTRUCTIONS ONNECTTO C, x �' - ° RYWELL(TYP) _ _ p°> m m fb°.PC'WAb, Q 4'-10" `\ C o < o� P ° �' o o' P' o EXPANSION �n JOINT - — — — — — STEP FOOTING AS REQUIRED p� _ MAINTAIN 3'BELOW GRADE 11((JJ 22'- 18'-411 8'-7" 4" CONC. SLAB PATIO 10/10 6X6 WMM \'_/mIN.SLAB REINFORCED w/#4 EPDXY COATED BARS AT 24"OC EACH WAY AND 6X6 10/10 WMM. i--- --- 2'-Q"' 5/81,CONTINUOUS SLAB HAUNCH TO BE LOCATED AT ALL i 16"X16"CONCRETE PIER,REINFORCED WITH i i REBAR(TYP) INTERSECTIONS WITH FOUNDATION AND POOL 1H (4)#4 VERICAL REBAR WITH STIRRUPS AT ♦ �' 12"OC MINIMUM.PIERS TO HAVE 30"X30"X12" ADJUST HEIGHTS FOR FINISHED STONE/PAVERS. _--__-; FOOTING w/(3)#4 REBAR EACH WAY ALL FILL BENEATH CONCRETE SLABS SI BE ._ WALL SECTION ------- COMPACTED TO 95%RELATIVE DENSITY 14"TJ1230 WOOD-1 FJ @16"OC ASTM D-689.COMPACTION TEST AS NECESSARY. 491_411 INTERIOR STORAGE V-0'1 35'-7%" TIMBERTECH RAIL NG OR APPROVED EQUAL a. 7'-10%" 201-011 7'-9%" ( ^ °� d c �A• , - SOLID WALL UNDER LIFT AND SLIDE ABOVE (VIF) v , da. �� o •D�.a o o � � N v p VERIFY HEIGHTS AND DETAILS PER MFGR WRITTEN INSTUCTIONS (3)1-3/4X14 ML FLUSH BEAM 6 d� •e.d o D .00 =_ __ _________________________________ o •o• D� �D.�•oo v C� o• de v°pda .12Q'CON`�.WAI-6m/3'X3��QOTING(� INF�RgED)te� `�°pde • °o •C� SAPPINC TONE . O n O GRADE INSTALL LEDGER BOARD w/2X4 WALL UNDER) ACfEf f0 (6)#5 REBAR OVER w/,, CLEANOUT O a STIRRUP @6"OC D O a" CAPPING SAUNA ----------------- 3'X 8X8X1/2L-SHAPE 3'HIGH ° 7 __5X6X1/ TUBE STEEL COLUMN ; X6X1/4 TUBE STEEL COLUMN: m STEEL OVER OPENING RAILING ° D °,° D ' '• wJ 3'-6'X3'-6"Xl'-0"FOOTING w/5'-6"X5'-6"Xl'-4"FOOTING' o LAUNDRY i REINFO CED w/(6)#5 BAR ew REINFORCED w/(7)#S BAR eweZD ROOM ______ -----------'--=-===--------- ==== _==_=_____= h+1 1 a====l== ----=========_ _______=====I======='-=______{=====_____====_______ ____ _ ° WALL FINISH ------ ------------- --------------- ------ ----- ------- ---- O BATH MEDIA ROOM o (3)1-3/4X14 ML w/($)3/4"STEEL GIRDER : : (3)1-3/4X14 ML w/ 2)3/4"STEEL GI DER AS SELECTED BY ° ' ° 10"CONC. ' BASEMENT OWNER D D ° I I I °' o. WALL �Ij FTI lD ' N CL d 'O\1 14'-6%° -----------' 12'-1%" a`. ° CONCRETE STAIR D °Q V (REINFORCED) CL ° w/STONE TREAD ° D � ; o o z 2'-4" 21.611 13'-9%" 8'-911 5'-1%" 8'-6%:11 p D D Q I 2 CAR GARAGE 1O p m , N FLUSH DRAIN o o 5X5X1/4 TUBE STEEL COLUMN---------, °____ ____SXSX1/4 TUBE STEEL COLUMN--- ---, = 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC o ° D ° � I �1 j 1 I OVER 2" MIN SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO O ° u 3'-6"X3' 6"Xl'0' FOOTI G /3'-6"X3'6"X1'0"f00TIN ( ) ~ ° 4"CONC.SLAB ' ' I OVERHEAD DOORS)FOR DRAINAGE,1/8":12"(MIN). T NE 24"X12" ° I REINFORCED w/(6)#5 REBAR ew I I REINFORCED w/(6)#5 REBAR ew I I -I w/S 0 TOP _ ___ ____________________________ ------------- ---- --_ __ _ LL CONC.FTG. ___________________________F-___ ___ _____________{____ I ` ______________ F- - _ ___________________________ ____ ____ - O / 4 1 3 I (4)1 3/4X14 ML GIRDER I I v - 4 1-3 4X14 ML GIRDER I I O /4X14 ML GIRDER ' I I ---' u\i ' CONNECT GYM L------I---- 4'0" I ----- - I --- o°" ---' 3 _ r-kol�cipamtlon-- ~ �. TODRYWEOLL(TYPICAL) rn DRAIN T --------- ---------------- ------ ' M u D v 1 rcg7jired ; per: CRAF ' x I ' CLOS o 48X42 COB ROOM � Cede OUTSIDE BASEMENT STA I R IJi J F I �' 1 1 1 1 '� O - I % ° \ 1 I I 1 1 0 Ol 1 I 1 1 a H 0m 4'-0" 6X6 WOOD RETAINING WALL 1 I I 1 1 4'-0" ' ' ' ' 6X6 WOOD RETAINING WALL BY OTHERS ' 1 (BY OTHERS) ( ) � 5X5X1/4 STEEL COLUMN ' ' ' ' w/4'X4'X1'FOOTING ' 45min.FIRE RATED DO o0 -�ifIfJFOREED w/-. 7X7 1.8e 7X7 1.8� 7X7 1.8e 7X 1.8e PARALLAM SC HINGES,STEELJ B—� m ' ' PARALLAM PARALLAM PAR LLAM 1).REVIEW DETAILS AND SPECIFICATIONS WITH MANUFACTURER WITH :7).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES �6)#5 REBAR EACH W/Y I COLUMN COLUMN (3)1-3/4X9 /2 ML w/(2)1/2"STEEL HDR ;COLUMN ; (3)1-3/4X9-1/2 ML w/(2)1/2"STEEL HDR C UMN LIFT AND SLIDE DOOR DETAILS AND INSTALLATION PRIOR CONSTRUCTION. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS 4'-Oi' 1 3'-0" o e . REVIEW AND ADJUST PLANS AS REQUIRED WITH 2X8 STUD WALLS AND SILL GASKET. lull ______:___. _ ____=1-_ ___ ________ __________= 1. AREAS THAT ARE STEM WALLS AND FULL HEIGHT WALLS(WITH LEDGERS 9 0 NOTCH 2' 9 0 FOR JOISTS.FULL HEIGHT WALLS(LIFT AND SLIDE LOCATIONS)TO HAVE �8).PROVIDE S/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, (2)1-3/4X14 ML 3/4"STEE' DER : 1 I I L--- ------- --------- 36"X12"FOOTINGS w/(3)CONTINUOUS BARS.INSTALL OVER FOUNDATION INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A Q?r CEDAR LINE DOWN AT DOOR OPENINGS.#S VERTICLE REBARTO BE MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTTO I - - i_____ _____ _ __ � WALL/FLOOR JOISTS TO BE ON INSIDE OF FOUNDATION(VERIFY OPTION TO I INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. INSTALL ADDITIONAL INSIDE LEDGER(MIN.4")OR FRAME OVER STUD WALL) BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. o CLOSET I ' ---- --- - --------- r- a ;------------ ---------• I 20'-3 4" 11'-O" 71-7 411 2).VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION(MIN,3500 PSF) 9).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE w ---- ENGINEER TO BE CONTACTED BEFORE CONSTRUCTION FOR CLAYEY SOIL. BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. ' ------------ --------- 38'-11'/z" 3).12"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 10'-0". ;10).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL 00 °o UTILITIES " ' #4 REBAR,VERTICAL&HORIZONTAL THROUGHOUT.ANY CHANGES TO BE SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, a, 0 -- --- - --- --------- MASONRY PORCH : REVIEWED WITH ENGINEER FOR WRITTEN APPROVAL.EXTERIOR OF 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I P Fire separation 1 PROPOSED BASEMENT PLAN FOUNDATION TO BE COATING. AS PER N.Y.S.RESIDENTIAL CODE JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD m I ' WITH A BITUMINOUS COATING. TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). required as per ' Code _ ' g SCALE: 1/4" = V-0" 4).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. 11).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. NYS --------' FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 112).SHEETROCK TO BE MOISTURE RESISTANT THROUGHOUT.GARAGE LOCATION ePR03ECT N0RTH TO BE 5/8"TYPE-X FIRE RATED PER CODE. 5).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT PRIOR TO POURING SLAB.INSTALL T R15 FOAM INSULATION ALONG INSIDE 13).INSULATE PERIMITER INSIDE WALLS PER ENERGY COMPLIANCE CERTIFICATE(R19 PERIMETER OF CONDITIONED AREA AT FOUNDATION. 25'-11" 14'-O" �, 14).SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE(TYPICAL). qq np�J 6).FOUNDATION SLAB TO BE 4 THICK,3000psi CONCRETE ON COMPACTED FILL. DRAWN BY: M I 1 INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 15).RETAINING WALLS BY OTHERS WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE r I ELEVATOR: REST I AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL ' VERIFY PIT DEPTH AND ELEVATOR WALL SPECIFICATIONS A i WITH ELEVATOR MANUFACTURE PRIOR TO JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE ! CONSTRUCTION FLOOR PORTION UNDE ELEVATOR TO THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL ✓"�1 SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO OF N SCALE: SEE PLAN I BE SUNKEN PIT TO BE MINIMUM 6"DEEP.PROVIDE 24"X12" f�. ..�--• �� CONCRETE FOOTING SURROUNDING ELEVATOR, MORE THAN 16 FEET, j �� F�� REINFORCED WITH(3)#5 REBAR.WALLS TO BE 2X6 DF#2 @16"OCw/FIRE-BLOCKING.PROVIDE ELECTRIC SUPPLY TO MOTOR CLOSET AND ELECTRIC SUPPLY TO SHAFT FORrn HOOK UPS.SUPPLIES TO BE CAPPED AT JUNCTION BOX. -7 W SHEET N O. CONTACTSUPPLIER FOR RECOMENDED LOCATIONS. r, MOTOR CLOSET: tP�OA 0".? 0 w F �� WALLS AND CEILINGTO BE 5/8"TYPE-X FIRE RATED SHEET ROCK.DOOR TO BE 45 MINUTE FIRE-RATED AND VENTED 1aN� WITH SELF-CLOSING HINGES AND STEEL IAMB. ! I ELEVATOR i ! i i 1 7'-9Y411 7'-9%" 1 I 1 I 12'-0"STATIONARY ' 2x10 - (5)1-3/49-1/2 ML HDR ALL 7X71.8e I 7X7 1.8e PARALLAM PARALLAM COLUMN COLUMN STEEL FLITCH O O PLATE PER PLANN .25X5.251.8e �%; 16" 16" , PARALLAM 2Y- AO O COLUMN I 5"w X 5"w X 3/8"t STEEL ANGLE CLIP 1 (EACH SIDE OF BEAM) p O p 00 0 2%1 (0 OO 1-3 4X11-7 8 ML 12"OC O Cr o TAPER TO 9-f 2 EACH SIDE o o MICROLAMS O x I = o PER PLAN \ 1 O 5/8"dia.CONNE TION BOLTS 16" x m •.. O ASTM A307 GRAJND E A(60,000ksi) O 2�' O WITH WASHERS NUTS O @ 16"OC(STAGGRED)(TYR) %"dia. _PAASTER BE ROOM 18'X36' INGROUND POOL 0 2/ DECKABpVE O " 1 I STRUCTURAL BEAM CONNECTION DETAIL .2SX5.25 1.8e N PARALLAM _ COLUMN I NTS W18X50 UPSET STEEL BEAM(LIFTSLIDE ABOVE) in _ m 3" 16" 16 8X4X1/4 3 0 8X4X1/4 00 TUBESTEEL TUBESTEEL l OI O ;0 COLUMN COLUMN O 3 STEEL PLATE 1 o x 3/8"CARRIAGE BOLTS @16"OC z 6X6 ACQ POST STAGGERED TOP&BOTTOM "\' N BATH BOX IN w VINYL TRIM DOUBLE @ ENDS(TYR) N FINISHED 12X12 POST 81-011 v c X PATIO — — — — — — — — — — — — — — — SINGLE FLITCH PLATE DETAIL 00 ~ 0 7X11-7/8 WOLMANIZED PARRALAM GIRDER , 7X11-7/8 OL NIZED VINYLTRIM ' PA N7- - - - - - - - - - - - - - (BOX IN GIRDER w / ) , OX IN GIRD R w/VIN TRIM) NTS N x 1 14' T11230 OOD- 6"OC x q 1 rn BO o UTDOO 1 f •'° ^' 0 � 20'X10' COVERED PORCH m OUTDOOR � SHOWER 1 o Z?;+�4'�Fe 16" ,►T. 16" ,e� 49'-411 o KITCHEN 1 1 r I t t u 1 I o 2/" O O O Il.i..i 3'40%" 13'-811 I 14'-OY<" ' "17-9/< ' -------------------------- H41'MAOWF STEEL PLATE i OUTDOOR , jO O STORAGE2�1HALL ' ' S/8"CARRIAGE BOLTS @16"OC(TYR) -6"x 9'-6" 6'-6"x9'-6" 18'-0"LIFTSLIDE DOOR tO (4 1-3/4X14ML FLUSH BEAM 1 2X10 WALL 0 m - 1 MULL BETWEEN WINDOWS MULL BETWEEN WINDOWS I W18X130 STEEL HEADER MULTIPLE FLITCH PLATE DETAIL r\ p PER MANUFACTURER(VIF) PER MANUFACTURER(VIF) I I g 4X1/4 (LIFTSLIDE DOOR ABOVE) 8X4X1/4 8X4X1/4 U O TUBESTEEL TUBESTEEL NTS W d' - I TUBESTEEL COLUMN COLUMN i EXTERIOR SHEAR WALL I COLUMN 1 1 O I zHER n ' i o MOMENT LLI N wiIO (TOP&BOTTOM CLOSET 3 o I I LAROUND OJ TYROFBEAM) MOMENT PLATE ALP FOR ALL) ^ -U J F+1 ( I J i0 m I ® LL (TOP&BOTTOM v =I _ BEAM(SEE PLA ) O o OF BEAM) I I oC) �D LL o ------------- ----- - I 1 0 - M 3 LIVING ROOM � I ' ' N -1 \ COLUMN = _ _ _ _ = I COLUMN o OPEN TO ABOVE v I O i DW i i DW I (� L, N m ( p 1 SEE PLAN I I 6 ,6- I I I p @ ~ O AREA OF TOP AND BOT O �/ I I I I MOMENT PLATES SHALL L.n I, q�p A A A I I DEVELOP 100%OF THE ;' BATH 21-8%" 27-5/I , " MOMENT CAPACITY OF 1i�•� Q � BEAM(TYR) 110 10'-3" 3'-9/" 8'-0/" 5'-7" i DINING ROOM O N PLAN VIEW-TYPICAL MOMENT CONNECTIO�_ A-A R (3)1-3 1<14 M /(2)1/2"STEEL FLUSH BEAM (3)1 3/4X14 ML FLUSH BEAM )1 3/4X14 ML FLUSH_BEAM_ _ ' (3)1-3/4X14 ML FLUSH BEA (3)1-3/4X9-1/ ML HDR (3)1-3 X9-1/2 ML HDR WET BAR o TYPICAL MOMENT CONNECTION DETAIL BUILT IN 1 1 N N I I I I I I I 1 1 1 1 1 D I 1 I I I t 1 1 1 1 SCALE: N.T.S. U , 4'711 U I 1 I 1 I 1 I I I 1 o - o O OP I I 1 1 1 I 1 1 I 1 i\ tD �0 c-I I 1 1 1 I I 1 1 I 1 ELEVATOR e-4 x (+', I 1 1 1 I I 1 1 1 1 Zr) _ - N 1 1 1 I I I I 1 1 I SHEAR WALL 48X42 CAB S O HALF \ \ �--� LL I 1 1 1 I I 1 1 1 1 � - I ' I I WALK-IN y HIS g q g BATH O , , CLOSET , O O LOSET 3 I 1 -- 3 PANTRY DOG ROOM 3 o m ---- N ---- 2'-8" 2'6" --- rl N ENTRY 2'-W _N C L _ (0 I� FRAMING: 3-1/2X9-1/2 TIMBERSTRAND LSL @16"OC 7n S'-9Y2" 1\ 8'-7%" 3'-S" '-1' 7'-6Y2° 9'-3" 2'-2" 2'-�" 5' 7%° END WALL POST: (2)TIMBERSTRAND LSL __ (3 2X10 HDR �N m (3)2X1 F#2 HDR (3)2X10 HDR N (3)2X10 DR (2)14"ML FLUSH BM (3)1-3/4X9-1/2 M HDR HOLD DOWNANCHOR: SIMPSON STRONG TIE HDU AT ALL 2'-8" _ —- WINDOW AND DOOR OPENINGS z 6-0" i 2'-1115/16"x 5'-11%" 8'-0"x 2'-4%" 2'-ll 1S/16"x 5'-11Y8" OR AT 6'-0"MAX. ----- ----- 10'-3' g" ------ ----- ----- ----- EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD o ------ ----- ----- -----X 7-0" 9'-5" 9'-4%" 9'-4%" 3-9" ,----------- INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD _Ln _ 7-4 ----------- 38'-11Y2" ' PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD ti m lD ----------- ----- ------ DEN b cEL, 1O ------------PORCH------------------ ' ----- --- 1 GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE N ----------- ----- O 14"TJ1230 WOOD-1 FJ 16"OC 12"OC FIELD OP B __----- PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = V-0" 1),USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORIN ,INSTALLED WITH 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (3)9-1/2 ML HDR PROJECT NORTH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, (3)1-3/4X9-1/2 ML HDR (TEMPERED) e MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 12'-O"x 6'-0" ' 6'-6"x 6'-0" 2).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. ' 6'-6" 8'-0" ------------ 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE DRAWN BY: M H 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ------------ WALLS ALONG NORTH(HALL),KITCHEN,DINING,LIVING ROOM,MASTER HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 8'-5" ' 12'-9%" 4'-8Y411 ol BEDROOM(WEST)TO BE 2X10 WALLS(SEE PLAN). LD. 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R 0, XT 11/26/2021 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYW WALLS:R27,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 25'-11" le ____________ 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETR 1 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT O SCALE: SEE PLAN A _ INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.INSTALL PER SHEETROCK.USE DU ROCK CEMENT BOARD AT SHOWER/B 1 _____ HORIZONTALLY WITH TWF AIR BARRIER FLASHING). N RE.www.henry.com AREAS, ------------ n 7 — ty- 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. m 'r { Lu SHEET N O. ------------ ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. ti W 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX § N�j. _----_-'-_-- 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS A 50 ---_ UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS SO S I STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 3-1/2"X 1/8"THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY -----------_ FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. i DECK d w CEMENT BACKER BOARD CERAMIC TILE OVER THINSET(TYPICAL) - ------------------------------------------ 9-12" EXTEND MEMBRANE - - ------------------------------------------- 48" �� CL UP WALLS AS SHOWN - - - - - SHOWER DRAIN 3" w 2-5/8X11-7/8 WOLMANIZED PARALLAM GIRDER cc w FASTEN A7 TOP ONLY (TYPICAL CURB I I p p l 1 26n LQ MORTAR SHOWER PAN 2X10 DF#2 CJ @16"OC 1 TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT „ Q I Ia a I I I Ip p I I Z Z ' W 15'-6Y2" g I � 00 00 71-9%" 7'-9%" I � X X ' 00 W I Ln Ln IN 12'-0" N 12"X24" TOWEL BAR LOCATION 2X10 (min.12") (5)1-3/4X9-1/2 ML HDR P= GRAB BAR LOCATION TOILET-PAPER 77•84" HOLDER CL VARIES(VIF) 15" LOCATION 48-60" 36 54" NtF) � �� 136-48'1 18" 26" 1D SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM o w w 15" WALL w w JR MASTER BEDROOM AREA � o X ti N o ~ 49'-4" @__ Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. m m �2X10 DF#2 CJ @16'OC 3'-1 %" 13'-811 10'-11%" 13'-8%" 7'-1" 2t"min. CLEARANCE P270S.1 The installation of fixtures shall c nform to the fallowing: CLEARANCE BALCONY - - 1.Floor-outlet or floor-mounted fixtures s all be secured to the drainage connection and to the floor, 19 where so designed,by screws,bolts,washE rs,nuts and similar fasteners of copper,copper alloy or other corrosion-resistant material. O 24"min.CLEARANCE FRONT OF OPENING 2.Wall-hung fixtures shall Lie rigidly suppo ted so that strain is not transmitted to the plumbing system. rT, 0 30" H p min. ,n WALL 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. M 6'-0"x 8'-6'/<" 6'-0"x 8'-6'/e" O _ (5)1-3/4X14 ML UPSET BEAM(DROP 4-1/2") _ _ _ _ 12'0" 12'-0" 4.Plumbing fixtures shall be usable. Q ~f ^ 2X10 WALL AL _ r30' ll 11 5.Water closets,lavatories and bidets.A w�rter closet,lavatory or bidet shall not be set closer than 1S inches ' (b)9-1/2 ML HDR (5)1-3/4X11-7/8 ML HDR (5)1-3/4X11-7/8 MLHD \ 1-+ (5)9-1/2 ML HDR Z� Jfrom its center to any side wall,partition o�vanity or closer than 30 inches center-to-center between adjacent ' fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any v , 2 14'-7Y2" I 13'-3Y2" 13'-3" = X `�' wall,fixture or door. O ' X X0 I I m 6.The location of piping,fixtures or equip ent shall not interfere with the operation of windows or doors. x JR. MASTER V SITTING AREA I N 7.In flood hazard areas as established by Tlble R301.2(1),plumbing fixtures shall be located or installed inCi" En 27T a I a accordance with Section R322.1.6. WALL <44 aw ' a 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed �� P r i i i_ c on site,shall meet the design requirements of ASME A112.19.2/CSA B45.1 or ASME A112.19.3/CSA B45.4. O 1 o BEDROOM No. 3 m LL J BEDROOM No. 2 N NI LL I � 3 N N N OPEN TO BELOW _ `� 21" 110 .-I v Q O CLEARANCE m O v I N I N 0 O Z - - :n N 3 ' m ' J N N 11'-0" 2'-3Y2" 2'-3%" N 10'-11%° � I � � I CT) X _ x x � N O x U] r00 Ln I 7'-9Y2" 21- 13'-411 10 10 in (5)1-3/4X14 ML F USH BEAM ' (3)2X8 HDR (3)2X8 DR (3)2X8 HDR (3)2 8 HDR Ln � . . . . . _ -3/4X9-1/2 M_L FLUSH_BEAM 2' 2'4" �1Q 2'4" '2'-4" - ---------- -N O ' '- 1)R RING SHANK KO SCREW SHANK NAILS AND SUBFDVANTECH ENGINEERED OLOOR ADHESIVE DWITH g)APPLICABLE. OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE o Il • r5�Yz 2-8 - _ i r+ ABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 51-8%" �° 9'-11" 6-5/: O1 0 i 1 e MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. c i WAL - 2).ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 10).ATTICACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH HIS N N 748X42 BAH CLOSET `�i xx OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, i Co u- � � � _ WALK IN � a ' � �CLOSET o ® CLOS T ° BATH 3).PLATE HEIGHTAT 9'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. XNO I-- --- N -------- x 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 11).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. --- ---- 7 _ 5'-4" N N N Z o W/D M 2X10 WALL LOCATIONS TO MATCH 1ST FLOOR WALLS.R27,FLOOR.R30.EXTERIOR OPENINGS MAX.U 0.30 p RAIL po m 31-2Y " E - 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. X x _ BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT p 5'-8Yz" 4'-1" 51-6Y2211 6'-5Y211 5'-711 ^ 8'-111 11-11 N 4'-1Yz" \ 6).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADH EARED SHEET(OCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE X 00 ' ' - � -1 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min,VERTICALLY, 2"min. AREASI HALL Ln m m 81-7Y11 `� ® in CD m HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER BUILT IN ( 8 HDR INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.corn 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. (3)1-3/4X9 1/2 ML SH�E M (3)1-3/4X9-1/2 ML FLUSH BEAM (3)2X10 HDR (3)2X8 HDR (3)9-1/2 ML DR EMPERED . _ _ 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 21ACK - 2'-0" 4'-1 1 ' ' z 6'2"x 4'-11%" 2'11 15/16"x 5' 11%" ' 8'-0"x 2'-4'/" 2'-11 15/16"x 5' 11%." STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS i SIDE FOR MICROLAM HEADERS. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. ----------- m INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. ® BATH HER "' 71-01' 9-511 9'-4%", 9'-4%11 T-911 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS v i� ----------_ -_--------- (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. i CLOSET _ ____ 38'-11Yz" FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ----------- ------ °0 - 2X10 DF#2 CJ 6 0 ZD PER CODE. B , -- ----------- -----• °° DRAWN BY: MH (3)2X8 H � � (3)2X10 HDR 10/28/2021 TEMPERED (a 2X8 HDR i TEMPERED 2'-11 15/16"t 5'41%" 2'-11 15/16"x 5'-11%" 6-6"x 1'-0' PROPOSED 2ND. FLOOR PLAN iJ E�� SCALE: SEE PLAN `; " 8' 6" 8'-53/" 4'-8'/" SCALE: 1/4" = 1'-0l' 4'-3 Y�o 01 25';1111 *(3PROJECT , wSHEET NO: NORTH m _ I - I -- I A 1 I I1 I I . I I I I 12 2X10 DF#2 RR @16"OC Ir I I I I I I ' I I I I I 'o' , 0 I i I I ' I I h' � I I I I I I I I � CEILING 2X BLOCKING ' I I I I I 2X10 DF#2 RR @16"OC lyl /4X6 FRIEZ� BD. 1/2 RND. I � I 12 K I I c�c I I C II a II I GUTTER I I 16 X I I I I m I I _ 9'-0" I I I I I I I I I I I 1X6 L&CB- ---------------- -- -- -----, ---------- TOW (6'-9'►L -------- ------------------------------------ ----------------- - - - - - -- -- -- - ---- ------- ----------------- - .--------------------- ----------- ERSETEX---- _ _ _ � o ' ' ' ' ' 1X8 FASCIA O A,I� I � CRICKET SOFFIT A 2'-0" OVERHANG p I I O0 12 1olOI - SO FIT DETAIL - I pp I � I ' 8''6"X 3'-0" p I I I I I I X e rJ ROOFING U I I I I I I I 1' l_I I �� X �� w ---- ---- CROWN 2-1/2" O 1-3/4){11-7/8 ML RIDGE 'O N � ti I I --, I � _ _ O o 12 2X1D RIDGE 2X8 RR mo O 1 3/4X14�Vl�RIDGE ' FASCIA 1 X8Ln 00 bo @16"OC Co lD lD 12 I L� --------------- - 10.5� A ---w ---- --------------------- -------------------------------- ---------- ---------------------' �} ROWN 5-1/2" I , , --------------- , ---- ---- -_-- ' -------------- ------ ----'--- r-------------' ''-----------------, t � ; I�--------------i � 'I I I I`------- I I I I I I I I I FRIEZE BD. 1X8 I I , 8 Gl 3'0 I I I I I EQ. EQ. ol I I U I 101 011 12 RAKE DETAIL I I I I I I I I I I I I I �, I I I I /9 I I I I I I I I I I C I I I I I \QV� 1 1 1i - - I `--------------j l I I I I I I I ' I I I 2X10 DF#2 RR @16"OC I I I I I I I I N 12 i 1).INSTALL 2X6 DF#2 COLLAR T ES AT 48"O.C.OR AS SHOWN ON PLANS. I I Cr BOTTOM OF COLLAR TIE TO OP OF SUBFLOOR TO BE 6'-11"MAX. X cc I I I i p I ' N ________ ' 2).INSTALL FIRE BLOCKING,FIR COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSE TING WALLS,LOAD-BEARING WALLS, X 12 PER CODE. 1O'S 3).APPLY 5/8"THICK FIR CDX S EATHING OVER ROOF FRAME. 2X10 DF#2 RR @16"OC 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALON GEAVES. ----------------------- __--- ----------_L____---___-_____________-- I 5).USE ICE&WATER BARRIER L NDERLAYMENT WITH STANDING SEAM METAL ROOFING.INSTALL P R MANUFACTURE INSTRUCTIONS. ROOF PLAN 6).ICE&WATER BARRIER TO BUSED IN ALL VALUES,RIDGES, SCALE: 1/4" = 11-011 INTERSECTIONS WITH ROOF ND SIDE WALLS(TYPICAL)AND 4' � /� i PERMITER. DRAWN BY: MH I 7).GUTTERS,DOWNSPOUTS,D YWELLS TO BE INSTALLED AS REQUIRED. SPROJECT NORTH 10/28/2021 SCALE: SEE PLAN �A\P � SHEET NO: 2X10 RIDGE 12 Off' d� 10.5 _ PQ �TGo 2X6 C1 16"OC 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE CUPOLA 2X10 11 RR @16"OC 2X10 RR @16"OC (3)9-1/2 ML (3)9-1/2 ML VALLEY VALLEY SOLID BLOCKING UNDER WALL 2X10 CJ @16"OC (3)2X10 CJ @16"OC(UNDER CUPOLA) 2X10 CJ @16"OC 5)1-3/4X14 (5)1-3/4X14 2X10 CJ @16"OC 2X10 CJ @16110C ML ML 2-5, 11-7/8 NIZWOLM GIRDER ED I 16X6 ACQ POST (BOXED IN) PORCH I I OVER WALL 5/4 DECKING OVER I I 2X ACQ SLEEPERS WALK-IN CLOSET JR. MASTER BEDROOM 3'HIGH RAILING(TYP) I I DECK EPDM OVERT&G EXTSHTG. II II II (V 3/4"SUBFLOOR 3/4"SUBFLOOR W18X50I Fj I I 14"7J1230 FJ @16"OC 1411711230 FJ @16"OC 14"TJ1230 FJ @16"OC (3)1-3/4X14 ML (4)1-3/4X14 ML 14"TJ1230 FJ @16"OC 1-3/4X11-7/8 ML(TAPER TO 9-1/2) w/(2)1/2"STEEL BLOCK OUT STEEL BEAM ALT:BUILD OUT t ^ WALL UNDER v JDEN HALL WALK N CLOSET MASTER BEDROOM A BATH � O W � Z 3/4"SUBFLOOR u ILI 3/4"SUBFLOOR _ _ _ 147.11230 FJ @16"OC �4: TOP OF WALL:8" (4)1 3/4X14 ML .6 E. WALL SHELF:4" ' ' 1 O 14TJ1230 FJ @16"OC 14"T11230 FJ @16"OC •° �.i.1 (2)1-3/4X14 ML GIRDER (3)1 3/4X14 ML t ^ w/3/4"STEEL ' •D �/ 1 GIRDER LDS O 2X8 STUD WALL , D O q;• 12"PC WALL DAMPPROOF a1 a O b.; U 2X8 ACQ SILL PLATE - Ln bt TERMITE SHIELD N SILL SEAL q�. 4"CONC.SLAB Oil a. �. a a• a a. • a a a. ♦ a a. a s. a e. a a. a •. a a. a a a a. a. a 4. a a •a _ _ O .b�° ev-p•w a .D 24"X12"CONC.FTG (3)#5 REBAR a CROSS SECTION A 6 10 SCALE: 1/4" = 1'-0" 113 H_/4�� ' J7 11/4 11/1 11/2 11/4 11/4 ]1/4 11/2 11/d — — — - ; — — — — — — — — — — _ — — — — — ; B H SHO ER SHO ER SH ER 3 2 1/4 11/4 3 31/d 3 2 2 3 11/4 /. co 1 2 co 1 11/2 1 co ' 11/4 113 11/4 11/4 11 11/2 11/4 11/4 11/4 131 ' •• : : / 11// 11/4 R 11/d / JJC WC LAV $INK SINK SINK WM oW OW SHD ER B SN EA 2 3 1 3 3 2 11/4 11/, 1112 11/2 1 . 2 I1/4 1 Coco 1 11/2 CO Co I 3 DRAWN BY: MH 11/4 I1/4 / / 2021 1114 11/2 11/4 19' INSTALL WINDOW(S) PLUMB, LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP (IF FOLD HOUSEWRAP DOWN AT HEAD; TAPE WE LA° WM WM FA' SH PER MANUFACTURER'S INSTRUCTIONS; SEALANT APPLICABLE); HEAD FLASHING; AIR SEAL WINDOW AROUND rl ° ER SCALE: SEE PLAN BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITHC.O.1' B 1v, c°111' 1/2 BASED ON RISK FACTORS; IF SEALANT 1S INSTALLED SEALANT OR NON-EXPANDING FOAM; EXPAND- 3 3 IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. A I SHEET N O. SLOPE"1/4"PER FOOT PITCH TO DRAIN - •-y j� 4"CI. SEPTIC SYSTEM •\� G �:',K;, 0n, TRAP HOUSE f J lP�i l t•. !J � PLUMBING SCHEMATIC SCALE: NOT TO SCALE i � J M` Q N 1-3/4X14 10, ML RIDGE 12 __ 2X6 COLLAR TIE @48"OC ___ MEAN ROOF HEIGHT 10 MEAN ROOF HEIGHT — - - — -— - — - — - — - — - — - — - — - — - — O` — - — - — - - — - — - — - — - — — 16 P@ O� 2X10 CJ @16"OC (3)2X8 (5)11-7/8 —----- --- - _ HDR MLHDR 0 HALL WALK-IN BEDROOM No. 2 CLOSET Th RAILING SOLID BLOCING ------- - - - _ _ BETWEEN JOISTS UNDER BEARING WALLS _ - (TYPICAL) W18X1310 --- - N 3/4"SUBFLOOR 5/4 DECKING -- - --- — - - rV 2X10 ACQ @16"OC ML BEAM ALONG HEADER SOLID 7X11-7/8 WOLMANIZED -- BLOCKING GIRDER (4)14"ML,TRIMMED -� TO FIT,UNDER m (3)9-1/2 STEEL HEADER MLHDR C? PANTRY DINING ROOM BUILD OUT OVER DOOR FOR HEADER O ALT.BUILD OUT WALL(VIF) SOLID BLOCING - BETWEEN JOISTS UNDER BEARING WALLS SOLID WALLS UNDER LIFT AND SLIDE DOORS (TYPICAL) VERIFY SPECIFICATIONS AND DETAILS PER O I� 3/4"SUBFLOOR MANUFACTURER OP OF WALL:8' IK/ ALL SHELF!4'. — — - - DBL 1-3/4X14"ML FJ @16110C DBL 1-3/4X14"ML FJ @16'OC 1 3/4X14"ML FJ @16"0 Q 4°CONC SLAB REINFORCED ° ° • 'a,�•' � Z .b 5/8"TYPE-X FIRE RATED DBL 5/8 TYPE-X • 4: (3)1-3/4X11-7/8 ML " ° ° .' Q SHEETROCK ON CEILING AROUND GIRDER J. w/6X610/10 WMM . $a e •• 7 ^ w/(2)1/2"STEEL �i0 OVER CLEAN FILL ::b.°o •° n' I�-1 rT, HEADER AND WOOD WALLS(TYP) q°2• O F■� —__ ---- (3)1-3/4X14ML 4 ,,•�• w/(2)3/4"STEEL b`Di °qa'° POOL a 'e . �,GIRDER L ti v�'■p t° 'e• D 12"PC WALL C 45MIN.FIRE RATED 4 i. DAMPPROOF b, ,16X16 CONC.PIER °o • O DOOR,STEEL JAMB ° c.°,e REINFORCED w/ ; ✓ 2X4\HALL •b,•° SC HINGES(TYP) �• (4)#5 VERTICLE •• 0• UNDER �'• ` e REBAR(TYP) LEDGER �6 °�`a •°dn 0• #4 BARS @12"OC tie v : ° O AT APRON(TYP) . . . . . n d o y,; 4"CONC.SLAB(PITCH TO OH DOORS) v °� ° ° 'v •'o+ Cv C°"v5 �•o°�. •oe p•va• O :6 REINFORCED w/6X610/10 WMM adti° OVER COMPACTED SOIL 36"X12"CONC.FTG 30"X30"X12" CIO(3)#5 REBAR CONC.FTG ° •.d P°• 24"X12"CONC.FTG (3)#5REBAR B CROSS SECTION B. ^00^ Generated by REScheck-Web Software 611 SCALE: 1/4" = 11-0" Compliance Certificate ,:" " 2° Project 6025 NASSAU POINT HOUSE --tt Energy Code: 2018 IECC 0 0 0 12" O 2° ® ® ® ® ® 2" Construction Type: Single-family Location: Cutchogue, ew York Project Type: New Construction Conditioned Floor Area: 6,272 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) ®O OO ® ® ®® ® ® Permit Date: Permit Number: FASTENER TYPE: SPACING: No.8 WOOD-SCREW Construction Site: Owner/Agent: Designer/Contr ctor: BASED ANCHOR WITH 16"OC 6025 NASSAU POINT ROAD 21n,EMBEDMENT LENGTH 9 Cc CUTCHOGUE,NY No.10 WOOD-SCREWS O 0 BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH 1/41n,dia,LAGSCREW Compliance: 4.3%Better Than Code Maximum UA: 912 Your UA: 873 Maximum SHGC: 0.40 Your SHGC: 0.33 BASED ANCHOR WITH 16"OC The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. 21n.EMBEDMENT LENGTH ® ® ®® ® C It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Stab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck.Each slab-on-grade 3/4"APA PLYWOOD assembly In the specified climate zone must meet the minimum energy code insulation R-value and death requirements. SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) ® ® m cc CS Envelope Assemblies O O 1/2"APA RATED SHEATHING GRADE PLYWOOD ��IdA by fig , ei (ALTERNATIVIVE:7/16"O.S.B.) CEILING FIBERGLASS:Flat Ceiling or Scissor Truss 2,609 30.0 0.0 0.035 0.026 91 68 ® ® ®® ® ® BASEMENT STUD WALL(INTERIOR-FIBERGLASS): 1,567 19.0 0.0 0.060 0.060 92 92 0 0 Wood Frame,16"o.c. 10 FASTENER TYPE: SPACING: 2X4 DF#2 Door:Solid Door(under 50%glazing) 42 0.280 0.320 12 13 No.8 WOOD-SCREW STUDS 1ST.FLOOR WALL(FLASH AND BATT INS.):Wood DRAWN BY: M H BASED ANCHOR WITH 10"OC 0 2,771 27.0 0.0 0.051 0.060 92 108 Frame,16"D.C. tin.EMBEDMENT LENGTH WINDOW S[LL ® ® ®® ® ® Door 1:Solid Door(under 50%glazing) 52 0.280 0.320 15 17 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC Door 2:Glass Door(over 50%glazing) Q ''')378 0.300 0.320 113 121 021 PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH SHGC;0.42 10/28/2 Window:Metal Frame w/Thermal Break THAN 4 FEET 1/41n.dla.LAGSCREW SHGC:0.29 74 0.330 0.320 24 24 BASED ANCHOR WITH 16"OC 0 0 Window 1:Metal Frame w/Thermal Break SCALE: SEE PLAN tin.EMBEDMENT LENGTH a ® ® ® ® SHGC:0.27 460 0.300 0.320 138 147 TYPICAL DOOR OPENING FASIfENERTYPE: SPACING: 2ND FLOOR WALL(FLASH AND BATT INS.):Wood 2,494 27.0 0.0 0.051 0.060 93 110 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES Frame,16"o.c. 2-2X4 DF#2 STUDS CONNECTED No.S WOOD-SCREW Door 3:Glass Door(over 50%glazing) AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL 251 0.300 0.320 75 80 OR GALVID NU BOLTS " WASHERS BASED ANCHOR WITH 8"OC SHGC:0.42 SHEET NO: THAN 6 FEET AND NUTS @ z'-0"O.C. tin.(EMBEDMENT LENGTH Window 2:Metal Frame w/Thermal Break O• PJ 114 0.330 0.320 38 36 ��' SHGC:0.29 ` ,A `. No.ll0 WOOD-SCREWS �� TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC Window 3:Metal Frame w/Thermal Break sot o.300 o.szo 90 96 s f� k< C ? \ tin.(EMBEDMENT LENGTH SHGC:0.27 * � PANEL SPAN GREATER THAN 6 FEET 1/41n.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16"oc Project Title: 6025 NASSAU POINT HOUSE Report date: 10/28/21 m " tr THAN 8 FEET tin,EMBEDMENT LENGTH Data filename: Page 1 of 2 - WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL t �'-.kt�..�id � �„<I9'fI .1a1, rlr•`• ,„ d •• . .. AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING _,, CONDITIONED PERIMETER SLAB(R15 3"FOAM): WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Slab-On-Grade(Heated) 1,046 15.0 0.790 0.645 0 0 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Insulation depth:3.0' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Compliance Statement: The proposed building design described here is consistent with the building lans,specifications,and other CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. calculations submitted with the permit application.The proposed building has been designed to meet the IECC requirements in Ins REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the RES heck Inspection Checklist. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Name-Title Signature Date WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4t KING STUDS • RAFTER WALL STUD ° ENDWALL o CRIPPLE STUD BOTTOM PLATE • oN, RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL H., RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO H VE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT ACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION WOOD JOIST ' SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING 1 ' - - - - FINISH WALL AND MOISTURE N 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS �48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT uj 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. V FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA,30 1-1/4%30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO W ON ALL OPENINGS '�„ ACTION 4' - 6' RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND aj INSTALL 4'0" O.C. '- ROOF VENTILATION / 0 ER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER ^ O ON ALL OPENINGS KEEP ROOFING NAILS OUT 8" - 12" RAFTER RT20 21-1/8" x 2Cgo. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL lv) ,' , � Q .' ,' OF FLASHING 2ND. FLOOR WALL ' pp 9p ROOFING LAPS BASE w ' FLASHING 4 INCHES EBASE XSHING WRAPS TENDS R SHINGLES ATERS, RAFTER MI T DGE RIAL ASCAPO ROOFING SAME � X ENDS W / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING uj o SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT r , ^ WOOD JOIST �,/ o O TOP PLATE GIRDER/HEADER a C� V Le SIDE WALL FLASHING F� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST o AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DAINAGE INSTALL 4'0" O.C. PREVENT CAPIILLARY ACTIONNNELS AND N 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECT D TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THEPROPER STEEL CONNECTOR. RAFTER PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTEP, TO PLATE OVER RIDGE TO CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW F R SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS NEOPRENE ; CONC. SLAB GASKET ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION ( A 6 MIL. POLY DAMPPROOF EXTERIOR ' I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL , �` )•p 7 1/2 " DIA. BOLTS @ 48" o.c. STAG. ° V STEEL COLUMN ' .p A ROOF JACK ' CONC. SLAB STEEL BEAM r n ^ o \• a ANCHOR BOLT EMBEDMENT: ° COMPACT FILL ° p POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL B LOC K WALL: 15" ROOFING LAPS �� TOP AND BOTTOM PLATE KEYWAY FOOTING D V ° ° d ° p FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT a ° A'� ° p CONC. FTG. p Q'p G D' SIDES AND TOP ` • o L .0 ; 4 ANCHOR BOLT CONNECTION USE LB S58 ORB 583)ERS ` ' 1/2" GROUT I I p 3" STEEL COLUMN AKI � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8' DIA. ANCHOR BOLT I I I DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL B IAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I I r SUB FLOOR CONC. SLAB I HY I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR I �— USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ° P.T. PLATE ZACE W/ 6X6 WMM SLOPE 1/2" IR �`� <� , ° 7v1 4"DRIVEWAY —® NO CH JOIST AND ADJUST HEIGHT DRAWN BY: MH AT END AND �• " p ° ° n ° :a ° , ° TOW BE APROX. 1/2" OREHGHERDED THAN tJ ES OF WOOD p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE �'y i i GRADE . n "«"--"" �• ;�C BEAMS _ p D D ° 0 • , •, (PROVIDE TRAPPING TO KEEP JOISTS ALIGNED) 10/28/2021 m� ° E S e Q e e Q D I I— — 6X6 W.W.M. ,.e — — . — — -p — 12" �I <I Q e p D• °D ,p I -_ -m= � r �'. MIN. D .n�D o nD �'p �'p �'� ° _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - I ' p p LLIT SUB FLOOR ': 111-I SCALE: SEE PLAN �� d NOTCH EQUALS 1/4 DEPTH OF BEAM 11= D D ° ° r �t • 4 REINFORCING BAR , -11 ° O ,° o � ° II-II GIST . D REINFORCING BAR O ° _ I I .' DRAIN TILE If I o 6° II ' d \'° ° ° I 1 SHEET METAL / 30# FELT UNDER BIEAM AT POINT lI L• /� ° ° m STEEL BEAM A 12" •. ' OF CONTACT WITH CONCRETE OR CONC. BLOCK ulll_ITi_III-ITI_ITi_lil_TI- �n�ESS SHEET NO. o ° 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° c^ SHIMS TO"LEVEL.BEAM I REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. J 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: RAFTER TO T WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10 WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE � intent and framing details. They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE ' for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.� ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 080 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALL to meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGSPLASTER, STUCCO) L/360 MASONRY WALLS (8"THICK) 80 ( should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGSGYPSUM CONCRETE WALLS (6"THICK) 85 (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 RIM BOARD EACH END ( (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, Sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIG ED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p p p p g P P g 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE I- or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON' O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6 o.c. at the panel edges and 12 o.c. in the field, and FIRE PROTECTION SYm" SMOKE ALARMS Tb COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gyp p 16d COMMON SMOKE & CO2 DETECTORS sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL l in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: � FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD w determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7). INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED /� Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL v ) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 130 6 SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Q Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O A 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 0 BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 s.L. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 w g P• TO JOIST END NAIL @ � @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 9 p g g' BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD H Z 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL Z 3 - 16d COMMON along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES W p-I 1--+ /� v ) C� 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCH DULE NOTES ONLY. �D O N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END � x the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL C/) 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, V 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. H g q Y Girders on concrete piersshall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Into concrete with a minimum 1 2" dia x 7" Ion anchor bolt with washers 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter truss framing members with G>0.49. O V FRAMING NOTES / g t was e s and nuts. F S H EAT For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. � Ln 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL N QTY. SPACING 3 O Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. ). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss fra ing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCF EDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone a tachment requirements shall 5). All flush beams/headers to be irstalled with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC ) g q PLUMBING NOTES be used. anchors where applicable to all connecting joists. „ 7/16 OSB 3 O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be educed to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10 O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g' g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and laces to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING T 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NOTES• NYS Residential Code R302.11 •FIREB OCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls a d partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 . Nailing re feet Batts or blankets of mineral lass fiber shall be allowed as fireblockin in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 requirements are based on wall sheathing >4 g CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g . or SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between co icealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings cove ceilings. 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor g g• n/� L� ELECTRICAL NOTES: shear capacities, nailing requirements f�orstructural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DRAWN BY: MH adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair Wingers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with currei t N.Y.S.Residential Code. such as shear plates shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 C 1 0/�p/^1 O�i 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( ). COMPACT 1 O L 1 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes a d ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. 2). When wall sheathing is continuous over connected p ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails permitted 3). shall be itted SCALE: SEE PLAN p DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys a d fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET NO: torch down type material over. and R315 of IR . 1 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G * 'T' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES. USE ITH FLASHING CAPS TO COVER TOP A� 2 U . � . /!"T S40�, W ' .. . IF . �, I ,�,4 1, I I , .111111% P . ., I" ` I� � , . " I If gg :j Vi, 1 C :� t i �' 4 I- : 7 ti ��I,I � � U .. # �& I,rr -11 I d -v F? _ �`, F �' t 11 .,.'I` 1 �'�' /' • Attic scuttle '- _ ,_,J' , re.1 Vt I`!t?::1}714U(f'l it4. !11-flln arl:! 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I I 36' I----------- ----- ------------------------- - ----------------------------- SKIN MER SKIMMER SKIMMER I LITTLE pECONIC BAY II IS 0802613311 E FI OII!I _ _ _ _ _ _ IIIIII z; -'-'-'-' - APPARENT HIGH WATER 9.01 MAR< ALONG EBIU�LKIHIEAD� DRAIN WOOD 100-041 BULKHEAD TB 9.0 WOOD EBULKHEAD TB wOOD BULKHEAD Te S,o U Io ----- ------------------------------- --_-------------- ........ . ........ -------- - ----- -- -------x--------------------------------- ----------- 10 ....... . ------ - _.tcrrcffnr ----------------------- - STEPS ........ _90n5r SITE DATA: SCTM # 1000-111-13-7 SHALLOW END DEEP END 3'-15"DEEP 8'-0"DEEP 20-- ------- ---- ---- ------------------- ATE: FILL: --------------- DESCRIPTION: AREA LOT COVERAGE: EXCAVATE:-------- ----------------- ---- 20 ----- ---------------------------------------------------------------- -- PROPIERTY: 29874.0 SF 0.686ac DRAIN ------- --------------- ------------------ ---------------------------------- ----- --------------\_ ---------------------------------------------------------------- ----- - --------- ------- ------ -------- --------------------------------------------------------------------- --- ------- 0 ------ BUILDABLE PROPERTY: 22732.0 SF 0.522 ac II ---------- ------------ --- ----------------------------------- --------------------------------------- ----------------------------------------------- -------- ------ ----- II ... ................................................. 40.- ------------------------------ ------------------------- -------------------------------------------------------------------------- -------------------------40 ESTIMAYED AREA OF 12,000 SF I --- RE URN RETURN RETURN U R N I I -------------------------------------------------------- ------------------ --------------- GROUND DISTURBANCE: -------------9---------------------------- ----------------------] -------------j ----- -------------------------------------------------- WOOD ------------ It -------------------------------------------------------------------------- -- ------------ ---------------------------------------------------------------------------------- -------- ------------ -50----------__------------------------------------------------------------------------------------------- rJ0 PROP C SED HOUSE: 2612.6 SF 11.5% 500 CY 150 CY 52 o OF SLOPE I ----------------_-------TQf-------------- ---------------------- ------ 5-4 .... .. )< EL PPOPO6 PORCH: 147.2 SF 0.6% 25 CY 5 CY EL 52.3' 1 54T cvPROP SED PATIO: 1107.1 SF 4.9% 100 CY 25 CY Ln (n lyZ PROPOSED POOL: 648.0 SF 2.9% 150 CY 50 CY PLAN VIEV/ H 07 "10 0 O PROPSED 0 SEPTIC SYSTEM: VA SYSTEM 150 CY 50 CY 00 1 8'dia.,4'deep PROPOSE6 DRYWELLS: 8'X32' 50 CY 20 CY DRYWELL POOL PLAN FILTER AND PUMP LOCATION PER OWNER SCALE: 1/4" = 1'-011 TOTAL: 4514.9 SF 19.9% 975 CY 1 300 CYJ *EXCESS SOIL TO BE LOCATED OFF SITE(REMOVED) COPING COPING MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: MAY 23,20119' STEPS SKIMMER SKIMMER SKIMMER 31-611 0 O 0 0 0 LIGHT LIGHT P4 81-011 10 1/2" STORMWATER MANAGEMENT LOCATION: AREA: 2"RAIN REQUIRED DRYWELL (COPING) (PAVERS) SILT FENCE LIMITS OF CLEARI IN G PER HOUR: DRYWELL: CAPACITY: 0 MORTAR HOUSE ROOF: 3070.7 SF 533.1 CF 8'dia 591.5 CF I I ROOF DECK: 121.7 SF 14 VF 6"TILE BAND (COMPACTED e,,RAVE6�','. 8'dia POOL/PATIO: 1755ASF 293.1 CF 338 CF (WATER) I I __j B'dia - _49'� DRIVEWAY: 1280.S SF 213.8 CF 8VF 253.5 CF 0 b,L\36' MARBLE DUST _rT_ 20.0 4ee I 6VF STEPS AR BAND NOTE: CIO z #4 STEEL REBAR(VERTICAL) DRWELLS TO BE MIN.10'AWAY FROM HOUSE 10"OC(5"OC FOR DEPTHS 18'X36'POOL DRYWELLS TO BE 20'AWAY FROM SEPTIC Ln EXCEEDING 5 FEET) DRYWELLS TO BE TAWAY FROM UTILITY LINES BASEMENT SIDE SECTION USE CATCH BASINS IF UNABLE TO ACHIVE MIN. f)STAII W11 %.0 #4 STEEL REBAR (HORIZONTAL) -10 8'XB' u ............---------20.0' 80, DW 101,OC 7M R :0 0 6: DECK ABOVE 4.0' STORAGE 8'X4' 7-LI� T� FCHIMNEY AREA ow 12"TO36"RADIUS EL.40.0' 493 TOP SOIL AND (VARIES) PT SANDY LOAM 0.5' COPING COPING 3500 psi I I I I I I��1-w CONCRETE __ SILTY SAND 2 STORY FRAMED HOUSE '-E STEPS 8"(MIN.) SID BROWN SAND I Le STAIR WAY AND SOME GRAVEL -_R 390, W IIIIIII .0, - -------- ' 3 r==R I r.I I I 1--==9 M I r�M F===1 I I Z� COVERED 20.0 PORCH 25.9' SID BROWN SAND 15.0' I 8- 6' AND GRAVEL r 00 1 85 WALL SECTION 0 STAIR WAY E oc WASHOUT 0 CCNCRETE 18, NOTES: I/ASEPTICSYSTEM SWIMMING POOLTO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND (DESIGN BY OTHERS] PROPOSED SOILTO BE LEFT ON PROPERTY.SOILTO BE STOCKPILED OR RUFF GRADED(AS ^ DRIVEWAY PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED LIGHT BROWN SID AWAY. SAND GRAVEL SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED, JI I TOP SOIL END SECTION 10"ON CENTER FOR WALLS AND FLOOR,5"ON CENTER FOR ALLTRANSITION LOCATION BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE ATA THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE POOL(BOND BEAM)AND NO LESS THAN 8"ON THE WALLS AND FLOOR. IT X6' E lc� DDW INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS SILT FENCE/LIMITS OF CLEARING CATCH ILI PD c E �l L D PER OWNER. 32 2��- BASIN NOTE:NO WATER ENCOUNTERED FFI', -7 -00.041 1 EL 1.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) 14.SUPPLY AND INSTALL POOL HEATER,BY STA-RITE MAX-E-THERM TIE LINE ALONG- CONSTRUCTION - 34.1' EL.23.0' ENTRANCE PX100 TRANSFORMER WITH REQUIRED CORD. (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH IRREGULAR ROAD LINE I ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LUBE SPRING N 08030'50" W 41 TEST HOLE DATA rUfLD!,`J`,CEPT 2.POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER. CHECK VALVE AND 50 lb.PRESSURE RELIEF VALVE. TOWN OF SOUTH&D 3.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 15.INSTALL 100 amp WIRING,LOAD CENTER,(1)110+3D PERSONALITY ROY K. REISSIG. P.E. VARIABLE SPEED PLUS SVRS WITH 2"QUICK DISCONNECT UNIONS. KIT AND SURGE PROTECTION.WIRE(1)FILTRATION SYSTEMS,(1) EDGE OF PAVEMENT DATE:8/17/2019 HEATERS,(2)POOL LIGHTS,AND DATA CABLES FOR INTELLIFLO 4.POOL SKIMMERS TO BE PENTAIR.INDEPENDENTLY CONNECT WITH PUMPS.GROUND POOL.SUPPLY,INSTALL,AND PROGRAM(1) 2"PVC PIPES WITH SEPERATE VALVES AND TILED ON SIDE AND BASE STANDARD INTERFACE INDOOR CONTROL PANEL.PANELTO BE OF MOUTH. INSTALLED AS SPECIFIED BY OWNER. �w USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING. DRAWN BY: MH 5.RETURNS TO BE HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. 16.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. W_ 6.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)1/2" RETURN LINES WITH(2)1/2"AIR HAMMER EQUALIZER. 17.SUPPLY AND INSTALL POOL SONIX SOLAR POOL ALARM WITH POOL INSTALL REQUIRED POOL FENCING BARRIERS, 10/28/2021 7.INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM SONIX BASE UNIT AND REMOTE KEY FOB. SELF CLOSING/ LATCHING GATES, POOL SAFETY TA NC11, 18.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE ALARMS, DOOR ALARMS AS REQUIRED BY LOCAL SCALE: SEE PLAN WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL AND STATE CODE SSAU POINT ROAD 0 8.(1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS T'd TOGETHER WITH WASTE TO BE CARTED OFF SITE. (2)WATERWAY 12"X12"FRAME AND GRATES. 19.UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER 9.OVERFLOW DRAIN TILIED INTO DRYWELL VIA AUTOMATIC FILL. ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. rn7- _4 SHEET NO: 10.PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. 20.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- SITE PLAN 10 0� �_ CHLORINE GENERATOR IC 20 WITH PC100 POWER CENTER.SUPPLY SALTTO 11.(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. SCALE: 1" = 20'-0" OFF-LINE WITH(1)1"PVC FEED AND RETURN FOR POOL WITH VALVES AND DRAIN PLUGS. 21.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- CHLORINE GENERATOR IC 60 WITH PC100 POWER CENTER.SUPPLY SALTTO 12.SUPPLY AND INSTALL COPING AS SELECTED BY OWNERS.COPING TO RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH PREBLENDED 22.POOL CONTRACTOR TO HAVE SOIL CONDITIONS TESTED AND REVIEW COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. WITH ARCHITECT DO NOT CONSTRUCT POOL ON POOR SOIL. 13.SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNER'S 23.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING AND ARCHITECT TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBLEDUST POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWR1TTERS SELECTION). CERTIFICATE.