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HomeMy WebLinkAbout46498-Z D��EED Town of Southold =oma oy� 2/15/2022 ' P.O.Box 1179 H x 53095 Main Rd Southold,New York 11971 ?sol, CERTIFICATE OF OCCUPANCY No: 42794 Date: 2/15/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 620 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113:-7-19.38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/22/2021 pursuant to which Building Permit No. 46498 dated 6/28/2021 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 five(5)bedrooms,unfinished basement,covered front entry, partially covered rear masona patio and attached two car garage with finished room above as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1863 1/12/2022 ELECTRICAL CERTIFICATE NO. 46498 1/24/2022 PLUMBERS CERTIFICATION DATED 10/1/2021 n A4accrone Plum A riz d ignature oSUFFa TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 46498 Date: 6/28/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: Construct new single family dwelling as applied for per SCHD approval. 22A►k d permit to include finished room, with egress window, over garage. At premises located at: 620 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.38 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 12/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,087.20 CO-NEW DWELLING $50.00 ELECTRIC $225.00 &ENDMEN'FTW PERMIT' Total: $3,462.20 Building Inspector sv ot, c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "may • o� � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46498 Date: 6/28/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea.Cliff, NY 11579 To: Construct new single family dwelling as applied for per SCHD approval. At premises located at: 620 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.38 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 12/2812022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,087.20 CO-NEW DWELLING $50.00 Total: $3,137.20 Building Inspector OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 D�yCOU�'�^\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 620 Royalton Row Lot 9 city:Mattituck st: NY zip: 11952 Building Permit#: 46498 Section: 113 Block: 7 Lot: 19.38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 390 Operating Corp License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 72 Ceiling Fixtures 15 Bath Exhaust Fan 4 Service 3 ph Hot Water GagS GFCI Recpt 12 Wall Fixtures 25 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 83 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer 200A UC Lights 10' Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect 3 Switches 66 4'LED 4 Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Hood, Gas FP, Septic Disco, Floor Heat (3) Notes: New Two Story Unfinished Basement Inspector Signature: Date: January 24, 2022 S.Devlin-Cert Electrical Compliance Form oF so�T�Qlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 COO P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. L 5� Owner:\_ WrGl tcn (Please print) MACCARONE PLUMBING 10 Sea Cliff Avenue Plumber: Glen Cove,New York 11542 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. C. umbers ignature) Sworn to before me this day of Q 20�� MICHELLE A MATTIA NOTARY PUBLIC-STATE OF NEW YORK No,01 MA6308321 Qualified in Suffolk County Notary Public, � �d\)C_ County My Commission Expires 07-21-2022 Ll I � �(!`� r�' C e ��� �.�J � ✓" f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouen, '' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING- [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [, ] FIRE RESISTANT PENETRATION °ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: elK DATE -vl INSPECTOR rat so �-I L'-I� � G 2C� �����l?.�►r�o * # TOWN OF SOUTHOLD- BUILDING -DEPT. coorm ' 765-1802 INSPECTION ,[ ] ,FOUNDATION 1ST [ ] .ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ `] .FIREPLACE"& CHIMNEY- [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) {� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: " 'W` oop t ce, P--rj lv< DATE Z� �2 INSPECTOR 4�i/�u I � c oy�0�f SOUI�o w� TOWN OF SOUTHOLD BUILDING DEPT. ' cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ `] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1'r� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . DATE t 'V�?/� INSPECTOR Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHnEMRE Brooklyn Office:450 951h St,C9,Brooklyn,NY 11209 us Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 2,2021 RE: Royalton Row-Lot 9 620 Royalton Row Mattituck,NY 11952 To Whom It May Concern, Based on my inspection at 620 Royalton Row,the foundation,framing and strapping,insulation and caulking,and rough plumbing,were all completed and installer per NYS Building Code. Please contact our office if you have any questions. Thank you Anthony ortillo, RA, LEED AP it ,1 ce cru a Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 uc Brooklyn Office:450 95th St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 15,2021 RE: Royalton Row-Lot 9 620 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 620 Royalton Row,the thermal barrier and fire protection assembly for the floors were installed per NYS Building Code. Thank you, Anthony Po lo,RA,LEED AP ai XRCHITEMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 ZA Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 E CE December 2, 2021 DEC 0.3 2021 ou BUILDING DEPT TOWN OF SOUTHOLD RE: Royalton Row-Lot 9 620 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 620 Royalton Row,the foundation,framing and strapping, insulation and caulking,and rough plumbing,were all completed and installer per NYS Building Code. Please contact our office if you have any questions. Thank you, ,, 11)A it, a 15' � � I •l� �,,� ;i� ti�"^!.`�'I� it � „�• Anthony Portillo, RA, LEED AP 0 Imo" s 1 s t ✓ Royalton Row — Lot 9 Tax Map #: 1000-113-07-19.30 Foundation: ZZ o 1 `i I�."l "Cy Framing: / ; R i J 4 it r 1- Pwo't Pki D ErzCL0b G JUN ? 2 2022 rT r,ntr4G PFPT. T r.7 0 Strapping: Melia - y fit ti iJ 4 f 2i is i l r� Fr � ~N .w Insulation &Caulking: 2022 BL'Ii Dy.NT 'T. Royalton Row Lot 9 Design B HVAC Load Calculations for Daniel/Dino Marra El RHVACRiEmn=rinAi, HVAC: L<>AD-s Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Sunday,April 25,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 'Rihvac Residential&Light Commercial HVAC Loads Elite_ Software DeVelopment,JnC. HVAC Building Consulting - Royalton Row Lot 9_Design.B Ba y Shore,NY 11706 Page_2. Project Re ort General Project Information Project Title: Royalton Row Lot 9 Design B Designed By: Matthew Wynne Project Date: 4/25/21 Client Name: Daniel/Dino Marra Company Name: Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: AberdeenBuildingConsulting.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 83 71 56% 50% 72 36 Check Figures Total Building Supply CFM: 1,306 CFM Per Square ft.: 0.390 Square ft. of Doom Area: 3,352 Square ft: Per Ton: 1,026 Volume (ft3) (Above Grade): 31,732 Volume (ft3) (Total): 31,732 Building Loads Total Heating Required Including Ventilation Air: 57,264 Btuh 57.264 MBH Total Sensible Gain: 29,403 Btuh 86 % Total Latent Gain: 4,887 Btuh 14 % Total Cooling Required Including Ventilation Air: 34,291 Btuh 2.86 Tons (Based On Sensible+ Latent) 3.27 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday,April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Elay Shore,NY 11706 Page 3 Load Preview Report 2 { Y Min' Min' Sys Sys Sys Has Net Rec ft. Sen Lat Net Sen Htg Clg Htg Clg Act Scope AEDI Ton Ton lion Area Gain Gain Gain Loss CFM CFM CFM CFM CFM Building 2.86 3.27 1,026 3,352 29,403 4,887 34,291 57,264 731 1,306 731 1,306 1,306 System 1 1st A Yes 1.43 1.61 1,095 1,765 14,508 2,603 17,112 29,000 374 661 374 661 661 Supply Duct Latent 815 815 Return Duct 0 207 207 265 Zone 1 1,765 14,508 1,582 16,090 28,735 374 661 374 661 661 1-1 st A Great Room/Kitchen 462 6,328 867 7,195 8,798 115 288 115 288 288 2-1 st A Mud/Laundry 87 391 90 481 2,059 27 18 27 18 18 3-1st A Dining Room 284 237 53 290 1,594 21 11 21 11 11 4-1 st FI Bedroom#1 253 3,954 174 4,128 5,503 72 180 72 180 180 5-1 st FI Master Bath/Master Foyer 210 674 39 713 1,703 22 31 22 31 31 6-1st FI Master Walk-in 34 76 28 104 534 7 3 7 3 3 7-1st FI Parlor 186 1,668 135 1,803 3,691 48 76 48 76 76 8-1st FI Foyer 206 891 126 1,017 3,425 45 41 45 41 41 9-1 st Floor Half Bath 43 290 70 360 1,429 19 13 19 13 13 System 2 2nd A No 1.43 1.65 959 1,588 14,895 2,284 17,179 28,264 357 645 357 645 645 Supply Duct Latent 717 717 Return Duct 748 185 933 816 Zone 1,588 14,147 1,381 15,528 27,448 357 645 357 645 645 10-2nd FI Bedroom 2 199 1,777 125 1,902 3,559 46 81 46 81 81 11-2nd FI Bedroom 2 199 1,777 125 1,902 3,559 46 81 46 81 81 12-2nd FI Hall Closet/Hall/Bathroom#2 193 520 92 612 2,206 29 24 29 24 24 13-2nd Floor Stairs/Open To Below 206 3,453 291 3,744 7,414 97 157 97 157 157 14-2nd FI Family Room 298 1,365 427 1,792 1,341 17 62 17 62 62 15-2nd Floor Bedroom 4/Bathroom 3 493 5,255 321 5,576 9,370 122 239 122 239 239 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B l Bay Shore,NY 11706 _ Page 4 System 1 - 1st FI Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 20,000-- 15,000-- 27.6% 0,00015,00027.6% Diff. from Avg. m 10,000-- 0 CzCz W 5,000-- 01 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 27.6%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore NY 11706 Page 5 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 20,000-- 15,000— D 0,00015,0007 m 10,000-- 0 CZ 31.4% Diff.from Avg. (81 Btuh Excursion) m 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain .t Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 31.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 81 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion greater than 1.3 x baseline and less than 1.5 x baseline)This application has glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized,thermostatically controlled dampers). Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 - - - - - -- -- -_ Page 6 Total Building Summary Loads -- - - - -- Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain .32/.40: Glazing- 571.2 11,339 0 15,827 15,827 Basic R5 door: Door-R5 Door 60 744 0 264 264 j 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 3332.4 13,429 0 2,442 2,442 j cavity, no board insulation, siding finish, wood studs R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 2222.2 3,444 0 2,278 2,278 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30 2x10: Floor-Over enclosed crawl space, Custom, 1764.5 3,915 0 696 696 R30 2x10 Subtotals for structure: 32,871 0 21,507 21,507 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 14,317 1,924 5,708 7,632 Infiltration: Winter CFM: 148, Summer CFM: 79 10,076 1,963 958 2,921 Ventilation: Winter CFM: 0, Summer CFM:0 0 0 0 0 AED Excursion: 0 0 81 81 Total Building Load Totals: 57,264 4,887 29,403 34,291 Check Figures Total Building Supply CFM: 1,306 CFM Per Square ft.: 0.390 Square ft. of Room Area: 3,352 Square ft. Per Ton: 1,026 Volume (ft3) (Above Grade): 31,732 Volume (W) (Total): 31,732 Building Loads Total Heating Required Including Ventilation Air: 57,264 Btuh 57.264 MBH Total Sensible Gain: 29,403 Btuh 86 % Total Latent Gain: 4,887 Btuh 14 % Total Cooling Required Including Ventilation Air: 34,291 Btuh 2.86 Tons (Based On Sensible+ Latent) 3.27 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Mc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,_NY 11706 _._- _--_ . _ _ Page 7 Building Bar Graph 15,000 10,000 Building Loss 57,264 Btuh 5,000 0 Floor 7% Wall 23% Door 1% Infiltration 18% Roof 6% Glass 20% Ductwork 25% 20,000 15,000 Building 10,000 Gain 34,291 Btuh 5,000 "c 0 Floor 2% Wall 7% Door 1% Ductwork 22% AED Excursion 0% Roof 7% Glass 46% People 6% Infiltration 9% Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page System 1 1st FI Summary Loads Component Area Sen Lat Sen Total Description ©uan Loss Gain Gain Gain .32/.40: Glazing- 365 7,243 0 9,482 9,482 Basic R5 door: Door-R5 Door 40 496 0 176 176 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1611 6,494 0 1,180 1,180 cavity, no board insulation, siding finish, wood studs R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 634.6 983 0 651 651 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30 2x10: Floor-Over enclosed crawl space, Custom, 1764.5 3,915 0 696 696 R30 2x10 Subtotals for structure: 19,131 0 12,185 12,185 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,827 1,021 1,153 2,175 Infiltration:Winter CFM: 74, Summer CFM:40 5,042 982 480 1,462 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 1st FI Load Totals: 29,000 2,603 14,508 17,112 Check Figures Supply CFM: 661 CFM Per Square ft.: 0.375 Square ft. of Room Area: 1,765 Square ft. Per Ton: 1,095 Volume (ft3) (Above Grade): 15,880 Volume (ft3) (Total): 15,881 System Loads Total Heating Required Including Ventilation Air: 29,000 Btuh 29.000 MBH Total Sensible Gain: 14,508 Btuh 85 % Total Latent Gain: 2,603 Btuh 15 % Total Cooling Required Including Ventilation Air: 17,112 Btuh 1.43 Tons (Based On Sensible+ Latent) 1.61 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:39 AM r— Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore NY 11706 Page 9 System 2 2nd FI Summary Loads Component Area. Sen Lat Sen Total Description Quan Loss Gain Gain Gain .32/.40: Glazing- 206.2 4,096 0 6,345 6,345 Basic R5 door: Door-R5 Door 20 248 0 88 88 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1721.4 6,935 0 1,262 1,262 cavity, no board insulation, siding finish, wood studs R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1587.6 2,461 0 1,627 1,627 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 13,740 0 9,322 9,322 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,490 903 4,554 5,457 Infiltration:Winter CFM: 74, Summer CFM: 40 5,034 981 478 1,459 Ventilation:Winter CFM: 0, Summer CFM:0 0 0 0 0 AED Excursion: 0 0 81 81 System 2 2nd FI Load Totals: 28,264 2,284 14,895 17,179 Check Figures Supply CFM: 645 CFM Per Square ft.: 0.406 Square ft. of Room Area: 1,588 Square ft. Per Ton: 959 Volume (ft3) (Above Grade): 15,852 Volume (ft3) (Total): 15,851 System Loads Total Heating Required Including Ventilation Air: 28,264 Btuh 28.264 MBH Total Sensible Gain: 14,895 Btuh 87 % Total Latent Gain: 2,284 Btuh 13 % Total Cooling Required Including Ventilation Air: 17,179 Btuh 1.43 Tons (Based On Sensible+ Latent) 1.65 Tons (Based On 75%Sensible Capacity) [Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pae 10 System 1 1st FI Bar Graph 8,000 6,000 System 4,000 1 1st FI Loss 29,000 Btuh 2,000 0 Floor 13% Wall 22% Door 2% Infiltration 17% Roof 3% Glass 25% Ductwork 17% 10,000 8,000 i 6,000 System 1 1st FI Gain 4,000 17,112 Btuh 2,000 0 --- - - Floor 4% Wall 7% Door 1% Ductwork 13% Roof 4% Glass 55% People 8% Infiltration 9% Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pae 11 System 2 2nd F1 Sar Graph 10,000 8,000 6,000 System 2 2nd FI Loss 4,000 28,264 Btu h 2,000 0 Roof 9% Glass 14% Ductwork 34% Wall 25% Door 1% Infiltration 18% 8,000 6,000 System 2 2nd FI 4,000 Gain 17,179 Btuh 2,000 0 Roof 9% Glass 37% People 5% Infiltration 8% Wall 7% Door 1% Ductwork 32% AED Excursion 0% Sunday, April 25, 2021, 9:39 AM �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 _ _ Page 12 Equipment Data - System 1 - 1st FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1648AJINA Indoor Model: H,RG65(6,9)60+TD Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 8296044 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Boiler Model: W95TC1151524MSA Tradename: RHEEM Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 115000 Efficiency: 95 AFUE Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pae 13 Equipment Data - System 2 - 2nd FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1648AJINA Indoor Model: H,RG65(6,9)60+TD Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 8296044 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: RHEEM Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 115000 Efficiency: 95 AFUE Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Developm�Design nt, na Aberdeen Building Consulting Royalton Row Lot 9 B Bay Shore, NY 11706 - - _- ae 14 [Manua/ S Performance Data - System 1 - 1st F1 toads and Design Conditions _- __- - Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 14,508 Outdoor Wet Bulb: 71 Latent Gain: 2,603 Indoor Dry Bulb: 72 Total Gain: 17,112 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 29,000 Indoor Dry Bulb: 72 Entering Dry Bulb: 71.4 Indoor RH: 30 Supply Airflow: 374 E ui ment Performance Data at System Design Conditions Cooling: Model Type:Standard Air Conditioner, Model: RA1648AJINA+H,RG65(6,9)60+TD, Nominal Capacity: 48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 14,508 248% Latent Capacity: 12,000 2,603 461% Total Capacity: 48,000 17,112 281% Heating: Model Type: Natural Gas Boiler, Model: W95TC1151524MSA, Nominal Capacity: 115,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 115,000 29,000 397% Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 15 Manual S Performance Data - System 2 - 2nd FI [Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 14,895 Outdoor Wet Bulb: 71 Latent Gain: 2,284 Indoor Dry Bulb: 72 Total Gain: 17,179 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 28,264 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.9 Indoor RH: 30 Supply Airflow: 357 E ui ment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1648AJINA+H,RG65(6,9)60+TD, Nominal Capacity: 48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 14,895 242% Latent Capacity: 12,000 2,284 525% Total Capacity: 48,000 17,179 279% Heating: Model Type: Natural Gas Furnace, Model: W95TC1151524MSA, Nominal Capacity: 115,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 115,000 28,264 407% Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 _ _ Pae 16 - - - - System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain .32/.40: Glazing- 365 7,243 0 9,482 9,482 Basic R5 door: Door-R5 Door 40 496 0 176 176 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1611 6,494 0 1,180 1,180 cavity, no board insulation, siding finish, wood studs R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 634.6 983 0 651 651 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30 2x10: Floor-Over enclosed crawl space, Custom, 1764.5 3,915 0 696 696 R30 2x10 Subtotals for structure: 19,131 0 12,185 12,185 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,562 0 1,153 1,153 Infiltration: Winter CFM: 74, Summer CFM: 40 5,042 982 480 1,462 System 1, Zone 1 Load Totals: 28,735 1,582 14,508 16,090 Check Figures Supply CFM: 661 CFM Per Square ft.: 0.375 Square ft. of Room Area: 1,765 Square ft. Per Ton: 1,214 Volume (ft3) (Above Grade): 15,880 Volume (ft3) (Total): 15,881 Zone Loads Total Heating Required: 28,735 Btuh 28.735 MBH Total Sensible Gain: 14,508 Btuh 90 % Total Latent Gain: 1,582 Btuh 10 % Total Cooling Required: 16,090 Btuh 1.34 Tons (Based On Sensible+ Latent) 1.45 Tons (Based On 75%Sensible Capacity) [Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pae 17 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quart Loss Gain Gain Gain .32/.40: Glazing- 206.2 4,096 0 6,345 6,345 Basic R5 door: Door-R5 Door 20 248 0 88 88 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1721.4 6,935 0 1,262 1,262 cavity, no board insulation, siding finish, wood studs R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1587.6 2,461 0 1,627 1,627 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 13,740 0 9,322 9,322 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,674 0 3,806 3,806 Infiltration:Winter CFM: 74, Summer CFM: 40 5,034 981 478 1,459 System 2, Zone 1 Load Totals: 27,448 1,381 14,147 15,528 Check Figures Supply CFM: 645 CFM Per Square ft.: 0.406 Square ft. of Room Area: 1,588 Square ft. Per Ton: 1,111 Volume (ft3) (Above Grade): 15,852 Volume (ft3) (Total): 15,851 [Zone Loads Total Heating Required: 27,448 Btuh 27.448 MBH Total Sensible Gain: 14,147 Btuh 91 % Total Latent Gain: 1,381 Btuh 9 % Total Cooling Required: 15,528 Btuh 1.29 Tons (Based On Sensible+ Latent) 1.43 Tons (Based On 75%Sensible Capacity) otes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:39 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 -_ _ Pae 18 System 1, Zone 1 Bar Graph 8,000 6,000 System 1 , Zone 4,000 1 Loss 28,735 Btuh 2,000 0 Floor 14% Wall 23% Door 2% Infiltration 18% Roof 3% Glass 25% Ductwork 16% 10,000 8,000 System 6,000 1, Zone 1 Gain 4,000 16,090 Btuh 2,000 0 Floor 4% Wall 7% Door 1% Ductwork 7% Roof 4% Glass 59% People 8% Infiltration 9% Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVACLoads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Ba Shore,NY 11706 Page 19 System 2, Zone 1 Bar Graph 10,000 8,000 System 6,000 2, Zone 1 Loss 4,000 27,448 Btuh 2,000 0 Roof 9% Glass 15% Ductwork 32% Wall 25% Door 1% Infiltration 18% 8,000 6,000 System 2, Zone 4,000 1 Gain 15,528 Btuh 2,000 0 Roof 10% Glass 41% People 6% Infiltration 9% Wall 8% Door 1% Ductwork 25% AED Excursion 1% Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Ba Shore,NY 11706 Pale 20 -- - - - - -- - - - -- Detailed Room Loads - Room 1 - 1 st FI Great Room/Kitchen (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 31.8 ft. Zone Number: 1 Area: 461.6 sq.ft. Supply Air: 288 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 4,154 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 96 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 490 ft./min. Percent of Supply: 0 % Runout Air Velocity: 490 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.154 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Sen .Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-12F-Osw 14.5 X 9 130.5 0.065 4.0 526 0.7 0 96 SE-Wall-12F-Osw 14.5 X 9 105.1 0.065 4.0 423 0.7 0 77 NE-Wall-12F-Osw 31.8 X 9 172.2 0.065 4.0 694 0.7 0 126 NE-GIs-.32/.40 shgc-0.4 0%S 84 0.320 19.8 1,667 28.3 0 2,381 NE-GIs-.32/.40 shgc-0.4 0%S (2) 17.7 0.320 19.8 352 28.4 0 502 NE-GIs-.32/.40 shgc-0.4 0%S 12.6 0.320 19.8 250 28.4 0 357 SE-GIs-.32/.40 shgc-0.4 0%S (2) 25.4 0.320 19.8 504 35.1 0 892 UP-Roof-R-49 12 X 31.8 382 0.025 1.6 592 1.0 0 392 Floor-R30 2x10 31.8 X 14.5 461.6 0.040 2.2 1,024 0.4 0 182 Subtotals for Structure: 6,032 0 5,005 Infil.: Win.: 20.1, Sum.: 10.8 547 2.500 1,369 0.237 267 130 Ductwork: 1,397 503 People: 200 lat/per, 230 sen/per: 3 600 690 Room Totals: 8,798 867 6,328 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY_11706 --__--_ _ Page 21 Detailed Room Loads - Room 2 - 1 st F1 Mud/Laundry (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 87.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 783 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 18 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM j Runout Air Velocity: 204 ft./min. Percent of Supply: 0 % Runout Air Velocity: 204 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.049 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-12F-Osw 6 X 9 34 0.065 4.0 137 0.7 0 25 SW-Wall-12F-Osw 14.5 X 9 110.5 0.065 4.0 445 0.7 0 81 NW-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 4.4 0 88 SW-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 4.4 0 88 Floor-1330 2x10 14.5 X 6 87 0.040 2.2 193 0.4 0 34 Subtotals for Structure: 1,271 0 316 Infil.: Win.: 6.8, Sum.: 3.6 185 2.499 461 0.238 90 44 Ductwork: 327 31 Room Totals: 2,059 90 391 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pa e 22 Detailed Room Loads - Room 3 - 1st FI Dining Room (Average Load Procedure) [General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.2 ft. System Number: 1 Room Width: 17.6 ft. Zone Number: 1 Area: 284.3 sq.ft. Supply Air: 11 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 2,558 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 124 ft./min. Percent of Supply: 0 % Runout Air Velocity: 124 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.019 in.wg./100 ft. Actual Summer Infil.: 2 CFM -Tft Sen Description Quantity ty Value HTM Loss ss HTM GaGain SE-Wall-12F-Osw 3.6 X 9 32.2 0.065 4.0 130 0.7 0 24 NW-Wall-12F-Osw 8.5 X 9 76.5 0.065 4.0 308 0.7 0 56 Floor-R30 2x10 17.6 X 16.2 284.3 0.040 2.2 631 0.4 0 112 Subtotals for Structure: 1,069 0 192 Infil.: Win.:4.0, Sum.: 2.1 109 2.501 272 0.239 53 26 Ductwork: 253 19 Room Totals: 1,594 53 237 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 23 Detailed Room Loads - Room 4 - 1st FI Bedroom #1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 253.2 sq.ft. Supply Air: 180 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 2,279 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 90 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 0 % Runout Air Velocity: 459 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 7 CFM Area -U- Htg Sen Clg Lat Sen Quantity Value HTM Loss HTM Gain Gain NW-Wall-12F-Osw 7.9 X 9 71.3 0.065 4.0 287 0.7 0 52 NE-Wall-12F-Osw 16.3 X 9 63 0.065 4.0 254 0.7 0 46 SE-Wall-12F-Osw 15.5 X 9 114.1 0.065 4.0 460 0.7 0 84 NE-GIs-.32/.40 shgc-0.4 0%S 84 0.320 19.8 1,667 28.3 0 2,381 SE-GIs-.32/.40 shgc-0.4 0%S (2) 25.4 0.320 19.8 504 35.1 0 892 Floor-R30 2x10 16.3 X 15.5 253.2 0.040 2.2 562 0.4 0 100 Subtotals for Structure: 3,734 0 3,555 Infil.: Win.: 13.2, Sum.: 7.0 358 2.502 895 0.238 174 85 Ductwork: 874 314 Room Totals: 5,503 174 3,954 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 5 - 1 st Fl Master Bath/Master Foyer (Average Load Procedure 'General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 1 Room Width: 23.3 ft. Zone Number: 1 Area: 210.0 sq.ft. Supply Air: 31 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 1,890 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 31 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 352 ft./min. Percent of Supply: 0 % Runout Air Velocity: 352 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-12F-Osw 9 X 9 73.9 0.065 4.0 298 0.7 0 54 SE-GIs-.32/.40 shgc-0.4 0%S 7.1 0.320 19.8 141 35.0 0 249 UP-Roof-R-49 9 X 23.3 210 0.025 1.6 325 1.0 0 215 Floor-1130 2x10 23.3 X 9 210 0.040 2.2 466 0.4 0 83 Subtotals for Structure: 1,230 0 601 Infil.: Win.: 3.0, Sum.: 1.6 81 2.506 203 0.235 39 19 Ductwork: 270 54 Room Totals: 1,703 39 674 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 _ _ Page 25 Detailed Room Loads - Room 6 - 1st FI Master Walk-in (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.4 ft. System Number: 1 Room Width: 6.3 ft. Zone Number: 1 Area: 34.3 sq.ft. Supply Air: 3 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 309 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 3 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 40 ft./min. Percent of Supply: 0 % Runout Air Velocity: 40 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.002 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-Osw 6.3 X 9 57 0.065 4.0 230 0.7 0 42 Floor-R30 200 6.3 X 5.4 34.3 0.040 2.2 76 0.4 0 14 Subtotals for Structure: 306 0 56 Infil.: Win.: 2.1, Sum.: 1.1 57 2.509 143 0.246 28 14 Ductwork: 85 6 Room Totals: 534 28 76 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B B B ay Shore,NY 11706 - _ Page 26 Detailed Room Loads - Room 7 - 1st Fl Parlor (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 185.5 sq.ft. Supply Air: 76 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 1,670 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 557 ft./min. Percent of Supply: 0 % Runout Air Velocity: 557 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.257 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Mtg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-12F-Osw 2.9 X 9 26.3 0.065 4.0 106 0.7 0 19 SW-Wall-12F-Osw 16.4 X 9 117.3 0.065 4.0 473 0.7 0 86 SE-Wall-12F-Osw 11.4 X 9 77.3 0.065 4.0 312 0.7 0 57 SE-GIs-.32/.40 shgc-0.4 0%S (2) 25.4 0.320 19.8 504 35.1 0 892 SW-GIs-.32/.40 shgc-0.4 100%S (2) 30.5 0.320 19.8 606 11.2 0 342 Floor-R30 2x10 16.2 X 11.4 185.5 0.040 2.2 412 0.4 0 73 Subtotals for Structure: 2,413 0 1,469 Infil.: Win.: 10.2, Sum.: 5.5 277 2.500 692 0.238 135 66 Ductwork: 586 133 Room Totals: 3,691 135 1,668 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pa a 27 Detailed Room Loads - Room 8 - 1st R Foyer (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 24.3 ft. Zone Number: 1 Area: 206.1 sq.ft. Supply Air: 41 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 1,855 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 41 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 465 ft./min. Percent of Supply: 0 % Runout Air Velocity: 465 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.246 in.wg./100 ft. Actual Summer Infil.: 5 CFM rD em Area -U- Htg Sen Clg Lat Senescri tion O-Ula _ _Value H_TM Loss HTM Gain Gain SW-Wall-12F-Osw 17.3 X 9 109.6 0.065 4.0 442 0.7 0 80 NW-Wall-12F-Osw 8.5 X 9 76.5 0.065 4.0 308 0.7 0 56 NW-Wall-12F-Osw 2.9 X 9 26.3 0.065 4.0 106 0.7 0 19 SW-GIs-.32/.40 shgc-0.4 100%S (2) 25.4 0.320 19.8 504 11.3 0 286 SW-GIs-.32/.40 shgc-0.4 100%S 21 0.320 19.8 417 11.2 0 236 Floor-R30 200 24.2 X 8.5 206.1 0.040 2.2 457 0.4 0 81 Subtotals for Structure: 2,234 0 758 Infil.: Win.: 9.5, Sum.: 5.1 259 2.500 647 0.240 126 62 Ductwork: 544 71 Room Totals: 3,425 126 891 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore NY 11706 Page 28 Detailed Room Loads - Room 9 - 1st Floor Half Bath (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 6.1 ft. Zone Number: 1 Area: 42.6 sq.ft. Supply Air: 13 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 383 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 151 ft./min. Percent of Supply: 0 % Runout Air Velocity: 151 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.028 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-12F-Osw 6.1 X 9 48.3 0.065 4.0 195 0.7 0 35 NW-Wall-12F-Osw 7 X 9 63 0.065 4.0 254 0.7 0 46 SE-Wall-12F-Osw 2.9 X 9 26.3 0.065 4.0 106 0.7 0 19 SW-GIs-.32/.40 shgc-0.4 100%S 6.4 0.320 19.8 127 11.2 0 72 UP-Roof-R-49 7 X 6.1 42.6 0.025 1.6 66 1.0 0 44 Floor-R30 200 6.1 X 7 42.6 0.040 2.2 94 0.4 0 17 Subtotals for Structure: 842 0 233 Infil.: Win.: 5.3, Sum.: 2.8 144 2.500 360 0.236 70 34 Ductwork: 227 23 Room Totals: 1,429 70 290 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads l Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 __. Page 29 Detailed Room Loads - Room 10 - 2nd FI Bedroom 2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.3 ft. System Number: 2 Room Width: 16.3 ft. Zone Number: 1 Area: 199.1 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 1,792 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 594 ft./min. Percent of Supply: 0 % Runout Air Velocity: 594 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.291 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-Osw 11.3 X 9 71.5 0.065 4.0 288 0.7 0 53 NW-Wall-12F-Osw 16.2 X 9 146.2 0.065 4.0 589 0.7 0 107 NE-GIs-.32/.40 shgc-0.4 0%S (2) 30.5 0.320 19.8 606 28.3 0 864 UP-Roof-R-49 12.2 X 16.2 199.1 0.025 1.6 309 1.0 0 204 Subtotals for Structure: 1,792 0 1,228 Infil.: Win.: 9.4, Sum.: 5.1 248 2.586 642 0.246 125 61 Ductwork: 1,125 478 AED Excursion: 10 Room Totals: 3,559 125 1,777 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B LBay Shore,NY 11706 _ Page 30 I Detailed Room Loads - Room 11 - 2nd R Bedroom 2 (Average Load Procedure) eneral Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.3 ft. System Number: 2 Room Width: 16.3 ft. Zone Number: 1 Area: 199.1 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 1,792 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 594 ft./min. Percent of Supply: 0 % Runout Air Velocity: 594 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.291 in.wg./100 ft. Actual Summer Infil.: 5 CFM [item Area -U- Htg Sen CIg Lit Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-Osw 11.3 X 9 71.5 0.065 4.0 288 0.7 0 53 SE-Wall-12F-Osw 16.2 X 9 146.2 0.065 4.0 589 0.7 0 107 NE-GIs-.32/.40 shgc-0.4 0%S (2) 30.5 0.320 19.8 606 28.3 0 864 UP-Roof-R-49 12.2 X 16.2 199.1 0.025 1.6 309 1.0 0 204 Subtotals for Structure: 1,792 0 1,228 Infil.: Win.: 9.4, Sum.: 5.1 248 2.586 642 0.246 125 61 Ductwork: 1,125 478 AED Excursion: 10 Room Totals: 3,559 125 1,777 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 _ _ Paae$1 Detailed Room Loads - Room 12 - 2nd FI Hall Closet/Hall/Bathroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.4 ft. System Number: 2 Room Width: 12.5 ft. Zone Number: 1 Area: 192.7 sq.ft. Supply Air: 24 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 1,734 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 24 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 271 ft./min. Percent of Supply: 0 % Runout Air Velocity: 271 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.086 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-12F-Osw 15 X 9 135 0.065 4.0 544 0.7 0 99 SW-Wall-12F-Osw 5.3 X 9 48 0.065 4.0 193 0.7 0 35 UP-Roof-R-49 15.4 X 12.5 192.7 0.025 1.6 299 1.0 0 198 Subtotals for Structure: 1,036 0 332 Infil.: Win.: 7.0, Sum.: 3.7 183 2.585 473 0.246 92 45 Ductwork: 697 140 AED Excursion: 3 Room Totals: 2,206 92 520 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 32 Detailed Room Loads - Room 13 - 2nd Floor Stairs/Open To Below (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 2 Room Width: 24.3 ft. Zone Number: 1 Area: 206.1 sq.ft. Supply Air: 157 CFM Ceiling Height: 16.6 ft. Supply Air Changes: 2.8 AC/hr Volume: 3,418 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 79 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 577 ft./min. Percent of Supply: 0 % Runout Air Velocity: 577 ft./min. Actual Winter Infil.: 22 CFM Actual Loss: 0.275 in.wg./100 ft. Actual Summer Infil.: 12 CFM item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-12F-Osw 24.2 X 15.5 327.4 0.065 4.0 1,319 0.7 0 240 NW-Wall-12F-Osw 8.5 X 15.5 111.7 0.065 4.0 450 0.7 0 82 SE-Wall-12F-Osw 4.5 X 15.5 69.8 0.065 4.0 281 0.7 0 51 NW-Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 4.4 0 88 SW-GIs-.32/.40 shgc-0.4 0%S (3) 38.1 0.320 19.8 756 35.1 0 1,338 SW-GIs-.32/.40 shgc-0.4 12%S 4.3 0.320 19.8 86 32.3 0 140 SW-GIs-.32/.40 shgc-0.4 0%S 6 0.320 19.8 120 35.1 0 212 UP-Roof-R-49 8.5 X 24.2 206.1 0.025 1.6 319 1.0 0 211 Subtotals for Structure: 3,579 0 2,362 Infil.: Win.: 21.9, Sum.: 11.7 577 2.584 1,492 0.246 291 142 Ductwork: 2,343 929 AED Excursion: 20 Room Totals: 7,414 291 3,453 Sunday, April 25, 2021, 9:39 AM FE hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. berdeen Building Consulting Royalton Row Lot 9 Design Ba Shore,NY 11706 Pa a 33 Detailed Room Loads - Room 14 - 2nd FI Family Room (Average Load Procedure ;General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.4 ft. System Number: 2 Room Width: 17.1 ft. Zone Number: 1 Area: 297.5 sq.ft. Supply Air: 62 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 2,678 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 0 % Runout Air Velocity: 456 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Descripfion Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-Osw 6 X 9 47.8 0.065 4.0 192 0.7 0 35 NE-GIs-.32/.40 shgc-0.4 0%S 6.2 0.320 19.8 124 28.3 0 177 UP-Roof-R-49 17.4 X 17.1 297.5 0.025 1.6 461 1.0 0 305 Subtotals for Structure: 777 0 517 Infil.: Win.: 2.1, Sum.: 1.1 54 2.593 140 0.241 27 13 Ductwork: 424 367 AED Excursion: 8 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 1,341 427 1,365 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 15 - 2nd Floor Bedroom 4/Bathroom 3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 30.5 ft. System Number: 2 Room Width: 16.2 ft. Zone Number: 1 Area: 493.1 sq.ft. Supply Air: 239 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 4,438 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 80 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 585 ft./min. Percent of Supply: 0 % Runout Air Velocity: 585 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.283 in.wg./100 ft. Actual Summer Infil.: 13 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain NE-Wall-12F-Osw 16.2 X 9 94 0.065 4.0 379 0.7 0 69 SW-Wall-12F-Osw 16.2 X 9 114.9 0.065 4.0 463 0.7 0 84 SE-Wall-12F-Osw 30.5 X 9 266.2 0.065 4.0 1,073 0.7 0 195 NW-Wall-12F-Osw 7.9 X 9 71.3 0.065 4.0 287 0.7 0 52 NE-GIs-.32/.40 shgc-0.4 0%S (2) 30.5 0.320 19.8 606 28.3 0 864 SE-GIs-.32/.40 shgc-0.4 14%S (2) 8.3 0.320 19.8 166 31.4 0 262 NE-GIs-.32/.40 shgc-0.4 0%S 21 0.320 19.8 417 28.3 0 595 SW-GIs-.32/.40 shgc-0.4 6%S (3) 30.6 0.320 19.8 609 33.6 0 1,029 UP-Roof-R-49 30.5 X 16.2 493.1 0.025 1.6 764 1.0 0 505 Subtotals for Structure: 4,764 0 3,655 Infil.: Win.: 24.2, Sum.: 13.0 637 2.583 1,645 0.245 321 156 Ductwork: 2,961 1,414 AED Excursion: 30 Room Totals: 9,370 321 5,255 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 35 Room Cooling and Heating Loads Bar Graphs 1 st FI Great Room/Kitchen 1 st FI Mud/Laundry Cooling 1st FI Dining Room 1 st FI Bedroom#1 1 st FI Master Bath/Master Foyer 1st FI Master Walk-in 1 st FI Parlor 1 st FI Foyer I Heating 1 st Floor Half Bath 2nd FI Bedroom 2 0 2,000 4,000 6,000 8,000 10,000 Btuh Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,lnc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pa a 36 .. - - Room Cooling and Heating Loads Bar Graphs i 2nd FI Bedroom 2 Cooling 2nd FI Hall Closet/Hall/Bathroom#2 2nd Floor Stairs/Open To Below 2nd FI Family Room Heating 2nd Floor Bedroom 4/Bathroom 3 0 2,000 4,000 6,000 8,000 10,000 Btuh Sunday, April 25, 2021, 9:39 AM Rhvac-Residential& Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 37 Room Cooling Loads Bar Graphs 1 st FI Great Room/Kitchen 1 st FI Mud/Laundry Sensible 1st FI Dining Room 1 st FI Bedroom#1 1 st FI Master Bath/Master Foyer 1st FI Master Walk-in 1st FI Parlor 1 st FI Foyer Latent 1 st Floor Half Bath 2nd FI Bedroom 2 0 2,000 4,000 6,000 8,000 Btuh Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Sottware Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Page 38 Room Cooling Loads Bar Graphs 2nd FI Bedroom 2 Sensible 2nd FI Hall Closet/Hall/Bathroom#2 2nd Floor Stairs/Open To Below 2nd FI Family Room ® Latent 2nd Floor Bedroom 4/Bathroom 3 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 Pae 39 System f Room Load Summary Htg Min Run Run Clg Cig f Room Area Sens Htg Duct Duct Sens Lat No Name SF Btuh CFM Size Vel Btuh Btuh i ---Zone 1--- 1 1 st FI Great Room 462 8,798 115 3-6 490 6,328 867 288 288 /Kitchen 2 1st FI Mud/ 87 2,059 27 1-4 204 391 90 18 18 Laundry 3 1st FI Dining Room 284 1,594 21 1-4 124 237 53 11 11 4 1st FI Bedroom#1 253 5,503 72 2-6 459 3,954 174 180 180 5 1 st FI Master Bath 210 1,703 22 1-4 352 674 39 31 31 /Master Foyer 6 1 st FI Master 34 534 7 1-4 40 76 28 3 3 Walk-in 7 1 st FI Parlor 186 3,691 48 1-5 557 1,668 135 76 76 8 1 st FI Foyer 206 3,425 45 1-4 465 891 126 41 41 9 1 st Floor Half Bath 43 1,429 19 1-4 151 290 70 13 13 Duct Latent 815 Return Duct 265 0 207 System 1 total 1,765 29,000 374 14,508 2,603 661 661 System 1 Main Trunk Size: 10x13 in. Velocity: 732 ft./min Loss per 100 ft.: 0.104 in.wg Cooling System Summary Cooling - Sensible/Latent Sensible Latent Tatal Tons _ Split Btuh Btuh Btuh Net Required: 1.43 85%/ 15% 14,508 2,603 17,112 Recommended: 1.61 75%/25% 14,508 4,836 19,345 Actual: 4.00 75%/25% 36,000 12,000 48,000 E ui ment Data - Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: W 95TC 1151524MSA RA1648AJ INA Indoor Model: H,RG65(6,9)60+TD Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 115,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 8296044 Sunday, April 25, 2021, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 9 Design B Bay Shore,NY 11706 _- -Page 40 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 10 2nd FI Bedroom 2 199 3,559 46 1-5 594 1,777 125 81 81 11 2nd FI Bedroom 2 199 3,559 46 1-5 594 1,777 125 81 81 12 2nd FI Hall Closet 193 2,206 29 1-4 271 520 92 24 24 / Hall/ Bathroom #2 13 2nd Floor Stairs/ 206 7,414 97 2-5 577 3,453 291 157 157 Open To Below 14 2nd FI Family 298 1,341 17 1-5 456 1,365 427 62 62 Room 15 2nd Floor 493 9,370 122 3-5 585 5,255 321 239 239 Bedroom 4/ Bathroom 3 Duct Latent 717 Return Duct 816 748 185 System 2 total 1,588 28,264 357 14,895 2,284 645 645 System 2 Main Trunk Size: 10x13 in. Velocity: 714 ft./min Loss per 100 ft.: 0.099 in.wg [Cooling System Summar Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.43 87%/ 13% 14,895 2,284 17,179 Recommended: 1.65 75%/25% 14,895 4,965 19,860 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W 95TC 1151524MSA RA 1648AJ I NA Indoor Model: H,RG65(6,9)60+TD Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 115,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 8296044 Sunday,April 25, 2021, 9:39 AM f 0 *\ kTRIFORCE OPEN JOIST . . . The fire - rated solution 11� 1 for unfinished ceiling RIFORCE meets the 2015/2018 As concerns grow over fire performance, an increasing number of hFb states are requiring that first floor framing meets the R302.13 6 IRC R302.13 - Fire protection of floors of the 2015/2018 International Residential Code (IRC). >t The 2015/2018 IRC versions, accepted by a majority of states, require that unprotected floor/ceiling assemblies exceed a minimum level of fire resistance to address safety concerns. Before now, the cost of achieving this fire resistance has limited builders uniform ES to expensive options. With TRIFORCE" open joist, builders can now meet both fire performance and quality of floor standards while enjoying an open joist solution. Accredited by the American Based on thorough testing conducted by an approved independent laboratory, and National Standards Institute evaluated and found compliant by Uniform ES, TRIFORCE open joist has demonstrated (ANSI) and the Standards outstanding fire performance. We are proud to announce that TRIFORCE` open joist Council of Canada (SCC) has been evaluated for equivalent fire-resistant construction to dimensional lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, in accordance with Exception 4 of Section R302.13 of the 2015/2018 International Residential Code'" (equivalent to section R501.3 of the 2012 IRC). iCTM Now builders can again enjoy the benefits of a high quality engineered floor system without costs additions such as drywall ceilings or sprinkler systems. See the TRIFORCE' evaluation report at: www.iapmoes.org/EvaluationReports BUILT BY Barre e TRIFORCE° open joist meets IRC floor fire-protection code for unfinished ceilings • Trimmable at one end • Finger jointed - No metal connectors • Made-to-stock • And all the benefits of an open joist! F� m u -r 2 In compliance with Exception 4 to 3 Section R302.13 of the 2015/2018 IRC TRIFORCE' open joist has been evaluated for equivalent 3/8" x 1" x 15 or 16 gauge staples may be substituted for nails fire-resistant construction to 2-inch-by-10-inch nominal or screws and shall be installed on both faces with two rows of dimension lumber in accordance with Exception 4 to Section staples at 6" o.c. with 2" edge spacing. R302.13 of the 2015/2018 International Residential Code (Section R501.3 of the 2012 International Residential Code'), If cladding cannot be installed using the fastener options when installed as follow: above, it may be attached with a Y<" to 3/8" bead in a «Z pattern» of PL400 structural adhesive (or equivalent) per the 1-Floor Sheathing: manufacturer's instructions. Materials and installation shall be in accordance with section Detail A R503 of the International Residential Code'. TRIFORCE' trimmable end protection 2„ 2-TRIFORCE' open joist: 2 Equivalent performance and qualification as Exception 4 is certified in IAPMO UES ER-539. 3-Trimmable end protection: TRIFORCE' open joist to be clad with minimum 1/2" unrated 2" gypsum board or 19/32" wood structural panel fully covering6 both faces of the 3/8" OSB end panel fastened with 1" nails or 1/2" unrated gypsum board or 19/32" wood structural panel screws at 6" o.c. with 2" edge spacing. See Detail A. BUILT BY To view the installation in detail, please Bawffie-tte- download the TRIFORCE Specifier Guide at www.openjoisttriforce.com/fire-rated E • - 39 s 4 ® Originally Issued: 0511512018 Revised: 05/28/2021 Valid Through: 05/31/2022 BARRETTE STRUCTURAL DISTRIBUTION,INC. 3.0 PRODUCT USE 555 Rang St-Malo Trois-Rivieres,Quebec G8V OA8 3.1 Design: TRIFORCE® wood trusses shall be designed Canada using Allowable Stress Design (ASD) in accordance with Phone: (800)263-7265 manufacturer's design information and ANSI/AWC National www.openioisttriforce.com Specification for Wood Construction(NDS). TRIFORCE*WOOD TRUSSES 3.2 Fire-Resistance Construction: The assembly is recognized for installation without the prescribed minimum CSI Section: 1/2-inch-thick(12.7 mm)gypsum wallboard or s/s-inch-thick 06 17 53 Shop-Fabricated Wood Trusses (15.9 mm) wood structural panel membrane in accordance with Exception 4 to the 2018 and 2015 IRC Section R302.13 1.0 RECOGNITION or Section R501.3 for the 2012 IRC when installed as described in this report. The TRIFORCEV wood trusses recognized in this report, have been evaluated for equivalent fire-resistant A minimum 9'/z-inch-deep (238 mm) truss installed at a construction. Fire-resistant construction was evaluated to 2- maximum spacing of 24 inches(610 mm)and sheathed with inch-by-10-inch nominal dimension lumber in accordance minimum 23/32-inch-thick WSP floor sheathing in with Exception 4 to Section R302.13 of the 2018 and 2015 accordance with the IRC, offer equivalent fire performance International Residential Code (Section R501.3 of the 2012 to floors framed using 2-inch-by-10-inch nominal dimension International Residential Code). The wood trusses meet the solid sawn lumber prescriptively sheathed in accordance with intent of the provisions of the following code editions: the IRC. • 2018, 2015, and 2012 International Residential The TRIFORCE*truss uses a%-inch-thick(15.9 mm)wood Code'(IRC) structural panel or '`/2-inch-thick (12.7 mm) gypsum board • 2020 Florida Building Code, Residential (FBC, attached as per the manufacturer installation instructions to Residential)-Supplement attached each side of the%-inch-thick(9.5 mm)wood structural panel of the extension of one end of the truss. 2.0 LIMITATIONS 3.3 Installation: Installation of the TRIFORCEV wood Use of the wood trusses recognized in this report is subject trusses shall be in accordance with the manufacturer's to the following limitations: installation guide,this evaluation report,and the applicable provisions of the IBC and IRC. The trusses are imprinted 2.1 Use of TRIFORCE®wood trusses shall comply with the with the word "bottom" on the bottom flanges to assure provisions of the applicable codes, the manufacturer's installation is as designed.Where there is a conflict between published installation instructions, and this report. Where these documents, the most restrictive provisions shall conflicts occur in these provisions,the most restrictive shall govern.The manufacturer's installation instructions and this report shall be available at the job site during construction govern. for use by installers and quality assurance purposes. 2.2. Selection of the floor trusses for structural loading and the supporting structure shall be designed by an approved 4.0 PRODUCT DESCRIPTION structural design professional. The design professional shall Xprovide signed and sealed calculations and drawings when 4.1 General: TRIFORCE wood trusses are prefabricated required by the building official for approval. open web floor trusses constructed of solid-sawn wood and Finger jointed Spruce-Pine-Fir(SPF)lumber.Web members 2.3 The open web trusses shall be properly braced in are connected to flanges by adhesively bonded finger joints. accordance with the installation instructions and the applicable codes. 4.1.1 Flanges: The top and bottom flanges are constructed of solid-sawn or finger jointed Spruce-Pine-Fir (SPF) 2.4 The trusses recognized in this report are produced by lumber having a minimum 2-inch-by-3-inch nominal Barrette Structural Distribution, Inc in Trois-Rivieres, dimension. Quebec,Canada. a. The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an aftemative material,design or me lhod of construction in order too satisfy and comply CV with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safety,as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright P 2021 by Intemational Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-87741ESRPT-Fax:909.472.4171 i web:www.unlformes.org-4755 East Philadelphia Street,Ontario,Cafifomia 91761-2816—USA i50r1EC 110°5 Page 1 of 3 + 75 E sEVALUATION REMRT Number: 539 ® Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 4.1.2 Web Members: The vertical and diagonal web 6.0 SUBSTANTIATING DATA members are constructed of minimum nominal 2-inch-by-2- inch SPF lumber. An extension is provided on one end of 6.1 Report of Fire-resistance in accordance with ASTM E 119 the truss that may be cut, according to the manufacturer's from a laboratory in compliance with ISO/IEC 17025. installation instructions,to adjust the length of the truss. 6.2 Technical Assessment of Fire Performance. 4.1.3 Adhesive: The adhesive used for manufacturing the trusses complies with ASTM D2559 and qualifies under the 6.3 Engineering analysis. heat durability performance requirements of ASTM D7247. 6.4 Manufacturer's quality documentation,descriptive 5.0 IDENTIFICATION literature,and installation instructions. The bottom flange of the product is imprinted with the 7.0 STATEMENT OF RECOGNITION manufacturer's name, product name, approved inspection agency,the UES Mark of Conformity,and evaluation report This evaluation report describes the results of research number(ER-539). Either UES Mark of Conformity may be completed by IAPMO Uniform Evaluation Service on used as shown below: TRIFORCE wood trusses to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. The wood trusses are produced at locations noted in Section 2.4 of this report A PM O or U E S under a quality control program with periodic inspection under the supervision of iAPMO UES. ES 0 For additional information about this evaluation report please visit IAPMO UES ER-539 www.uniform-es.ore or email us at info'a uniform-es.or¢ Page 2 of 3 UES EVALUATION REPORT • - 539 ® Originally Issued: 05/15/2018 Revised: 05/28/2021 Valid Through: 05/31/2022 FLORIDA SUPPLEMENT BARRETTE STRUCTURAL DISTRIBUTION, INC. 555 Rang St-Malo Trois-Rivieres,Quebec G8V OA8 Canada Phone:(800)263-7265 www.open*oisttriforce.com TRIFORCE® WOOD TRUSSES CSI Sections: 06 17 53 Shop-Fabricated Wood Trusses 1.0 RECOGNITION The TRIFORCEI wood trusses recognized in this report have been evaluated for equivalent fire-resistant construction. Fire-resistant construction was evaluated to 2- inch-by-l0-inch nominal dimension lumber in accordance with Exception 4 to Section R302.13 of the 2020 Florida Building Code,Residential. TRIFORCE'wood trusses evaluated in IAPMO UES ER-539 is a satisfactory alternative to the following codes and regulations: • 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS Use of TRIFORCE" wood trusses described in this report supplement is subject to the following limitations: 2.1 Use of TRIFORCE'wood trusses shall comply with the provisions of the applicable codes, the manufacturer's published installation instructions, and this report. Where conflicts occur in these provisions,the most restrictive shall govern. 2.2 Evaluation to the high-velocity hurricane zone provisions in Chapter 44 of the FBC,Residential is outside the scope of this report. 2.3 For products falling under Section 5(d) of Florida Rule 61G20-3.008, it has been verified that the report holder's quality assurance program is audited by a quality assurance entity, approved by the Florida Building Commission to provide oversight and determine that the products are being manufactured as described in this evaluation report to establish continual product performance For additional information about this evaluation report please visit eww.uniform-es.ore or email as at info(a uniform-es.ore Page 3 of 3 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 620 Royalton Row,Mattituck 11952 Test Date 1/25/2022 Building Permit#: 464 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 63.1-673-0664 Buildinr Envelope Tightness Volume Calculation : Check if Floor Area Volume 0 Conditioned Basement Basement 2017 19162 ❑Conditioned Crawl Space 1St 2017 18153 2 Sealed Attic 2nd 1612 16120 'The conditioned floor area of dwelling is calculated in 3rd 0 accord cewith ANSI Z76S,except that conditioned floor Inc:ud Attic 12959 a areas where the ceiling height Is less than 5 Total Volume 66394 ft. CFM @50 pa 2739 Air changes/hr pa 2.48 Code Compliance: Pass Duct TiLyhtness: Post Constr ction est- tal Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100'ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 W CFA N!A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: r`,!14 � _'"` j- Date: 1/25/2022 Christopher Silvia,Home:Energy Solutions FIELD;IN8kt r. ION REPORT DATE GO��T3 . ; ;. . . �. • . . .. � •• . .. : � .. . .. mob FO -IQ (1ST) .L FOUN."DATION(2ND) rX R6. FRAMING PLUMBING N-3i INL.7r,A ION-PER N Y. STATE 11 NERGY CODE CCU r H. 7. �.:,. iFINAL• . ?r7, 0. ����%�,3= ' .'CCS � � � . . �� . . . . •. ,• ., :. 411- l� N . �: . . . �: '� . . �,� .. . ' ; . • . • . • , may. :' . � • , , • ,•. .; . .. � • . gid. o�goF taco 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 hilps://www.southoldtowmy.gov Date Received APPLICAT0N FOR BUILMNG PERT C:71 1 24 C I-�-3 0 V/ For Office Use Only D) - PERMIT NO. Building Inspector: / SUN 2 2 2021 nD, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BULLDTNG DEPT. Owner's Authorization form(Page 2)shall be completed. TO'N"''i', :11 T)TOLD Date:6/21/21 OWNER(S)OF PROPERTY: Name:Constantino Marra scTM #io90- 113-07-19.38 Project Address:620 Royalton Row Mattituck NY 11952 Phone#:6463437400 1 Email:marrconIlc@gmail.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Add ress: 1075 Franklinville RD., Laurel, NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitecture.com DESIGNPROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address: 1075 Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email: aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:Marra Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ®Yes ONO 1 PROPERTY INFORMATION Existing use of property: v1, Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ,—,/ —C this property? ❑Yes DKo IF YES, PROVIDE A"COPY. IaG.Check Bok After Reading The owner/contractor/design professionaLis.responsible for all drainage and storm water issues as providedby 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 demolition as herein described.The applicantagrees to,comply with all applicable IawS;,ordrnances,.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 5ection 210.45 of the New York State.Penal Law. Application Submitted By{print na e);. ��S KCLV �Authcirized Agent ❑Owner Signature of Applicant: l Date: CQ Iaa/� STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above na ed, (S)he is the SCA+ (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 ther �� . _ ARBARA H. TANDY -** Sworn before me this Notary Public,State Of New York No. 01 TAeo86001 Qualified In Suffolk County _day of �1�-- _ 20 c� Commission Expires 01/1g/9n Notary Public PROPERTY OWNER AUTHORIZATM (Where the applicant is not the owner) I, �D/1�5 �l17/1d1,o 17d;« residing at /�M �+ -� -36a- I& 6a I& Yoric I1��i Cir do hereby authorize /77�'(� rl`Ch��e � � - to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature —�— Date t�arra-A'??e. &,Rdo-Ll 1`-ate Print Owner's Name /J �ff115�Q117LNN10 ��/�-I /°�GC1j�t'-f�i/1� �r1st7,�L✓� J v 2 S�FFoc,��, BUILDING DEPARTMENT-Electrical Inspector y x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802-FAX(631) 765-950 Temporary Certificate # 16 H I- Date /Z- 2021 Customer Name ! Electrician Name d cp rd e Address LAD-�-tr_ td Phone 'f 0 e-mail e-mail lAe Phone License# Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel HI P Fire Reconnect Was work done on Service? Y/N I 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 vali 0 d rom the date ab ve. Authorized by �Qc� a?jkC� BUILDING DEPARTMENT--Electrical Inspector TOWN OF SOUTHOLD,. To Hall:Annex,- 54375 Main Road - PO Box 1179 �-, Soutl oid,'New York 11971-09.59 Telephone (631) 765-1802 - FAX (631) 765=9502 rogerr(@-southdIdtownnV.gov — seand(c�southoldtownny.gov' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date_: 7/14/21,r Company Name: 390 Operating Corp Name:Marratime Cap LLC License No.: 35594-ME email: 390operatingco@o,ptonline.net Phone No:.6315890535 ❑✓ I request an email copy of Certificate of Compliance Address..: LOT#9 - 620 Royalton Row; Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC' Address: LOT#9 - 620 Royalton Row, Mattituck . Cross Street: Phone No.: 6315890535 Bldg.Permit'#: 46498 email: 390operatingco@optonline.net. Tax Map District: 1000 Section: Block: Lot: H, 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n Check All That Apply: Is job ready for inspection?: YES ®NO ❑Rough In ❑Final Do you need a Temp Certificate?: [E]YES [—]NO Issued On 7/14/21 Tempinformation: (All information required) . Service Seize ❑✓ 1 Ph ❑ 200 3 Ph Size: _A # Meters Old Meter# ❑✓ New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE"WITH APPLICATION 0.4 Electrical Inspection Form 2020.xlsx v PERMIT# rSwitchep w / Outlets GFI's Surface . Sconces UC Lts '1 Fans Fridge _ HW Exhaust �II� Oven WAD i Smokes 1 DW Mmi Carboni :,._ IVlicro. Gei""' ' or Combo Co.oktop _ . ..._ Transfer` �o � ' AC I AH, Hood Serwce Have Amps, Used . Special: Comments: 2L" J Town Hall Ann 202 Y Telephone 631 765-1802 54375 Main Ro JAN 2 2 Fax(631)765-9502 P.O. Box 1179 Southold, NY 119 1-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 22, 2021 Owner: Constantino Marra Location of Property: 620 Royalton RowMattituck,NY 11952 Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture, Jessica Ma ee Capacity(check applicable line): Owner V Owner representative TrussRegMdocx Effective 1/1/2015 ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 ��� Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 2, 2021 RE: Royalton Row-Lot 9 620 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Enclosed please find signs and PAA for 620 Royalton Row. Please contact our office if you have any questions. Thank you, Anthony Portillo i r I.nw eardlm mree wld°a.rem Ltyb ti»b LKmree Prreeuk m rA aWrs nsrnuAr oN sr/amARD9. LOT COVERAGE .-;e: -ELEVATIONS REFERENCE NAVD IaHB I.I THIs it j eTS 51re PLAN a i5 ®'V'A jig. � 9 9uflc 10[antY /•kcPV+969.NtKe ViI Yc 4tleby SUA�GT TO VERIFICA-BYA LICFNSFW !Hnmwy�tlap usianme t cmwty wpcoa�y r Iffier,4m�mrg t Imm I/A ovtr5 a/ Iry m mmrlactuay r°cmmw�d°Guu SUFFOLK COUNTY iA%LOT NO. 1000-113-07-1938 - ALL OF THE Y=L I U LOTS kKTHINgATE 150' yVyyErdi TI@ INFORynnoN Y" , ®® tl int r .IJcemmg meJsce a Alcr°re.e/K�xb�umr lu d T e geve aQemdra�A�u rwommmoakl°m OF PROPERTY UTILIZE PUBLIC WATEFL i] ®�' �Qr®�'/9gh ° ZONE AC OR SMALL UTILIZE I SEM®�TSS`ATE PLPN.ro'rHE �I X D.� I/A P.o.wrra. ° ce PJBLIG WATER ONCE ARG9IrECTS EEST OF IaoWLF 6E. ].NIiA OWq�t�rogbtam nrth tla ].TIe vA OWS rw esal be m>mnmabvel cool av«G°m Mqa LOT DEVELOPED. I a Aa ;y v `✓0�/��,�d t3pmGwnlmaecwdvee WaaKehaY dt«Gm al a/mw gray lrnAJm°amtwm DESCRIPTION AREA COVERAGE ].SURVEY INFORMAnON "ODTAINED Pott c1et °t Gwnty 5auley Code pbr m pe 9-krh Wct bed M properly bvelee aW cmp°cmd amd thin Iron 1000-121-B- FROM A SURVEY DATETI SEPrEMEER 1'I: Q ®�ka ®Q/'"Y.�pV� gm Irg carGlK°twr of eoripbme cwbM1uetKn a•m WM' reclwl w pea gavel. TOTAL LOT AREA 9O,9BTp S.F. 2030 ANp PREPARED BYr Pb^>• ICGV-113-7-1933(WRRENTLY VACANT) 9 vA oHr9 Tose axon m bed wq a net.A dHerawetn >ugle w 1000-113-7-19.94(CURRENTLY VACANT) KY.STATE +cuted Opxotbn and Manlnrmce Cmbac!kwtwm qe be+M nb a tlabWbon�a� km requtud Is all PROP.NOUrE w/GARAGE 2611.9 S.F. 8.4% N.Y.STATE LAND 51A2VEYOR p ,p lbhtmoue frwmer rna Ixwper!'�e IiA " bs"�" wow eytary Htth ro tele IoecxSq e4ucFvee role»m°mrn°we malgi b 1000-119-7-1435(CURRENTLY VACANT) eB CT PROPERTY o.��®��'/ 4' ¢ ` ."y ®p�9 daj°3 abm^t prar m cppraval°I OW15 reegg I'J Uy hT ru'm bl IM1e Depvtmanl PROP.PATOS/PORCH 684.1 S.F. 23% 1000-113-1-19.96(CURRENTLY VACANT) -A-LAND C,51-URVEYIN6 INC. patmmt h aaadmw«N MKb 9 d W 8Aro[a Dung/ 5mnay eem. ' a the I/A ohn toz Mml ro -119-T-193'1(CURRENTLY VACANT) P.O.m 7114 ® _ >wn Ma wn la!belwr rtw IOG4I'e ge°tc qo'2D TOTAL ARPA OF ALL STRUCTU¢E5 5296.6 5P. 106% 10001000-119-7-I9 99( RIDGE NY 11961 4.All wmnm vA oM9 ere rogvraa b Mve m m lb 9 yea rv.mty gee° MA%IMUM (6911 GE ALLOI- 20% 1� RRENTLY VACANT)-113 7-19.40(CU COVERAGE DM-4750 yt,;a ®. aro opwoGoNmalntmmce eernce c°ngak After Vw mrWl 9yea 9.A!a emWh9wbe dwn luw]O-nc11 covered Y• A ®® etka aW m°Hlmara erAce ca+Vect lace a+paced.P°PakJ 9%mmye b gatle bcabd uwr Hie hb!ab aR e!Davme �1�.y^ e egsctm m momma m apaetbr av mamtmvee elw`be eMa 2Ytuh dwwW L 11« �� � �®® caKra n aaadmw wq MGc a 19 el qe 9Nlork cwmty tbatay Mmmop m!vawn'�et Ibal g a A II covin NAL " Y'°e°� dal be deMgod m auerdar<wq eectbn 9 I f qb etmdad. I.FLOOD MAP DATA PROM FEMA, apprweG wew� MAP c,96109C:04DIH �� ®�99� ` ,6�/ s.Hen an 1/A CWm requtroa°vaa,Hw rmR exa I La venbtl m qe b.Hwa^wpr°'9 madulm aro 1 be deelmgee F be WIPb b-,t° a"a a MFLOOD ZO�JESEPi.]5.]009 �• .®\ v F �i- ofr d nb roeberKe bang�aw'�eeme lba.e P��1 e dKn�hat.o �pa�arm,qa ma>Kre A'a AERIAL PHOTO 6�wea°eeve w fm(� v «yreme,�m d r.Asnro I�]o:Hs-]a 1°adr�. � 0� mm wrrzentaMaro»parat�of 12 md,e qw,roan paMm d qe pr«Gce(m v«t Hre yetan m qe T.�wtlet invert ebveUm awn N a mhbun e!OJ tom.bcbw qe ].Slre PR0IECTON/SILT FENCING TO BE .�Me�cerml.°rent Ppe coq be Ppm m qo a+rmbr d qe We erk ebretKn. IwrAu.ED As REWIRED Dr SOVR101D m rove+.°mnsran°I m mdv>amve gine ab IX SCALE,N75 emt I Pa!hon prapary Imes.Twse vent ppm dull be laeobe a D.�I�nralulm exalt kwe m Greve dmrob m]rmt a m - d s tint Iran wrwp«a doa«R,od nebt twmbwb«Iq ma d wet by a lael. 9.N11 SURFACE WATER$OR l@rLANDG ARE wbrn alta mw.e.An-'.ard ppm mint bve c mh[vn Janata.12' LOCATED WITHIN 900'OF THE PROPERTY. h4we, ebwllroar�swwMa•mam remnlm mpg bel°,.Dov wtbt invert wy,r � otlm aro we et Ne I/A p>Ir roN calwm m qe DepM+ tb car VA OH5 gKrmlco dacxrent peprred h 10.NI sever Pqa°puclr°llwn m W wq+lty marieb eFoll be 'I 5UB01 VISION I A'MTTON: F. oweMmue r+ItM be etmdeM r:•M/wppwovoolI d U hrovative aro AIlemdWe anew Webuala Trmtmm�t 5ystam' "OIOr!'.}.L I '911BOIV1510N MAP ESTATES AT ROt'ALTON' [iecrRrcA�RFOuI MA 9 PeMens. 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I ba mode 1 gy, 768' I E W° Bymea beep«nm>Imkeye d Hes law ma«mtmge wI d.my 8 hhlImewq a appraprbb raqunaronb la qh run wmwctan.An qa porp me!proceeue. 6.9' b,WWFlwn p I cmmm roHacmg b rmbt m rgplbd raw e1900 p P°r aquae Im! D.Fe-caw!wa+wm aectKna dolt tw ee°bd«Iq ere N V4M1 allyl w I 29' 4.9PI-1.6'0 I I 0 Mbar Joht sealmt MKM1 canlerme!a ASTM D-990. Z 0.NI w«er ppee den ptavt rota H10 wrGcol eve«all r me fink aro 69 B de Abe ewlm«M a oqw I Oep Gnat evcM1 m«g°tat�!wabd Pb+m a Jwem�t wE qe Ppe �7 ,1 1 �_ pewt laelenm m tw ppe Mq ebmbse emel reVacgmle<I rq'J. ? + Y�{�- -57.0' IOb• PROPOSED]STRYg6 1 kk 1111��-l M.FR DWELLING I II mler xen 6e ewlm w Pat a,e wHg^k,sin.«eve � a �J a CABALS , W s-II4,§.Io.mW Ulm.ere rmthpbw ,e�<pp�v an Z Depmtmene�mbbe eertpbd b!a i 'pgmax. � uJ (S DEOROOM51 5T.9 1 mMmallglwl ed and cone o!o emaem wink corse be l > I PP.EL.a 42A• N. > ,t ItEDA Pe:r * o I 29.1' GAR EL,0406• I S �rD Nr R. 0 /r b.Wwneva pr«tkol,cmcreb I/A ONiS dull net M bcatm nMm �, YgNICTROL 1 1 gaw«abr.Pa mbllman,ma!aro A«ee«lqh g[umavabr,axe bottom and svo patwK.lq mclwe-core Nayo> fl-1 CENTER IY * [ O roweled/egwctm gavgru ebr°Gm,°r tle7/A oM1s ullt doll Design Professional'sCCeninuti Required. be mind INlwlryry bel,h caean Kure qb Ie rot pactbdme,tw 256' Il W ONR rnrt eFe�ba r °Oywbd cp m ID maws move qe mcprm! Submit P.E.or RA CeRiRw[ion For I 79' 2.9' ir., m/equc D g ebv°twn_and laat tmtm m arwro The Installation and Tani-alon of the Sewage Disposal System -P' NEw 52] 0- 1 A9)'. D'N p� y bmee p la m apraHa. 10 F Use Form W WM�OT3 1 PORCH CO; �I�jr�A�,A�:ECTON a �/ I OF NE`R� 1.M ca»a I�MuI e�:kMtte terata an eletalbe h gmv«dx.tb desgn I Y pre»ebro br°SmrN wtwbklme m pave «e jt m O f Ism Lawt MM a nMwt aax°rHig a tw mdtWr of bol-U«ill he of VENT TO ROOF(NO NOLLE 15 tmae mace twn qe r.al fJ.at twwKwYkegpmr w.pwaee.Ttw 1 P-p. � TRaes SNALL EE 1rI9TALLEDI PROJECT: DRIVBNAY gwndatw ebwHmdwlq qa ta4 eri�ply.3dn wva�a cm top d 9u P P.WALKWAY knk(eJ ekell rot w cenevered Mm deremhliy dre aranS°! I O UPSTREAM OF TREP.TMENT UNIT) I ROYALTON ROW aKM1u-tg a bvve!.rolcyt rcgrVed. � PROP. I 1 WATER I APPLY LINE �. NEW NORV@Cq 91NSN-AIR LOT 9 q?,' TmRT-AsToHEEN,SYSTEMMATERE L 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 2. 2'BHO0 � , eP. MI IN. LP. I COX NECK ROAD H.5. REFERENCE NO.:R-20-1863 I "" e,r€ s PH°"o r'oK I I MATTITUCK,NY 11952 1 DIS,Box I N I LPN I ( DRAWING TITLE: Any cover weighing less than 601bs requires secondary safety device SITE PLAN Z Y I N PROPOSED VA OWTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FORA -- -�-� I PAGE: SINGLE FAMILY RESIDENCE ONLY L, 154.20' PROPERTY LINE �-�_� y-=�=� i R = 424.63' L sP-100 TO CO%NEOK pDAD DATE 6(3/2021 S,RSR. O. R-20-1863 DDDHS R O IY A L T O N R O W R _ 100.00' I DATE:04/20/21 l OF 2 APPROVED FOR MAXIMUM O 5 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL SITE PLAN i I cove'9 ee�ArR e FwnARr coves rtTF� +"Tem wN ; Pm,:rsl� ��.00L Pig NtbNe�ooz °O U J Q �^Ry PROPOSED I/A OWT5 DETAIL SCALE:NT5 STOPPER OR "LATE OR OTHER STOPPER OR WB PLVG CPiER ENU PLVG L14'E"T V�El� - > SEW[R PIPE Q EI.RVtS JO'ELYB�OAWJI� 120 VOLT-10-60 Hz-20 AMP SERVICE °LTu"urE'"' WERNA' '8' MAIN ELECTRICAL CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DWELLING IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSH)N/CCNHECTION - GLEAN-OUT (C.O.) DETAIL MAIN BREAKER 0 0 SCALE.NTS $I ® - d ROlWDCD' O - SERVICE PRO' eke B _ '� e � ® 1242 PM (� � PED ____� ]� � 000 n r � y ■ m�u u..v .... . •� 03)908 O� OO 9 eOF NFl* ° 91111 DEDICATED,20 AMP -••"+«w;,�.,y,;_.,,d III-I ISI - PROJECT: 51N6LE-PHA5E DEDDEJ CIRCUIT BREAKER ROYALTON NOW. ® ® LOT 9 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL COX NECK ROAD H.5. REFERENCE NO.:R-20-1863 mATTlTuck,NY 11952 �ZWQWASP SERIES CONTROLS ELECTRICAL SERVICE TO DRAWING TITLE: NORWEGO SERVICE PRO—+{ - - PROPOSEDDETAIL WASP CONTROL CENTER I WIRING DIAGRAMS _ s wIR!Ne an IN No MANUFALNRER5 we NIATION INS I.e IONS SHALL Be CONSULTED " a uwir'� YLi,,,r�`"Tw° ; ; NO1 „&`p1d1 "5 w+EN INSrnLLINs TRE REPRESENT sER T FRO wASF c Y A—ceN E PAGE: FROMors FAC REPRESENT DocuMENrnnoN ReADILr nvNtASLe FROM MANUFALNRER INSTALLER 511ALL CONSULT MOST UP-TO-DATE /� MAi82IALS PROVIDED BY MAWPAOTIRER°FTL ION INSTALLATION IS IN C��'/o® LOMRIA4cE W ALL MANIFAOI—",�EWFICATIONS,NATIONAL v (— Nrcnv��.v ELEOTRIGAL GODe.AND APPLILABLE LOCAL LODES ' NSIPt Mf ltoricl,vOEwrmcwEvrra.fM.'[nYv¢aWo. �,.� RxracN�uu,aen som .esn.esr r mo 6 ,i,,,_ ...—•�a DATE:../20/.l 2OF2 NORWECO SERVICE PRO WA5P CONTROL CENTER S WIRING DIAGRAM SCALE,NT5 _ 1 _ I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SFClFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEK SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONCES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FEUD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631,727.2303 fax. 631.72'1.0144 admin®youngengineering.com SANITARY MEA5UREMENT5 4 A B ST 44' 16.5' Howard W. Young, Lord 5urveyor Thomas G. Wolpert, Professional Engineer DB 47' 25.5' Douglas E. Adams, Professional Engineer n� LPI 44' 31.5' Robert G. Tost, Architect LP2 58 52.51 Robert 5tromski, Architect SITE DATA nI1w�1-g AREA = 30,857 50. FT. 5UBDIVI510N - "E5TATE5 OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB, 22, 2015 A5 FILE NO. 12105. Sub4.ot l3 ,�St A � r �'ISIo �� 4te�al r �S Rag o� h 63, )1 y0 / 5 6q, / 1 Q'_655, 0 36 % % i 3 7 1 t^% 0 0/moo r 4 � /%5%'p "'ss F 2 0. uoo Lot �i kiss z - *T u�0 O �� n, i A < \ N r p� � O4r �RY ; Subdivision 7 ; ¢ ; "Estates of Royalton" , ,° 3.3Fos peso / 5URVEYOR'5 CERTIFICATION ry / 0/ �✓ " 4 4 rjo NRr l 01 // Z ss,9, '� n� acro WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT U / TFil5 5URV3=Y WA5 PREPARED I d AGGGRDA"TGE WITH THE CGDE OF .6, e 64Q ,, C / PRACTICE FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK STATE Rio CoX A550GIATION OF PROFE55IONAL LAND 5URVEYOR5. % X66 t 7 f �a , ry,, �� m.,oma o� ss /. -40 rER MANN R,42 / l14,4 HO 0 7'/0 );�Q l " d-rw sC J �� r TQ \ /Sg? HOWARD W. YOUNG, N.Y.S)L.S. NO. 45893 a )v R=100.00' 5URVEY FOR r MARRATI ME CAPITAL, LLO LOT Ci "ESTATES AT ROYALTON" cit Mattituck, Town of Southold Suffolk County, New York I � N FINAL 5URVEY 0 County Tax Map District 1000 Section 115 Block 07 Lot 11.55 0 o. FIELD 5URVEY COMPLETED MAY 13, 2021 MAP PREPARED MAY IS, 2021 Record of Revisions REVISION DATE LEGEND FINAL SURVEY DEC. 21, 2021 BBA = BLEGIAN BLOCK APRON GE = CELLAR ENTRANCE N 0 GMF = CONCRETE MONUMENT FOUND CM5 = CONCRETE MONUMENT 5ET o RGA = RECYCLED CONCRETE AGGREGATE RO = ROOF OVER 40 O 20 40 50 120 DO W5F = WOOD STAKE FOUND W55 = WOOD STAKE SET 5Ga I e: III = 401 • = END OF DIRECTION/D15TANGE JOB NO. 2021-0131 DWG. 2003_0313_0009_2021_0131_fs I OF I I ;C�r wT aarerAae a rouowNc w*s wnwN iso �o°Nie ��ji�-yp":�"'�l{rt � -��•,y«J r', �Ct I�?� u >e aTN er roa.. aticd _ _`%^a=.,« n�v.�,« - ---- - --- �--- - - - vFs«°��u.�lie`Asu�rrn`,eR orie ..... _ ..� .���*''r�.� 4 t��"'«v°'e��`.•��i� 8c,�.�+rl� wi y rd+*a adA ce`::��99 „'MT,.:",�` �`�',1»`a,.�..... w ,...�.,.>.br a a...n,.. -_- __-_.—__, _ -- c .__ � ��♦-I - .. er reen n. �'L���k��°����/ «„!�,�tl' � - h��/�tr��syt'' AOAN vwlaaeNnY V . rw� I ,�, „y,,,;.' .\.`: ,�s''�L+<L'V,g, \ i\va.+• i� NT! w ..«a«.»,• .°.,.�a.«..w., ,... wsA - t- � _is-T- sia�vTr+eNnY �ro me ��x .'�' {Y�,'I"v4 .` -'�• '.4� il iu��w�a rcuaaemtY v�A a I+ .$ 'e ” Ys � -A I ��o�m.'- - - ,orc° --- - -- ---*a •;!M-..3"�<.•�y��}yn' ,s.w.:e,ts!eCE�� ��' as•eulL*ols*a eu ro ec^Tle z�snm ea.ra rls w�Ae.�,.e_a.�.,TI AERIAL PHOTO - u��''m`_ .,.,w,..`v- _,.«,. °.,,..,.,. '•.«,....•.».._......,«..«.. L= 1336Q, PROPERTY LINE I V6 r� •"»y�.. w•...«�....,...»ee.».. i w P .anc coi.recnw PRO RO LTQN RO LOT'S a rI o s p_ v a "' tea.•' 1 >„n..r ure h I i COX NECK U r Wpm b «. LLt I ATTITOC 11952 FK GO TTY HEALTH DEPARTMENT APPROVAL SUFFOLrYl FERENGE NO R-20-1863 _ I DRAWING TITLE R H5 E a r _ sITL Harr N LT I,A OWTS EAI_TH SE(2VICES �1 ' Aseul SUFFOI K COUNTY DEP.iRTMENT OF H N�1 � Iry APPROVAL OF CONSTRUCTED WORKS FOR Z u>. r _ I� AYNGI.E FAMILY RESIDENCE \ "Ace: PROPERTY LINE SP 100.01 Coat„ 111212022H 5 Rrt Nn R-za-lass L,jc420' _ _- yPwie� -_R_' 10,0p T O N T"�n•v..r1F,'kuS01 drd+�dl-'i Su{poly 1.>Crlll ::rl ihiS lOcalrOn 1Ivy'b?er -n - -- .ATE 11,30/21 10F 2 nrsve.rid-rn��ol certaed:/v° �,.,anm.,nt u over--f---f-and Burd p°" ROY A L. ROW I -J -- - tu hr sdUslacprry r UNn 4TnxIg91/rn pI -_5-__BLUNOOII': cF:nv r.NLrF Lr: L CHILI517E PLAN -- - (A-wW�1NIeVld!CI P Y j o, m. fiT A5-BUILT I/A OWT5 DETAIL III it l _ 120 VOLT-IO-BO H, 29 AMP SERVICE �° ^•�` P MAINEGTRI A ° EL G L L'LEANOUiYIIAIJ(OR AN"S N�Ui SUEJEC'•in V HI(U'F iPA(:Ir r ^ne,.,i�.�.u.wm.•.w•,•i,�...•.i,,,�...w.i,.�...+a....w.v.o I I D ES E U PAN�AT DWCLLING ;I IN AI vl[WS,p1I[FIU'['A'IS FOX BENf`S,411E RNA'.'B"IS iCP U5:wliN dll`G Elf:h$lux/.UNNE(T OY iI _ MAINRE BAKE C R _• GLEAN-OUT(C-0)DETAILS( i '', I 'it;t h I I it ;II, no..v.E.•n �' 'R I I II 0 � r 'I �0 11. _ I is IIT' - t I oeS�A�BRc0IscARP - �;i III t I 1 I I I eHwccT I'I ii_I l. oO ROYALTON ROW LOT 9 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 1 •• HS REFERENCE NO R-20-1863 COX NECK ROAD MATTITUCR,NY 11952 _ JJJ I, I II ELEGTR'CAL SERVICE To __I WASP SERIES CONTROLS DRAWING TITLE --- NCJRWEGO SERVICE PRO - AS-BUILT I,A OWTS DETAIL WASP CONTROL LENTER � - !-I f� I WIRING DIAGRAMS PAGE +:��:.......,�;:•�::,,�:,::°�,..,_.,._ .�� _ .... _ ,I� '= SP-200 e....��...�......�w�.�",.�,.,�,...w�..�,..�eu.n� —. — ..,.•, «lIUATE 1L 3Di21i 2OF2 NORWECO 5ERVICE PRO WA5P G04TROL CENTER 8 WIRING DIAGRAM i V 6?g �/� ALL NEW WINDOWS d DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 57RAPPINO 5ENAL ��I " IO I � � : DETAILS. IL \ „\ \ \ \\ \ \ a• \\. \\ \ .. \. .\ iNi�c�W G - HEIGHT \ W PARTIAL NE EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. \,' WHEN APPLICABLE) \ bt :, WINDOW DIMENSION CLEAR /�' J EXISTING TO REMAIN TAG TYPE MODEL # \ .\ `\ \` ..\' \:. OPENING FOUNDATION WALL \\\ NEW FOU ,• \ \\, :. AME G. HEIGHT REOV:24" .:, WIDTH REQ'D. 20" Q NEW WOOD FR (L v\ <, STL. WHEN APPLICABLE) Ht, WIDTH HEIGHT ID: 5.7 S.F. \. �1. '•`\t aOPEN REO V: DOUBLE-HUNG WDH2410 " " STRUCTURAL �\\ MIN. (2) 2x4 T NEW I HR FIRE RATED -O Q ® POST FOR 4" WALLS \.\.. . "\. £\, __jj WOOD FRAME (L.G. STL. B CASEMENT \\'\ "; \ \\.\ WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL G13 . G3 " 3=:p "Y u� 2-O ' ,:: ::` -IF G DOUBLE-HUNG WDH24510 ",: 5: ; 'v.: }{ 21_5 11 I O P05T FOR 6 WALL5) U.O.N. NEW 2-HR FIRE RATED � e : ;•q;� \:<• FRAME L.G. STL. 1?t .. . ��\ ,.>..,�; �::..,.:: �`�> WOOD ( <; ... :�:��\ .. LAay :> ; WHEN APPLICABLE) �- D DOUBLE-HUNG �` '"' r �� ' WDH2O310 �� � �� : `�€:: � 2'-I �11 ,41_0 : <. Z E PICTURE 111 41_011 O NATURAL LIGHT 4 VENTILATIONVENTILATION \ ? \\ 2-II NATURAL LIGHT \ FLOOR PLAN NOTES \ \y <\\ (HABITABLE SPACE) (HABITABLE SPACE) F AWNING 2 A 281 4 s L1 Jf .\\\\£ \ gyp \• 21_1II 21_ 11 NEW LAUNDRY ROOM: FLOOR AREA 152 S.F. FLOOR AREA 13a S.F. G DOUBLE-HUNG WDH210410 ������«��+ � •�`�" "�<' "����: 2'-II 5'-O 5.-14 � t. :.'. ... ' .:;: DOOR NOTE: ;\ .. \>_. W O i. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP % REQ, S.F. PROV. \ \\ % REQ. S.F. PROV. :\; `\\;; < , , .. +.> < <\ \ _ _: : 2'-5 21_5 J OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REGIS PER MANU. LIGHTING;MIN. 8% H TRANSOM WTR 2423 ;; r, \. . 500 LIGHTING;MIN. 8% \'\'� J 3.DOOR TYPE TO SELECT 11.1 S.F. 20A S.F. OF FLOOR AREA 12.2 S.F. 20A S.F. W7 R 2415 w \..;:: :. OF FLOOR AREA r.;. � Q 4.INSTALL AS PER MANU 5PEC.'5all VENTILATION;NOT I TRANSOM � ,, +J � \� �;..:. � :2t- 5 I -'i 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: VENTILATION;NOT ,•' Z TA 0 LESS THAN 45% OF LESS THAN 45% OF \ - \ \\' \��� 4.5EE PACE 6-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR -._- 5.5 S.F. I I.-1 S.F. � '. `\\�� \\ ;.^. \::.:: �,. 0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY MIN. GLAZED AREA 5.0 S.F. II.7 S.F. MIN. GLAZED AREA J AWNING A21 OPENINGS REQUIRED REQUIRED ?• >,\• ? ..o\`?' 2 O :2'-0 � I INC NOTE: 3.DUCT SIZE AS PER MANU. \\\ _ - - Z STAIR � RA L GXI35 �... .�'+, :��\\ .a.~�» \\ 2 "i 3 4 a.45 Z O I. ALL NEW STAIRS SHALL HAVE MAX. '7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER K CASEMENT " `�\ " " Q \\: \\r\ MIN. 10" Tr - RISERS SHALL BE CL05ED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- I - - V- j CD 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO I 0 Q TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE L15TED AND LABELED 3. CRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. I r'I J O 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D PROVIDE FLAT ROOF PROVIDE FLAT ROOF METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS EPDM MEMBRANE; EPDM MEMBRANE; W ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PITCH 4"W AWAY FROM PITCH 4":1' AWAY FROM I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL BUILDING BUILDING 2.RAILINC75 SHALL BE WOOD OR PVC. 5GREW5 I ~ 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER b'-1011 W ; CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE I 24'-4" w 2B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 o j 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0 = J FA5TENINC SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I II-4 II-4 16-4 U 6 J I 11 I 11 I II EXTERIOR GRADE PAINT AS REOV OR POWDER NOT INCLUDE THE TRANSITION DUCT. I 4'-8 -3'-2" 8'-8" 3'-2'I- COATING _ Q 3.SEE FOUND. PLAN 4 DETAIL NEW FLUE: SMOKE DETECTOR / GO DETECTOR NOTES: 0 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO I Q m O3 EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS `� 6 6 4 4 6 C 4 N" I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ I tUI tp $ <a, I/2" GDX PLYWOOD 4 SIDING A5 NOTED - "CHASE ASE z z HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEG.'s 5ECURIN6 ® STD. SIDE WALL" ON PAGE 6-004. I tuI u ( ' 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE 'ABESGO FF200 FR EXPANDING FOAM (OR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT E 814,ASTM E 80EI N UL PRODUCT CONFORMS TO ASTM WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". BEDROOM 2 BEDROOM 3 - 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING I m 13a S.F. 152 S.F. I In (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL I N AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO ( x WINDOWS - ALL G5MNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 5TRAI6HT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS 2.IF DOUBLE HUN6 - ALL DBL. HUNG WNDW5 TO BE I I 3 1 I WOOD EGK Q . TILT WA5H -I I 11 I Il�r 65 5. 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. gO RESERVED ( I I I 3-q 2-I I -�I 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND • WINDOW5 (TYP. FOR ALL) U.O.N. I -N 5M/GO 10 EGRESS NOTE: I 11_511 • O IN COMPLIANCE WITH NEW YORK STATE BUILDING O STRUCTURAL PERMAGA5T COLUMN 8" SQUARE 13 5M/GO 13 6 O4 6 4 CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF \ O `t 4 EGRESS SHALL BE FOLLOWED: TYPICAL PLUMBING/HVAC SHAFT: 0 I N GL. ; GL. ;, zo NET CLEAR OFENINO........... 5.7 S.F. ID PRECISE LOCATION 4 SIZE TO BE DETERMINED IN FIELD m I • O �' I ' I I m NET CLEAR HEIGHT............... 24' MINIMUM Q - 5M/GO O _ _ _ _ 3'-O" 3'-O" 1 m I - - - _ NET CLEAR WIDTH................. 20" MINIMUM II I in VET AUNDRI" 31_A11 b > �I N O RHEEM 4 TON AIR CONDENSER - MODEL#RA1648AJINA ( OR EQUAL ) w I m ROOM j uI z ,,,_ NATURAL LIGHT VENTILATION 30 S.F. 11 q 141 LL m 5-6 H 4 ( �I (HABITABLE SPACE) o 17 12 ! I n LLJ FLOOR AREA 2'70 S.F. NLu 2 0 - D BEDROOM 4 % REQ. S.F. IPROV. Z a - - - - - • - - - - - 2 TO S.F. ` LI&HTIN6;MIN. 8% N O 21.6 S.F. ,E' OF FLOOR AREA � FAMILY ROOM - a N 0 z_ 2 ra s.F. LESS VENTILATION; THAN 45% OF z O 9.7 S.F. 11.- S.F. MIN. GLAZED AREA _ � 4 7 Oq m_ O REQUIRED o zo O I ( 3 1 m U m w 6'-Q" ei N al S.F. I 5M/GO 61_411.- N N BATHROOM 2 5M/GO • - - - - - - - - - 04 0 I Q c �1'✓ N 10 �r O vi O li O Ij+ / 7 31.011 I PROJECT: m la'-lo° 1 T-0.6.H.1(12b S.F) - _ ROYALTON ROW - - I - - - . - - - - . - \. m \ \ \ \ \ a \ \\ >_� \ \ f .,\ >.. ,\ \ ... .. ,. > > �. LOT \ 1 SIGN B .\�..\.\\...>.... , .. ...\...:.. .�....\.. ,�.��o��.... .\. ��.��.: .�\\\�.\.: _ BONUS ROOM � I�JL .... ....\..�.��..\\ ...:��... >..>.. .. \. . \\. :. �: �\ ,�. �;'::. \;€::. >3o4usRooM 2sas.F. - 15 \:. K \. \ ::. ..: .. .�\\�.,...., .....�\�\�\..,\.....,.•w..\: \\\:� \ \\\. \: 'f�-0•c.H.�126 S.F. 238 S.F. - - 52.9%>5095 NSULATED 4 \N I O I -7 I I O MA"!"ZAt: '� dJ 1 WALK-IN i DOORFINISHED SPAGE� CLOSET - BATHROOM 3 los�a.F. I . TAG DESCRIPTION ? NOTES 4'-I" 6'-O" 4'-O" b'-O" 1D COX NECK ROAD SIZE THICK. , ��„ T-0.6.4.(126 5.F) 4 J I ( I \ e MATTIT 11952 \ge, UCK NY :oma t , - - 5 Q I \\ .\\\ ... \ .....0\\\\• O\ \\ \ v \ o\ \.. \. \ >I= \. .� FEN N O BELOW OEM ER iR .\ \\ \\\ DRAWING \\\ \ , ..\ .. >. >. \.\ WING ?ITL \ \ \\ \ .. .. .. v:�. ...... .. ..: __ pl Al r}11 41_/111 - -- � �--I 3'-511 OI �51NGLE 3-O X�f-O � +► > 1 4 G `� G 4 G PROPOSED SECOND FLOOR PLAN gn 02 SINGLE 2'-8"X71-O" 4 A u :o ♦ \\ .. ' A fi ,< U. 4 4 A 03 SLIDER 121-0"X71-0" ♦ \, ,., a..::. \: < : I II I 11 °.'> ° :::yM ;; FLOOR31_511 31_511 31_211 31_511 31 511 4'-5" 04 SINGLE 3-0X-1-O SECOND - q ✓- - - - - - - - - - - - - - - - - - - - - - PATIO W -8 -1 AGE: 1 11 1 1 u I 6 P .: .\.,...........:.. Z. •. ..\ .. ...\ \�.�.... . . ...... . ..... .\ .�•>�:\ <c�'.o tic •\. �...Asti vci'.. _ ll '51 47 10 FULL FROSTED - - - - - - - - - - - - - - - - A-103m02 05 NATURAL LIGHT ff VENTILATION POCKET 2-O X7-O ` 1 ? ASS \ \ (HABITABLE SPACE) O6 SINGLE :21-( X7-O o\ .,... FLOOR AREA 126 S.F. 0-r DOUBLE DATE: 02 \\\\\. ' 1 /09/22 7 OF 17 % BEQ. S.F. PROV. \\\ SELF CLOSING 08 SINGLE 2'-6"X"11-0" \\\\ ,\`\ \ > LIGHTING;MIN. 8% f HOUR FIRE RATED OF FLOOR AREA 10.1 S.F. 18.0 S.F. 1 � F 1 2•-?_2 ffl Oct 51NOLE 2'-O"X71-D" I VENTILATION;NOT LE55 THAN 45% OF >....:...: w 4.5 S.F. a.5 S.F. \; L3 A \ ... \\ r \ \.. ... MIN. GLAZED AREA C� `\\\..\• a.. �i�, \ \.\ NDOc?R ,\\\\. \\ Ra .o - -- - O Q Ip SINGLE 2'-6"X71-O" '' m m 51 NOLE 210 -4 X"1-O 2'-6"X71-O 11 12 POCKET �'�;• �,. \ .,��� � q�, x374© FROPOSEl7 SEGONI) FLOOR FLAN 13 DOUBLE 2'-0"X71-O" ° ,, p( 11 I 11 T�tBL Si�,�G I ��O 5. . Ci�05S R SCALE: _ 14 POCKET 2-4 X7-O \� ., 4%11 ,, i i 15 IF-5 1NGLE 2-4 X-11-O \ CL ELEVATION NOTES Q OROOFING: I I. SEE NOTE ® SECTION w 2. ASPHALT ROOFING SINGLES, COLOR d 57YLE TBA (OR J EQUAL) (MIN 50 YR. WARRANTY) OROOFING: Q I. SEE NOTE ® SECTION 2. STANDIN5 SEAM METAL ROOF, COLOR B STYLE TBA (OR EQUAL) TOP RIDGE HEIGHT 3 SIDING: ELEV. +28.6 J I. SEE NOTE ® SECTION �- 2. VERTICAL BOARD 4 BATTEN SIDING,COLOR d STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) (L O4 RESERVE T; Z O_ O STRUCTURAL PERMACA5T COLUMN 8" 50UARE O Z - Q O ODRYER VENT: SEE NOTE ® PLAN J SECOND FLOOR GLC. HOT_ > le C ELEV. +21.0' Z (fl C) Z >: d' Z 'r i �` � O o4 O 0 w Lr) Ix cD Lo SECOND FLOOR ---� - - - - ---- t-I J O ELEV. W FIRST FLOOR _CEILING HEIGHT F" U ELEV. +10.8' _ Q 03 03 D O D a 3 02 FIRST FLOOR ELEV. +1.8' 0 BA5EL I NE - ELEV. +0.0' NORTHEAST ELEVATION (REAR) O O SCALE: 1/4" = P-0" N M z O m 0 w z U. 0 0 0 w w N 0 z a N 0 z_ z T7 T7z w U m W w rl N 00 T-i N N N 04 0Q .-1 O 00 0 m PROJECT: F.F. R OYA LTO N R O W 00 LOT 9 DESIGN B 0000 COX NECK ROAD 3 F MATTITUCK, NY 11952 - -- - DRAWING TITLE: 00 00 i � PROPOSED EXTERIOR ELEVATIONS F.F. F.F. PAGE: s 3 02 2 0 2 02"" 0 I N DATE: 02/09/22 10 OF=17 i- I 1 11 11 it 11 1 11 11 Hill NORTHNEST ELEVATION (LEFT SIDE) SCALE: I/4" = I'-O.. ,::�, �'�,�`�+," ��t'•`r.; r'♦ ED USE IS APPROVED AS NOT }/[� o, ITFOUT C RC �- : —Jhvt DATE:k - B.P.# C� FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PAA FOR THE FOLLOWING INSPECTIONS 1. FOUNDATION - TWO REOUIRED C;(DNv,PLY WITH ALL CODES OF FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING S ORK STATE CONDITIONS OF 3. INSULATION � REQUIRED 4. FINAL - CONSTRUCTION MUST SOU7H,3LDT0A1NZBA BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN TRUSTEES YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH Additional RETAIN STORM WATER RU r.101`1 FRAMING UNTIL SURV:.\' PURSUANT TO CHAPTER 236 OF FOUNDATION LOCAT101, Certification HAS BEEN APPROVED. OF THE TOWN CODE. May Be Required. PLUMBER CERTIFICATION Piro reparation Blo��rer door ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC regLtlrcd au per and ductwork SOLDER USED IN WATER Code testing required. SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LF All exterior paced or Installed,rep Must provide Manuals rCpaired shall conform D,J and S as per PLUMBING to Chapter 172 S Energy C ALL PLUMBING VV, oz the Town Code NY &VVATE-R Lli d^S P TESTING BEFC,`. r TRUSS FLACARONG' REQUIRED I SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITIONno PROPOSED ACCESSORY STRUCTURELu 'P :: W •v a, U r PROP05ED 2ND STORY � �",'� .;�' •�," ;yH •' :_? .!sv 0- J_ FAOE <E� : O PROJECT LOCATION & SCOPE zO . - N 2 STOFY WD. FRAMED DWELLING Vel/ TT GHED 0ARA( E AND SITE PLAN & ZONING DATA z z R_g99.63 . Q R=5-7.02 cr L=800.00 GENERAL NOTES J (� ENERGY TABLE 00 - - STRUCTURAL DESIGN CHARTS ( z ° 10) _ -- -- - - { - ----- — --- - -- - -- ---- -- - - --� ori C) PROJ�.GT / LON I NC DATA HOLDOWN, ANCHOR BOLT, 1 TAX MAP # Q Z r-I ZOitINo DISTRICT A-G STRAPPING, & NAILING DETAILS w N -� - - FASTENING SCHEDULE LL wLo ri cfl tt I LOT AREA 0.7 ACRES - - - -- - - - ------ --- ----- -- I` = In 1 � FRAMING GRAPHICS O WETLANDS DISTRICT N N/A BEAM CONNECTION PATTERNS Lu DEG DISTRICT N N/A FIREBLOCKING DETAILS 1 - - PP _ - ...I _ m # OF BED. - - - - ' - ------ � REAR YARD I SUFFOLK COUNTY HD APPROVAL PERMIT # _...._..___.__^ ___ - 0 •0® PROPOSED FOUNDATION PLAN W 1 HABITABLE SPACE PROPOSED 'wN - Y U J PATIO 396 S.F. I DA5EKEN7 AREA 2,01-1 S.F. PROPOSED FIRST FLOOR PLAN--- --------- --- ----' ¢C. - `-.:.: *�:.-v.. F I RST FLOOR ARCA 2,01'7 S.F. .4 .......a 5EGCND FLOOR AREA 1,3'74 S.F. `\ ', . ,• .`', . '. PATIO - +i 1 � .:p:,.-,,..'',„.•++:.;F,'r:,,a,',P,,,aa,. ` ..+ .,/'a.%.'r',:".°•_�-dJ _ 82 S.F.. 54.51 — TOTAL BE ROM COUNT 4 PROPOSEDSECOND FLOOR PLAN --- .'._ {Y , f, r.°a. ,`;, : ,'a ' •17.5• � ' . y ^i';+`r'',r` 1.%,p',r'.''`.,`.,�,i" '.i^,.,:,�a^',�I j ":F,a.r;."'`Fi,.'�.�,;'.�'''�.i..a",+'.•,.f'. Q ' 14.8 ` `': ++ - - - - -- - --- ------------- -- --- ----- --- - --------- lS�_ F A— I O � .0 008; ' PROPOSED ROOF FLOOR PLANfROPOSED 2STORY+ WD. FRAMEId f ,• DWELLING Q � a`` ,•.'` �''' ` ''' ``'' °`•` i�;�' ' OL F 2,017 S.F. PROPOSED . f O , . . 4BEDROOMS)' 6/1 + a.. GARAGE a+. LOT E — .... — — -- -- — — -- -- —— — —-- — --- -- --- — — — — � s /—U '.+ ,'/ 584 S.F. ,,'�' .•.• ` '�'' -.i..'++, ii':.', 'ate:'+ � _�' A- 1 .00 PROPOSED EXTERIOR ELEVATIONS V +!r .''J` f,' P : f`+ .'aJ"+` P+ •'iPad�aa'' ,'J,'; jf : tea` Y LOT P,4T10 1i,, .f:f ,,+✓' DE5,..RIPTION (FOOTPRINT) AREA ' COVERAGE I ,a + 24 S.F. `°' °�'+ ``.•`` `:25.61 a.,,,;a I�.G` - - I , `fa�'.3`I�.•` �.3 i'r%,17.4'�`` TOTAL LOT AREA 30985.3 S.F. j PORCH A I I 123 S.F. -- Pi?GPOS=D i3UILDIN5 2,0I-7.0 S.F. 6.5% A-2O.2 .00 PROPOSED EXTERIOR rLEVATIONS j PROF OARAGE 584.0 S.F. I' PROPOSED i I I I i 1 S:E DRIVEWAY PROP. WALKWA`r - - - - - - - CONCRETE PROF O_ D COVERED PATIO 6:25.05.1'. 2.0� I I 10.490 TOTAL AREA OF ALL STRUCTURES 3226.0 S.F. I III' , �a�O ,®0 BUILDING SECTIONS i �I lil I 1 MAXIMUM LOT COVERAGE ALLOWED 20% 40' FRONT I NT 1c-`JO� .00 BUILDING SECTIONS .. DESIGN DETAILS ! I RCOWRED SETBACK5 - MAIN BUILDING - - REQUIRED PROPOSED .00 DESIGN DETAILS > fi--- --- - -}- -- 1 COMPLIES -w 1 FRONT !ARD 40.0 65.2 YES I � I -- -� "'� I II I o SIDE YARD 15.01 54.51 YES PROPOSED STRUCTURAL PLANS BOTH SIDE YARDS 35.0' 106.21 YES° L 154.20 PROJECT:0 L_78� REAR YARD 50.01 64.31 il, YES -- - - - 1 PROPOSED STRUCTURAL PLANS ROYALTON ROW EDGE OF PAVING — " : LOT 9 DESIGN , PROPOSED STRUCTURAL PLANS COX NECK ROAD RO"'rALTON F�0 MATTITUCK, NY 11952 .. ... . . ...�..�...\\. r,\ ��a����\\\ : ��..\�� ��\, • ,�:-::.za' � � O I OO ER SUPPLY RISER DRAWING - - a. • ' ..: .. S RISER PROJECT LOCATION \ & SCOP SITE PLAN & ZONING DATA ........:.:.. IR SITE FN .. SCALE. I O IS O ,,... _ . .. .. AGE. AV-%k Aftk AV% 0 00121 a 5u5JEGT FROFERTY DATE:a . E• 01 26 21I OF 17 21 • 51TE LAYOUT NOTES. M. a<. ,,. ,,;•,..,,, I. THIS IS AN ARCHITECTS SITE PLAN I__ SUBJECT TO VERIFIGATIONBY A LIG_NSD .� _ >• �::. _ ;.,; • ' _ ,,,�, SURVEYOR. THE INFORMATION Ar n, �. .$". ;��`<�.. \.:.CNV':•\ .. C") Y.. s.. .. ` .. .:._: \ F C REPRESENTED ON THIS SITE PLAN 15 .G TH... ARCHITECTS BEST OF KNOWLEDGE. G r. a \ s ,e > a i .... ,,2. SURVEY INFORMATION WA5OBTAINED .. ,a FROM A SURVEY DATED SEPT. I-f 2020 ', . . . .'.•.:,:'a.' ..,\•".��. "' \\ a., AND PREPARED BY. . .. .. . .... ... •.` ::��..` �� .. .a. •. f P PETER A. GROBEN \a, ; > LAND SURVEYOR �.• ;���. , P.O. BOX -704 RIDGE, NY 11961 r--- -- TELEPHONE: (631) 849-4-150 - LOCATION MAP SCALE: NTS I CARPENTRY - ---_ ----- _ _- _, - - - # OLDONN DETAILS fiN'f=I OAL NXN0/5fiRAF N0 R OU I RD1v1ENT5 FOR I W FASTEN 1 NO SCHEDULE A a _ ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER 1�FL I FT1 SHEAR/ I$ LATERAL ND REQ STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 I p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, I W �� - AND ROUGH OPENING FRAMING REQUIREMENTS) J _ - "SIMPSON" EQU I VALENT - C520 (COILED STRAP) "ALL STRAPPING TO BE ly4 x 20 GAUv�. ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE I (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q ,_ USE I Od NAILS I i~ STRAPI INC I S OVER PLYWOOD; TYP. FOR ALL _ ONNEGTION A DESCRIPTION FASTENER SPEC. li FASTENER HOEDOWN 'A' HOEDOWN G - - _ = 1 AND QUANTITY NA 1� I NO GRID SPACING FOR NEN 4 FOUNDATIONIST %v ROOF $ CE I L I N5 FRAM I NO I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d ---- --------- --- - - ------ -------- I' - -- - ---------- -- -- ------- - —- - ----- =- _ O ENDWALL n RAFTER TO TOP PLATE (TOE-NAIL) 0- ..........•• COMMON NAIL w/o PREBORED HOLES. . „- AT RAFTER TO RIDGE 2' SEE PAGE G-003 PER RAFTER (3) 2x FULL CORNER STUD (3) 2x FULL CORNER CONNECTED DTO � -„.,,,-•,.•..,.•-^”' � 2 n 2.WOOD 15 ASSUMED TO BE D,F,#2 E BTR. IN DRY USE I- - -- --------- --- I '.-_----__ _---------.-----_--_ END L 1 CONNECTED TO / 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST Z HEIGHT 5TUD � - TRANSFER SHEAR Y CONNECTION - __ I - HEIGHT STUD ,M,crr:..„, � R.P, I - --- - -------------------- O • SERVICE TRANSFER SHEAR �� • • • LI�SNTEDUREN6 INITIAL INSTALLATION) PREBORE THE NAIL i CEILING J015T TO PARALLEL RAFTER FACE-NAIL) SEE PAGE 5-003 r EACH LAP (EVIDENT HDQB l ! FOR STRAP - 3 8 d GO✓tMON ` • • W MEMBER. 2-Ibd COMMON • • - - ------ - - -- -- - ------ - - 2-I6d COMMON HOEDOWN ANCHOR ® ~ NAILS ® EA. END OF STRAP. • • 4 No MIXING OF NAIL SIZES OR TYPES ALLOWED 4 �) Z • ' NAILS ® 6 O.G. b • • --- - - - -- --- -- NAILS ® 6" O.G. b LOCATIONSNOTED P�ANDS 10" O.G. IF BLOCKED • • EACH LAP Q p G.J. G.TIES 10 O.G. IF BLOCKED CORNER P05T ti ~ FOR ROOF SLOPES UNDER r:12 WIT* ?= S.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO CEILING JOIST LAPS OVER PARTITIONS (FAGC-NAIL) - - - COMMON I ~ ..~ - - -- - -------- - - - - - SEE PAGE G-003 PER TIE ' GRAPHIC BELOW) - - - -- . ROOF SPANS OF 24' 07, OR ITER, COLLAR TIE TO RAFTER (PAGE-NAIL) Lu "SIMPSON" HDQB CORNER POST ~ 4 8 d COMMON NAILS © ry TI&FfTLY BOND THE END OF THE NAIL TO 40 ANGLE,SEE - -E - _ ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END 00 HOEDOWN ANCHOR ® { I I > O LOCATIONS NOTED SLOPES OF 5:END OF STRAP AND GR A ER. GR 4-I. - ---- -- --- ----- --- - - SECTION 12.4-PLACEMENT OF NAILS dSPIKES tTABLE - z CD ON PLANS RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON- EACH END J T-1 -.... - - - - - - - -- TION I 2CONNEA� RAFTER TO TOP PLATE TO STUD - -- - - - Z riWALLFO Z GT OGO HOEDOWN INSTALLATION OPTIONS: Ix LL B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT III W O FOR NEW P. CONC,ST IN PLACE w/7/8 THREADED ROD s`"` ........ FOR 57RAP - 8 d COMMON NAILS ® .:....... •.......... - ---- - - ------ - F --- ------ - ---- EA. -- - - In m 1H HOLIVO ND RAP: LO FOR EXIST. P. GONG. OR NEWLY CORKED FOUND.'s -' •• •• see E WHEN INTTOWN OF I5LIF OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) �I O -- ------- -N - --- -- - -- ------- Q .. ---- ----- - 4-I6d COMMON - JOISTS--EA. SIDE--- .�' NOTE i' -I!- k- 11' rI J O „ , ., 0EO-IETRY EXCEEDS THAT PERMITTED IN "i/b"� THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO MAX. NAILING GRID ABOVE UTILIZE ' ,� • • STUD TO STUD (PAGE-NAIL) CONCRETE w/ "SIMPSON" SET (HIGH 5TRENGTH EPDXY ;f `� 2-Ibd COMMON 24" O.G. i Lu ADHESIVE), BFOR TEMP.'S O°F-40°F USE "SIMPSON" AT 5IMP50N # H2A (OR EQUAL) RAFTER TIE - - -- NOTH RYLIC FOR TOENAILING - 8 d COMMON NAILS ~ „..�,.................... - - - -- - j ... - - ----------- ' i FOR(EXE 5�W C.M.U. GONG. BLOCK) ADHESIVE) \ ! HEADER TO HEADER (PAGE NAIL) ---�-- --- -- I - - I6d COMMON -- - I Ib O.G. ALONG EDGES, � TOP or BOTTOM PLATE TO STUD (END NAIL) 2-16d COMMON _ PER STUD FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN CONNECTION FOR G.J. TO R.R. cI 16 d COMMON NAILS - I� �' _ W w/7/b"m THREADED ROD USE SAME ..........„„ ......„„,..„` • 2 Ibd COMMON - -- ~ REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'e(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) - - PER FOOT SII = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW -- ~ HOEDOWN 'O' HOEDOWN 'D' -, _ _: _ _- _ - - - - - - - - - --- ---- ----'- ----- - _ -_- _. v _.� _I F�_d COMMON NAILS 11 a FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FRAM I N5 Q FOR FOUNDATIONS FOR NEWLY POURED CONNECTION GI $ G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON T - ---- ---- PER JOIST �I I 3 2x FULL FOUNDATION ® ONE STORY ONLY • -- - --- O ENDWALL BRIDGING TO JOIST (TOE-NAIL) I 2-5d COMMON EACH END HEIGHT STUD CORNER STUD ----- ------- ---- - - ---I - - - - - - - ----- : �. CONNECTED TO f a BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR "SIMPSON” HDQB (3) 2x FULL ' HOEDOWN ANCHOR ® I •J AT STUD TO 2-I6d COMMON ................... ........ _. HEIGHT STUD .. G2 :� TO STUD CONN OORON SSEMBLY III, --- 3-Iba COMMON _ r o TOP PLATE (TOE-NAIL) EACH BLOCK BLOCKING TO SILL or LOCATIONS NOTED I NAILS ® 6 O.G. d - I - ---- -_--_..-- ---_---- _ _ _______ i I :: r l i 3 - - - -- -------- ON PLANS 10” O.G. IF BLOCKED j G I I a FOR STRAP - 8 d COMMON f 3-I6d COMMON I EACH JOIST NAILS a EA. END OF STRAP - -- - -- --- -- - - --- - CORNER P05T LEDG�R STRIP TO BEAM (PAGE-NAIL) - - -I - - 1 I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER JOIST I f---- -- I BELOW -PL2TE 16 d COMMON NAILS BAND JOIST T-- -- T (END-NAIL) --------- -�- - 3-I6d COMMON----1------ ------ - ii _ ` - O JOIS -( - -- -L) ----- - - I O.C.d ~,.......... I PER JOIST 2-Ibd COMMON � NAILS ® b"I ° I i I 4 I BAND JOST TO SILL or TOP PLATE (TOE-NAIL) I,-- - 2-Ibd COMMON � I II PER FOOT , - ROOF SHEATHINO STRUCTURAL PANELS -- I -- I INTER i " INTERIOR ZONE ad COMMON 6 EDGE / 12 FIELD I OLDOWN INSTALLATION OPTIONS: " j "51MP5ON" STHD14RJ CONNECTION DI $ D2 BLOCKING PERIMETER EDGE ZONE s bid COMMON I; 6 EDGE / 6' FIELD H Y ® EA.BAY - - " 8d COMMON 4 O.G. j ' j GABLE ENDWALL RAKE OR RAKE TRUSS w/ II FOR NEW P. GONG. FOUND.'s __........ UP TO q RAKE OVERHANG HOLDOWN CAST IN PLACE w/-7/5"0 THREADED ROD : w --_ _ _ - - ------- --- - --- • ° T STUD TO FLOOR ASSEMBLY TO SILL C E I L I NCS SHEATH I NCS FOR EXIST. P. GONG. OR NE Y OURRED FOUND.'s F 44 s '1/b (P THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO �'=A"E(.2 GONNEGTI ON: i�2 _ .' --- - -_-. __ „ „ ( j - --' C l ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT GOR ER t• # o ° FOi�'. STRAP - 3 8 d COMMON NAILS ® EA. ! I GYPSUM WALLBOARD COOLERS J�- 'i EDGE / 10 FIELD ! CONCRETE w/ SIMPSON SET (HIGH STRENGTH EPDXY IN. P GIFI - - -- - (HIGH 5TREN&TH ACRYLIC ADHESIVE) ONE #4 RE ON D� � ° j . ........- o END OF STRAP (WRAP STRAP UNDER SILL PL.) -. I HE FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE `•• ' FOR EA. PLATE TO STUD ABOVE OR BELOW - - - - - - - --- 5 T I NO FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN �'�`' • ': II ad COMMON --- -- -- STRUCTURAL PANELS - - -- - -- ° ° 2 16 d COMMON NAILS } - _ - - ---I f 1 W'7/95"(P 7/8 THREADED ROD - v ;) 6" EDGE / 12" FIELD - I ...~ STRAP w/(3) GYPSUM WALLBOARD - - - - -- -- - -----l l -5d COOLERS- -- ••~ � 7" EDGE / 10" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION W # LPT4 SIMPSON (OR ` EGUA'_) a PLATFORM TO SILL PLATES ~~ bd NAILS O EA.END - _- - - - - - -_- -_ -__ -- z j NA I I N�/ TRA I N� 1�I I NDOI�I/DOORADR STANDARD/ALTERNATE „. „....~.... OF EA. STRAP TO - -- -- --- - - - - -- -__ ALTERNATE USE FLOOR SHEATH I NO (SUBFLOOR) - SIMPSON H2.5A) - --- - -- - - - - ---- STRUCTURAL PANELS:-- _ -- - - -- - AO NUMBER OF ad NAILS ® EA. END OF 5TRAPPING (2018 WFGM, TABLE 3."I,P. IBq) CONNECTION E -.-. I" or LESS: 8d COMMON " " w - ---- --r i - " GREATER THAN I": IOd COMMON 6" EDGfE / 12" FIELD -� -- - B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.23B, P. 2111) I G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 3.23G, P. 2112; „................ R I - -- -- - — ----- { I ALTERNATE AS PER TABLE 3.23D,P. 2113) D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HE ® EA. SIDE rr...-__::::: „ ° I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PAMIEL EDGE. ! A -RSI I!I,I;D (2018 WFGM,TABLE 3,'1, P. ISq) r` AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. it C1 E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F, P. 2bb) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 O.G. AT THE PANEL EDGE TO OBTAtIN HIGHER F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. 51DE [ SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (201& WFGM,TABLE 5.5,P. IqU '� SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. „ •_.... s - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED> NUMBER OF PROJECT: ~••„.. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. B E—1' III FOR STRAP - 3 8 d COMMON NAILS a EA. s - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ������®� ®� END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMEN7r5 SHALL BE I' I FA5TENINS SCHEDULE 5 _ USED. IND OOR OPENINGS ~w„~ I I I ROUGH OPENING FRAMING REQUIREMENTS FOR W OW/D FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) ~~„ LOT 9 DESIGN B -III I ILII '. I -_ II • ............... -2- -16-- d COMMON NAILS I A� . No I ROUGH A B G D E F - I I OPNG CO --------- X NECK l ROAD 2 0 .2 1 I I I I �,. ,_� , _ I�EATT6TUCK, NY 11952 ' IIII i; I 2 2 2 2 --- 4 1 5�L 1 � 1 NC OF 7O`i SABLE ENDWAEL 4 �'j BRAG I NO/57RAFF I NO DRAWING TITLE: PROVIDE (2) 2 xl0 HDR (MIN.) U.O.N. S 3 I!, 3 ---- -------- ' 3 (B) - REQUIRES SILL PLATES OF 2 xb' (MIN.) III - --- -- -- ---- - ' I 3 b-O” 4 !� TOS PLATE BLOCKING 2 FORLE95EPROVIDE HOEDOWN, ANCHOR BOLT, -O } 2 3 4 I LENGTH FOR WIND - EXPOSURES E4 G - FOR WIND - EXPOSURES BSG - BAYS BACK ® BLOCKING m K O.G. TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0” O.C. To ACHENE RAKE O.H. STRAPPING, & NAILING DETAILS I ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE _I]?4 I I�AR I � i I BUILDING MINIMUM SPLIG>= BUILDING MINIMUM SPLICE DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: - bd NAILS EA. END 12'-0" 2'-0"/2'-6" 12--0" 3'-O" OF EA. STRAP ATTIC —O" 4'-0" AN�+�OR BOL-T 5�E� SAT ON5 20'-O" 4'-0"/5'-0" 20'-0" 5'-O" 6"-12" I BLOCKING 2 BAY5 Ba SPECIFICATION (2018 WFGM TABLES 3.2A S 3.25, P. I5'i-I6o) 24'-0 4-o /� -0 24'-0" 6-o BACK® 4'-0" O.C. CORNER DATE: 01/26/21 3 OF 17 CONDITION FOR ALL STRUCTURES: ANCHOR BOLTS a 311" O.G. 28'-O" 5'-0"/6'-3" 32'-O b-O r SECOND FLOOR w L NOTES: I. TABULATED SPLICE LEN&THS ASSUME TOP PLATE-TO-TOP PLATE 36'-O" •7'-O"/b'-q" 36'-O° ct'-O" ����'� CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LEN&THS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'-O" 40'-0" I. MIN. V EMBEDMENT INTO CONCRETE l BLOCKING 2 BAYS ENDBACK® 4 T -O' O.G. �'�` LJ w/ 3 SQUARE WASHERS AND END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS x CONDITION N EABULATEDBSPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 151-011 TYP. STRAP w/(3) 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL iv bd NAILS EA. END TOP TWO COURSES SOLID •. , T 3.TABULATED SPLICE LEN&THS ARE BASED ON 8 FOOT WALL 60-O 12-O /IS-O' 501-011 161-01OF EA. STRAP LAIISHT5 FOR OTHER TERAL ADS WALL H6HT5 IED BY FI/g.H,THE LATER UNIT FIRST FLOOR - s. r PLAN DIAGRAM OF ZONES 2 OR REPLACED BY HOLD NOT TO BE USED SHEARWAL�5 FOR ALTERNATIVE WALL HEI&HTS MULTIPLY THE ABOVE 70-O" 14'-O" '70-O" IQ'-O 4; „ r 1 NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 12" (ADDITIONALLY,ROUND UP To THE NEAREST FOOT): ' y r f bo'-o" 16'-0° 80'-0" 22'-0" - �,.,�-_` FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 (SEE DIAGRAM TO LEFT) Io'WALL - I.25 BLOCKING 2 BAYS : II'WALL - 1.3'15 THI5 COLUMN w/MULTIPLIER— BACK ® 4'-O" O.G. 12'WALL- 1.5 FOR l0'-O"WALL 4. COORDINATE w/ HOEDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL c MISCELLANEOUS FRANiINO ORAPHICS CONTINUOUS BUILT-UF RDS ice: 3 OR MORE SUPPORTS I �^ I,�I (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A ' RE B L O�K N o FOR PLATFORM Y�l®O D R M I N� Q . WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE 11 A al~ME?1_Y R,> �uI EMFNTs: (FOR ENOI NEERED LUMBER [ie. WOOD I-JO I STS] SEE MANU. SPEI FOR ADDITIONAL I NFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) !I BETWEEN 1/6 - - d 1/4 OF A K-iEN OIRDEr�S MADE UP OF JOISTS NAILED W I, CONNECTION DESCRIPTION TOGETHER 51DE f3Y SIDE ARE CONTINUOUS OVER J BLOCKING UNDER LOAD BEARI NO WALL PATTERN riREE OR MORE SUPPORTS, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES - MAX.32" LOCATED 5ETWEEN ONE SIXTH AND ONE QUARTER -., i AS FIRE-STOPPING. Q NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROI,-6IOd NAILS m I2"O.C. P Nle SPAid _ENGTH FROM AN INTERMEDIATE - l-, 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SUPPORT. PSG TWO ADJOINING JOISTS STUDS STUD I�B (3)ROWS lod NAILS m 12"O.G. ' NOR MORE - �r ". SERVES A5 FIRESLOPPIN6. P THAN ONE THIRD THE TOTAL NUMBER ARE TO BE SUBFLOOR p , f (2)ROWS 1/2" m BOLTS m 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE o G O-PIECE III SUBFLOOR TW IDSL.m ENDS I" PLATE SERVE AS FIRESTOPPING. -� SOLE PLATE BUILT UP 61RDER P MAX.32" " 'fT . NAILING: D (2)ROWS I/2" m BOLTS m Ib"O.C. 1 j r j 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWD-PIECE G,RDERS ARE TO BE NAILED FROM ONE SOLE PLATE I I I JOIST SERVES AS FIRESTOPPIN6. EACH PIECE,, OTHE7H 10d ILS, TNO NEAR RS 5TAGGEREDACH END OF WITH A DISTANCE I, 0 (2)ROWS 3-3/b"M55LOGK SCREWS m 12"O.G. BET�oF A6 OF I6 INCHES BETWEI=N a E (2)ROWS V2" IP BOLTS m 24"O.G. _r NAILS IN A HORIZONTAL Ii ,I I' - 5 O FOF NO POM-PIN6 SHALL BE 2 INCHES OF WOOD BLOCKING F I! II ! OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(I)SIDE OF MEMBER0 JI ;r LINE; OR GIRDERS ARE TO BE NAILED FROM EACH '+ „ Z I- SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH I I b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 I (2)ROWS 3-3/b" IDE O OCK SCREWS m Ib"o.c. P III I I j _ AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = 6 SCREWED ON O)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 8 _I ' H SGREhIED ON(I)"SDESOF GMEMBER m 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. III, -1 JOISTS SERVE AS FIRE5TOPPIN6. - H l '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Z " JOIST THREE-PIECE Q 0 J SCREWED ON BOTH SIDE OF MEMBER P BUILT UP 61RDER MAX.32" AIL ON EA. 51DE N1 TWO NEAR EA. IND OF EA.d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MAXIMUM OFFSET (2)ROWS 5'TRU55LOCK 5011 m 12"O.G. JOIST DEPTH, d P c ! I' MATCHED SIZE OF BLOCKING 4 I II SERVE AS FIRE5TOPPIN6. W (2)ROWS 5' TRU55LOGK SCREWS m I6"O.G. UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND K SCREWED " BOTH SIDEOCK of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 1 PARTITIONS ® 32" O.G. BLOCKING STUD ' OTHERS STAGGERED w/ A DISTANCE OF NOT MORE II' II, Ii •'I 3 8. THE HEADER SERVES AS FIRE-STOPPING. J (2)ROWS 5'TRUSSLOGK SCREWS m 24"O.G. i BETWEEN I/6 J L SCREWED ON BOTH 51DE OF MEMBER d I/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE III II a q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL O p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS II V , 7 I- "I 10 ;I III BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z (� PLAN SHALL USE CONNECTION PATTERN O WHEN N A SMALLER i jl STRINGER TO SERVE AS FIRESTOPPIN6. J r"I CEILINO BRACING GANTI LEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 6 GABLE ENDWALL d CONNECTION PATTERN 'B'WHEN lo"OR LARGER P FOR THE THREE-PIECE GIRDER' _ ID. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH Z STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P Cj1RDEjZS ARE TO BE SECURELY ANC,I IORED r0 I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LL SOLE PLATE2"x4"CONTINUOUS &ABLE END M,450NRY PIERS, NAILED TO WOOD POSTS OR 111 ! . r FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W CD SUBFLOOR LATERAL BRAGS m 6'O.G. TRU55 THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING LO 0: rl BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I`' Li) BAND 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY GAN BE CARRIED O Q JOIST GU AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL e'I J O /� �` I I I I g� }� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NAI N� FA I TERNS FOR 511::)E LOADED SEAMS (Ic . FLUSH 5EAI " i�) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE AS FIRE5TOPPIN6. l0)8d -LOCATIONS REQUIRUN6 FIRESTOPPING- W NAILS ---- --- - FIRE- FIRE- WOOD FIRE5TOPPINS FIRESTOPPING 5TOPPINS 5TOPPINS FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPIN6 50� 10 W MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' = J BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 Rows led 5 ROWS Ibd BOLTS2 RO�162* . 2 Row�X,^ 2 Rows)4" FIRESTOP VERTICAL w/(4) 10d NAILS e l MMON COMMON 012"o.G.• o. Ta 24' ° oBO'LTS BOLTS o . GOVERINS 15 APPLIED ' �� - -- - _ - ! _ _ TO UNDERSIDE OF STUD (10) 8d NAIL BEAM SELECTION w/ STD. NAILING TWo Ros 12°o.�. k TrlrzEc pows 12' O.C. .101sT5 GYPSUM BOARD 20 ga.STRAP -,, DOUBLE PLATE * Sd COOLER NAILS m lo" O.C. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ;QT ENDWALL STUDS AS NOTED IN NOTES 7 8 8 STUDYALTERNATE � NONCOMBUSTIBLE ` DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE5roPP1N6 LocnTloN - OVER STUDS,UNLE55 TOP PLATE 15 4"m EDGE/12" m FIELD FULLY BLOCKED �� OF GIRDER '` ' ' I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDSES WOOD FIRESTOPPING DESIGNED TO CARRY THE LOAD SCREWS 06 - IW TYPE W OR 5 MRESTOPPINS " 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA6aE R t_" TWO ROWS b"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUSH THE FULL -' INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE wASHEIRS UNDER HEAD AND NUT. O�/ERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. ` a 2"SPACE NOT � - ATTAGHMENT @ \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILINS 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPINS APPROX.1 INCH THICK BOTH 5ID E OF THE MEMBER. AO.C.OR TRIPLED M Y BE DOUBLED FOR b"O. b.VALUES FOR NAILING CONNECTIONS FOR 4"O.G.NAIL SPACING. LOCATION 1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ -1.2 ROWS OF Ibd COMMON NAILS(12'0.0)FOR DEPTFY' 12"OR LESS FIRESTOPPIN6 4 bd NAIL5 LOCATION 5 LOCATION q ® EA.END m R.R. B.5 ROWS of 16d COMMON NAILS(12'O.0)FOR DEPTHS OF 14",Ib"/ 18". LOCATION 10 � FULL WIDTH -- — ------ —-- — 2"x BLOCKING Z 0 — --------- ---- __ V - i W I � I I �Oi�5TF�U� I ON DETAILS Vel I ND LOAD BATH GONNEr_..,TI ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING IN5TL. NOT TO SCALE INTERSECT 1 ON DETAIL EXI5T.OR NEW 1 NEW R.R.SET wR.R.BELOW/ i I TOP PLATE LAPS 4 . 1od UO TN INUOUS LOWER TOE iNOTED CONT.BLOCKING ! TOP PLATE SPIKED TO R.R.'s I I ALIGN NEW d EX. R.R. AS SHOWN -___--- -+ i 5 I I IN G TUD K S PLAN VIEW I ROOF,R RI AR NE ED� WOOD JOIST- WOOD JO I S i CRIPPLE STUD BLOGKINO JOIST HANDER HEADER � I GENERAL REOU I REMENTS FOR GENERAL REGU I REMENT5 FOR - - - - z I INSTALLATION OF TOE-NAILS O 1 RDER/HEADER W INSTALLATION OF GL I NGHED NAILS I ' JACK STUDS ° o WOOD GIRDER WOOD JOIST -- - -- MAIN MEMBER I i T Soo JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER GONNEGTI ON I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER $ STARTED APPROX. Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, ������®� ® I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'S AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ��� DESIGN �I w (l.•li MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER - - 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 J015T WALL STUD WALL STUD -- --- - WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE ,` IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB / SUB FLOOR COX NECK ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 GH I M. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATI\/E RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d 5LK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) TOP PLATE ® o -1 Q `. IND S I STANT �ONSTRU�T ON BONN GTORS PAGE: HIM. CHASE WALL Z Q v 0 - - - � GONNETI ON LOCATION: PART NUMBER: NOTES: I 4 a e Q `' R 117,1 0- 1]-7 0-R, A F 7 E R S 6520 @ 21 " I APPLY TO EACH PAIR OF RAFTERS z RAT'-71 iZ-TO-WALL H- APPLY TO EACH RAFTER aW z - - - - - DATE: 01/26/21 LL 4 OF 17 ROOF o o a RA.FTEF,-TCU-- 'LATE H8 or H2.5 APPLY TO EACH RAFTER Ill BLOCKING A PLA 1 TO-W, L L STUD 6520 @ 18 - -- - - - - 7-E_ P Y TO EA WA TO ALIGN w/STRAPPING Q �W AP L GH LL STUD ® EA. LEVEL ABOVE ® N Q - - - -- - - ..- ' Qz a THE FIRST FL. z 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 6520 @ 56" APPLY TO EACH WALL STUD -� W I ty - - - -FLOOR/CL 0. HEADER-TO-,JA-G< STUD 6520 @ 12" APPLY TO EACH JACK STUD , I``B CRIPPLE STUD-T 0-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 51DEWALL END t' g"�' I OL� IST. FLOOR-UNDER,-SILL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE .,, -'_> SIDS VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) , - - - ,p USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEI ` ERAL S I I " I50L E"%r : a. Q . EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. W WHEN APPLICABLE) EXISTING TO REMAIN Lu NEW WOOD FRAME (L.G. �T NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL m m O F WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL J WHEN APPLICABLE) I— POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED �—� WOOD FRAME (L.G. 5TL. I2'-�"----8" P. CONO. G. 12'-6" 17'-5CL Z WHEN APPLICABLE) �` RISER WALL � i - = (FOUNDATION PLAN NOTES I � � ONSTRUGTION: 10'-4" 10'-4" J TYPICAL P. GONG. FOOTING 4 WALL G NEW MEGH. ROOM: � __ 00 O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD II I. (2) NEW FURNACE (RHEEM PRE5TIA6E SERIES 4 > d SILL SEAL TON)B RHEEM 6A5 WATER HEATER TO THIS • ANCHOR BOLTS AS PER PAGE 6-003 1 j Z O • Tj P. GONG. FOUND. WALL AS PER DETAIL UPON 2,INSTALL0LOCATION PER MANU. SPEG.'s 14 �T-6",f 14 14 J O • P. GONG. FOOTING A5 PER DETAIL 10' 14 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.F.A.I. THROUGH WALL i • B.O. FOOTING V-O" BELOW GRADE MIN. 4.FLUE THROUGH WD. FR. CHASE BACKFILL PERIMETER OF SLAB WHEN 5. MAINTAIN 30"x30 CLEARANCE IN FRONT OF GC:MPAGT t' � Q z H 1/2" EXPANSION JOINT ® ( MECHANICAL UNITS AS PER NYS MG 306.1 EVE-RY 6". MASONRY ,J N APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING PROVIDE 3" PATIO ABOVE m LL W C4 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NY5 MG 804. CON- SLAB W/ i r LD cr t-I 5TOOP5 (WHEN APPLICABLE) -1. DISCONNECT, REROUTE, R RECONNECT PROVIDE 4" 57ONE FINISH Lo • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS REO'D GONG. SLAB FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: FOR A/C 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY CONDENSER 2 "DUROGK" (OR EQUAL) O HOLDOWN: 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (1) 0 HOLDOWN 'D' AS PER PAGE 6-003 LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON i GONG. WALL5) - - Q m TYP. 5TL. COL.: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 8'-0" 5 Q _ LU O SEE NOTED DETAIL AS PER PLAN SPEG.'s AND AS PER NYS MEGH. AND FUEL 6A5 CODE 4. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT N.H. ~ U I6 5'-3" 6'-O" IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE -� c,_ J .W. 5. COMB. AIR VOLUME A5 PER MANU. 5PEG.'s - PROVIDE 8' P. GONG. -- - - U O 24"x24NIV DEEP P. GONG. PAD FOOTING r `fl FRESH AIR INTAKE FROM EXTERIOR FIRST.FL RISER WALL AS PER NOTED DETAIL (TYF) 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL FURN. �, I PROVIDE 4" - -- - - '- --- -- - -- -- � -- Q •, EMEROENGY SHUT OFF SWITCH GONG. SLAB - - - 24'x12' DEEP P. GONG. CONTINUOUS FOOTING 7. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH O8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER --- -- -- -- - 5 AS PER NOTED DETAIL (TYP.) CLEARANCES AS PER GODS O FURN. Cf. PROVIDE 5" FLOOR DRAIN b CONNECT TO EXISTINGAle I - NEW 4 THK. P. GONG. SLAB w/6"xb -10/10 W.W.M. SANITARY SYSTEM AS PER NYS PLUMBING CODE 17 O -3'-(�'�� PROVIDE 4" MASONRY REINPORGEMENT AS PER DETAIL FREEZE PROOF HOSE BIB: _ GONG. SLAB 8 5 PATIO ABOVE N � c I5 ' MECH. ROOM p 2 12 FASTENED w/MASONRY ANCHORS (PRECISE � � •. "` 2 I WINDOW W/ ' O GLIDING BASEMENT WINDOW � , -. - - - ,•- 4 --- - LOCATION T.S.D. IN FIELD - CONSULT w/ OWNER) EORE55 -- --- - OL FOR WOOD STAIRS ® GRADE: - WELL 0 - - - - --- - --- - -- ---- -r ® ®-- - ' 13 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON i O FIRERATEDDOOR: 2 „ 6" GRAVEL UNDER 2'x12' P.T. STAIR 5TRINOER5 ® m 3 X6 0.775 HR. 5ELF-GLOSIN6 STEEL DR. MAX. I6' O.G., U.O.N. (MIN. 5 STRINGERS) -0'4 - i 14 I6"x1b"x12" DEEP P. GONG. PAD FOOTING AS ry0 PER NOTED DETAIL (TYP) m v O RESERVED O 4 4 10FREEZE I5 FASTENED ROOA50NRY BIB:ANCHOR5 (PRECISE _ " _-- to BEAM POCKET (TYP.) 13 I I ❑ �'-q''— �I` 8'-O 8'-O' 7-a 3'-I' 3'-I' LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) Ip 5 7 10 - - -- ---- - NAVIEN WATER HEATER MODEL NPE-SERIES i 0 I6 (OR EQUAL) I I ---- r i I 4'-0" ------ ------ ORHEEM 115,000 BTU GAS FURNACE I I �, 2 2 tLj 17 MODEL#Wa5TG1151524MSA (OR EQUAL) FRovFOUND $ P0575 FOR WD. DECK: I I CE3 GONG.( LAB 2 _ WD. P.T. POST B P. GONG. PIER UPON FOOTING AS PER j DECK DETAIL (TYP.) --- -} 2 ry t BASEMENT UNFINISHED UNHEATED Z 7 w 1' T O 4 -W- - - ---14 3 o I- H ELEC. PANEL - m ry - PROJECT: SEE NOTE #6 / N ® 1 l ALT' ON ROW ; m (15) Tr ® 12"IUP + LOQ' 9 DESIGN , 0 q._p �. _ I COX NECK ROAD MATTITUCK, NY 11952 o ry 2 - DRAWING-TITLE:---- r I . 5 PROPOSED FOUNDATION PLAN = BACKFILL 2 - - - - - -- - --� -- 5 2 COMPACT _ � • EVER'( 6". b . MA50NRY PROVIDE 3" PATIO ABOVE ^•' ` ••' • ' 15 � GONG. SLAB W/ - - - - -- --- --- - -- - - 2 7'-3" STONE FIN15H 17'-O" 17'-5" 2 _8rr 14r-8 PAGE: 14 m ov 8" P. GONG. L A—1(offli m RISER WALL 19'-O" a" I6'-2° DATE: 01/26/21 5 OF 17 � o m 4 s: 25'_7"— 41'-a" „�-�_".�''��•� - 0 Q A 4 1•k PROPOSED FOUNDATION PLAN .i 2,01-7 S.F. 5ASEMENT SFAC E 5C,ALE: 1/4" = 1'-0" (��II I `(��2�J II�I���'//�IIj ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEC.s. SEE PAGE G-003' FOR NAILING it 5TRAPPIN5 O E 1 *E R A i GY I ' O : - - - SPEC.' I I DETAILS. CL - - -- WINDOW CHART li Q - - -- -O BE DEMOLISHED _ NEW PARTIAL HEIGHT EXISTING TEGRESSLu ;I - WOOD FRAME (L.G. STL. W RQUGNGr H OFENIWINDOW DIMENSION II CLEAR WHEN APPLICABLE) J (. ,_-.r> -- , E - --- -- _-_-_.:____ ----=1'INIDTH ' EXISTING TO REMAIN TAG TYPE MODEL # E G. NEW FOUNDATION WALLOPENING NEW WOOD FRAM (L `-�HEIG - - -- ---JL HE - 6fi1T REQD:24" 1 Q 1^1IDTH HT WIDTH - -- - - IGHT- OPEN READ: 5.7 S.F. ..-- - - -__ - - - - -- i E STL. WHEN APPLICABLE) t_. ._x:.31.. 5 I '� - a- -'! DOUBLE-HUNG WDH2410- 2LL-6 _.,. __. ..0 -- Ji 2--5 _=-_. L 5'-0 NEW I-HR FIRE RATED II ii m - ,` IIE MIN. (2) 2x4 STRUCTURAL �. -__....__.._ I WOOD FRAME (L.G. STL. P05T FOR 4 WALLS 2'-0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL [11 B CASEMENT G13 2-p - ii Y7 _.; �__-- - 2-II P05T FOR 6" WALLS), U.O.N. -- NEW 2-HR FIRE RATED G DOUBLE-HUNG WDH24310 2'-6 " 4`-O 2' S 4' O �" 1 WOOD FRAME (LG. STL. D DOUBLE-HUNG WDH2O310 - E_2 �I, �' 4'-0 ,I 21_7 SII 4'-O SII II - WHEN APPLICABLE) -- .} PICTURE P3040 _, _-©.W_.. • . . .. i-0 4'-0" j I FLOOR PLAN NOTEF S 'I : A AWNING 281 II11 ---- II :2'--T 21_7 11 j Ii -- DOOR NOTE: NEW LAUNDRY ROOM: I_0 G ._ .3-0 ..._._„ 5-O 2'-I 711 51_011 - it -- - 5.74 - - - - DOUBLE-HUNG WDH210410 " ,I Q O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP I'-O -- - - - - - -- OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s TRANSOM " ' -- �i WTR 2423 2-6 2 5 I IWI 10 4 z 10 4 10'-4" ___ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ 51ZE OF EQUIP. _ y 2-5-- 2-5 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. H _-___ - __ _ _.__ - q q 11 11 --.i = -- - 00 3.DOOR TYPE TO SELECT i2-6ll J TRANSOM WTR 2415 - ' 1 "7 m 2- 5 Z O 4.INSTALL AS PER MANU SPEG.'s 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: - - m --- - _ �/� ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING STRAPPING /-' E I `FERAL ��I I � <E" : DETAILS. - �/ - i WINDOW CHART EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT W EGRESS 1' WOOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) ROUGH OPENING (- WINDOW DIMENSION I, CLEAR J TAG TYPE MODEL # OPENING WIPTH REO'D: 20" ' Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL _ - I - ! HEIGHT P.EO'D:24" WIDTH -HEIGHT WIDTH HEIGHT �! �I OPEN REO'D: 5.7 5.F. Lr STL. WHEN APPLICABLE) - __ __ - .w ._ �F._.:.- . _: - -- - -- _-- I --_- _- -- i A DOUBLE-HUNG 1ADH2410 2'-(o I. 9" O ❑ MIN. (2) 2x4 STRUCTURAL I-HR FIRE RATED i€ POST FOR 4 WALLSWOOD FRAME STL. B CASEMENT G13 O - 2'-,0 Il :2'-Il (MIN. (2) 2 xb STRUCTURAL APPLICABLE) -- I J POST FOR b WALLS), U.O.N. NEW 2-HR FIRE RATED - ; -2'-6- " 4'-0 " �� DOUBLE-HUNG WDH24310 511 J -- -�11 O DOUBLE-HUNG WDH2O310-=_ _ -. _..._ - .- 21-1 -$----�- 4'-0 - - - - -- WOOD FRAME (L.G. STL. m _ WHEN APPLICABLE) D _ 1, 11 -- - -- ,. . �g --- - PICTURE F5040 g{_0 11 d„ I 16 ---f 11 _ - 1 I 4-O :2'-11 4-O NATURAL LIGHT 6 VENT I ATION NATURAL LIGHT VENTILATION - . - -., FLOOR PLAN NOTES (HABITABLE SPAS E) (HABITABLE SPACE) F AWNING A 281 --- ^ 8! :. 2-� i :2'--T--y Z --- DOOR NOTE: NEW LAUNDRY ROOM: FLOOR AREA 152 5.F. 1 { 1 O - --- - - _ - - - -- - -- - 1 I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP --OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUNO ROOM DOOR DIM.'s FLOOR AREA 139 a.t . G � 2'-II g" 5'-O 5.74 LIC-HTINO;MIN. II DOUBLE-HUNG WDH210410 �'-O �" ' .�'-O �" LLJ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ SIZE OF EQUIP. q REO. �.F. PFxOV. - >.-<- _., -_ _-_ -__ _! - 1 OUT ON PLANS BY 'THERMATRU' (O8 EQUAL). 3. PROVIDE HOOK UPS AS REO'S PER MANU. ` REG. S.F. PROV. j { j J00 - i TRANSOM WTR 2423 � 2-�a �; i 2 5 � 21-5 � , :21-5 � li I 3.DOOR TYPE TO SELECT OF FLOOR AREA S• 12.2 S.F. 20.11 S.F. H - _ li -_ _ - _-- I- _- ----_ > I1.1 5.F. 20.9 F. 1 OF FLOOR AREA - 0 LIGHTING;MIN. 85>; 4.INSTALL AS PER MANU SPEG.'s TRANSOM WTR 2415 2-6 t, 1 7 2 5 1,--7 a �I Z (� 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE. VENTILATION;NOT _-- _ VENTILATION;NOT LESS THAN 455U OF 5.5 S.F. 11.7 S.F. J - 4.SEE PAGE 5-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR LE55 THAN 4595 OF - - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O' FROM ANY MIN. GLAZED AREA 5.0 S.F. I1.7 S.F. MIN. REOUIRED AREA -- AWNING A21 2-0 " I •. »2-O _V rc`r 21_0 �„ 21_0Ii NINGS REOJIRED = - -_ -:_, _ -___,.. _---__ - __ i GENERAL 5'*%r 1'50L <E""r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. STL. Lu J EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) a Z �----{ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL F---i WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J F- P05T FOR 6" WALLS), U.O.N. Z NEW 2-HR FIRE RATED 10 WOOD FRAME (L.G. 5TL. WHEN APDL I GABLE) Z O H Z Q I � W J 00 4"x3" ALUM. :a Q Z 1-i DOWNSPOUT a' cV DOWN TO LL W DRYWELLS ® ' Lo Z e-1 GRADt• (TYP. 1` O Lo ® � O a, x x-IJO n O - W I � D ' U W Z J U - J 1 d 4 2.. x 8" R.R. 4"x3" ALUM. DOWNSPOUT 2" x 10" R.R. DOWN TO 2" x 10" R.R. ® I6" O.G. 5PLA5H GUARD ® 161, O.G. [� GRADE (rrP) -- - --- — --- -- -1 - - - -- -- - 4"x3" ALUM. 4:12 PITCH DOWNSPOUT j DOWN TO 5PLA5H GUARD H 61:12 PITCH 2" x 10" R.R. 2" x 10" R.R. GRADE (TYP.) 9:12 PITC ( ® I6" O.G. ® 161 O.G. Lu u� p 10:12 PITCH 10:12 PITCH a x - i Vi N \r� „Jtv (t IL Ld NoI 91 Z - - - - - I ® I (2) 61.5" LVL HDR Q \ ♦ w _ - NEW (2) L"15"x11 8"I5" G.P. 2.OE LVL RID61= _ _ — --- --i - --} - --i- -- -- ------- I (2) 9.5" LVL HDR _ _ — w 7EQ N I ® x R Qr N 6 PROJECT: 4"x3" ALUM. - _ O Q DOWNSPOUT ® x /Pvv p u DOWN TO (2) 2"xl2" RIDGE a p Ili N ��J N 1 ® � R Lu SPLASH — — —' — — — -` O Q 9 _ x N I J R OYA LT®N R O W GRADE (TYR) LOT 9 DESIGN B _ ° COX NECK ROAD x - / 2.. x 10" R.R. 2' x 10' R.R. Q p N jll / ® 16" O.G. MATTITUCK, NY 11952 z z 12:12 PITCH 12:12 PITCH DRAWING TITLE: x PROPOSED ROOF PLAN 119 I p N ( DBL LVL P05T TO - * 0 40x3" ALUM. DOWNSPOUT PAGE: � I � DOWN TO _ I -- --- -- --- --- -- 5PLA5H N GUARD rp x GRADE (r IP) ALUM. 3: -- -- — -- ---- ------- --- - --...-- -- ---- - - - GOWNSPOUT DOWN TO SPLASH r GUARD GRADE (TYP) DATE: 01/26/21 8 OF 17 4"x3" ALUM. 4"x3" ALUM. DOWNSPOUT DOWNSPOUT DOWN TO DOWN TO 5PLA5H 5PLA5H �' '� ^e�, GUARD ® GUTTER HIGH GUARD ® GRADE (TYPJ POINT (TYP) GRADE (TYP) 6'n' u`• .r+'@ ��i ... �'� PROPOSED ROOF PLAN SCALE: 1/4" = I'-O" a ELE\/?.TION NOTES W O ROOFING: LLJ I. SEE NOTE ® SECTION J 2. ASPHALT ROOFING SINGLES, COLOR 4 STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) Q OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR d STYLE TBA TOP RIDGE HEIGHT (OR EQUAL) -_ --------------- - _ _ ELEV. +28.6' I. SEE NOTE ® SECTION 2. VERTICAL BOARD k BATTEN SIDING, COLOR d STYLE a 0: TBA (OR EQUAL) (MIN 50 YR. WARRANTY) O r I , RESERVE r - -- I Q It s . RMAGA5T COLUMN 5" 5GUARELT H I 1 Q 5 STRUCTURAL PE _ -- -- - --- _=_-_ W z� J DRYER VENT: II - > t � I 6 I I i 0/SEE NOTE ® PLAN 1 I I I _ SECOND FLOOR CLO. HGT_� --- -- — — _ ! > Rt Q e III - - r > ELEV. +21.0 s a " _ - - - ---- - a — Z I I II I li c I I , a � I I I III I I I 8 I ISI rl I II O I I i II I 1 I i I I I I III I I I I I I Z I I I I III I -I-J ►- - I II i - - — -- F O I I I I � z , I i - I I I 1 3 I I I I I I I J I I I 1 LU i I I LL I I i G G I I I I G I I w cfl I I I I I O I I I I A I I I I 1 III i II .I I I Ll/ N � Lt. Lo SECOND FLOOR O 2.0 L EV. I W Q -- r-I J O I -- - E II - I � x r E � 2 I I I I 1 F.F. IF\ _- — ! U W I I F-- I I I FIRST FLOOR CEILING HEIGHT I ' I - = J ELEV. +10.9?' - -- - - I J I I y I I I I I , I 1 U I i I II 1 I I I I 5 I I I I I 5 I I I I I I I A G I I A I 6 I I I I I I I I I I I O I I I I I O O I O I I I O I I Q I of I I I I I I I I I , I I 0 I - I ' I i - I i I i h 3 —O LO I I { I I I I I ii I 1 1 I I I I I I I •,x I I I „I I � 1 I I I _ I I II I I I I I I ( I i , I I I o it i II I I I III I I O I 5 I I I 1 I I I I I xL I I i I I II I I I I I I I I i I - � I � I I I I I I I I I I I I 1 I I I II I I I I I FIRST FLOOR I I I I I i1 I I I I I I I I II I I I i I I I I I i I I I I I - I ELEV. +1.5' I I I 1 I I II I I I i I 1 i I I I I i I i I i I I Ia. F 1 I I I I I I I I I I I I I I i I I I I .F. I i I I I I i I I --'� -- ' v I N I I - i I i a I I I � I I I I n N 6 I, M h ,1 Y il II 11 J 11 Il U u , Y II Y II I I 11 N I v" I I I II n w p 11 I, II Y II II q n N C II II I. N% tl II A II h X' d N N N q II Y II 11 BASE LIN E ELEV. O.O i II I 'I I I I I 11 I j I II SOUTHNEST ELEVATION (FRONT) j SCALE: 1/4" = 1'-0" I T7 LLJ FIL I I I I I I I I i II I II I I z I II i I J o IL -— ---- PA IT � I I, r < P, - _--- --_ _-__ ___ In I 11 it 0 I PROJECT: I - - III -- I -- - - - - --- --- -- - - - -- ROYALT'O N ROW r II i II i I I I Ii - I ELEVATION NOTES Q OI ROOFING: I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING 51NOLE5, COLOR S STYLE TBA (OR J EQUAL) (MIN 50 YR. WARRANTY) OROOFING: Q ' 2 I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR d STYLE TBA (OR EQUAL) TOP RIDGE HEIGHT SIDING: ELEV. +28.6' -J O I. SEE NOTE ® SECTION 2. VERTICAL BOARD $ BATTEN SIDING, COLOR It 57YLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) 0 I I _I I RESERVE r n - Z F II I I OI I II - - - - - - --- --_ --- - -- 5 STRUCTURAL PERMAGAST COLUMN 8 SQUARE -®- O I II I DRYER VENT: II I I SEE NOTE ® PLAN I. LU -- — -- — - O 6 i -- — -- - — I II I I I I SECOND FLOORGLC. H _ -- _ - -- - — -----T� O'v `. -- — -- -- — - — — -- — -- > It ---- G ELEV. +21.0' __ - - -- -- -- - Z � O II I I r ' 04 -__---- `H I s� - - - -- -- - - - - — _ _- z Q - — - — -- - R_, a. I O V LIL I, I 6 O 1 O O _.� s_ W 3 ~O � Ln I SECOND FLOOR Q III II I ELEV. +12.0' % —_— I - - _ III -�- -- _ -- - F F - - - W LU FIRST FLOOR CEILING HEIGHT ---------� I I I I li I I i I i I U I ELEV. 10.8 I ' I I I , I I i I I I I i I I I I I Ili I I I i I J I I U I II i I I I I • I I I I 5 I I it I I I ! I I I I � I I 11 I I II I i i � I I I I I I I II I I I I I I I I I I I li I I I III i , ' i Q II I I I I I I I I I I I i I I I I• i I I I O I - I I i I I I I I I I I 1 I i I I I I I I i I I � i II . G I I I I I I I e 'er{ I � C D E D Ili O I I 03 I I 0 I - I i _ I I I I I I 's I I I i I i I I I 02 I I I I I I I I I I I I O 3 I I I. i II I� II i I I I 1 I I I I I li I I I I I I i li I II I i I I I I I I I I I I I I I I I I I I o I I I I I I I I I I FIRST FLOOR I I II I II I I I I II I I I I I I I I r i . I I I I i I I II I i I I 1 I I I : I ELEV. 1.81 I � III I i I I I i I I n I I I I u I I I I I I I I I I i 1 II I I I a ``•. p"N''€ N 'r' un N �A"A"IN"dNl' n"Y' A' II F Y � I Y �h"➢ 1- 1--T_n Y1 f..-1 {'-A 3-_H_--]-1 I -777,h :I it II h N 1 Y II :I .I b I. .I I: n�1 i k g N H n`A➢-N R �7-1�7_� TA➢_r IL ll - N N II A II N N K N A M If A d „ �• ' H- N H d T -1_p 7 1_ g BA✓G ELINE — AN H II II A N d Nry ll ,I IIHA11IIN H N IlN"N N 11 N N p p Hr tlFAAId IAA➢IApd'7gPHp HArd�fi� aM7Ar�Tp111.N�JAA p' A u ELEV. +0.0' 11 I I I I i I I I 11 i I NORTHEAST ELEVATION (REAS.) 50ALE: 1/4" = 1'-0" 77 T7 I I i I I I I , I I I i ( I I ' Z I i i W , I � ' O I. 1 V i I I r— 1 I 1 I I - I -- ---- -- - — ------ -- I' I - - - - --- � �- Q I II I I �I I I II I I I I - 01'I PROJECT: i I - - III I I I I I i III II I , I I - I ROYALTON ROW — I I I II II II - I I I - - -- - --_-- -- LOT 9 DESIGN B -- II II IIIj I I I . III IIIIII II ; I - — — - I Ili I III I I , ; i , I I i i I I I I I I i I r I I I i COX NECK 0 I — i CK R AD I I i I I I I I Ili � I I I i I iI I F III I 6 3 I I I I I i I I I I I i � I I I I 'III I I I r — I I I I I A I'I I i (TUCK NY 1152 I II I II I I : I " I i I I I I I I I I OI I. IVIATT I I I I I I i I II I I I II I I I I I I I I I I I i I I I I I III , I I I I - i � I , H - I I i I Oi I�I I I I II I DRAWING NG TITL E: - -------- --- - I I I I i I I PROPOSED EXTERIOR ELEVATIONS S I I I ' F.F. i +: III I I I I I I I ' II I 1 'I I II I II i l I II l i l I I I I , I I I I i I I I II I I I I I II I I I i 11 I i I I I I I i I I i I I I i I I I II I I I I I I I I I I I I I I I I I I III i t I I I I I' i I � I III I I I i I I I I I I I I I I I I I I I i i I I I I l i I I I I I I I I I I I I I i Ili i I i I I I I I I l i j I III i I I I I li I II I i I PAGE: I 1 ^0 ff Is I I I I I I I I i I i I : I I I I . I i it I I I I I I'I I I I II i I I I i I I I I I I I I I I i 5 I II I I I - I li 'I I 3 i I I I I I I I I i I I i e G G G ll I I I i I I I I i I O . I O OI I I li D I ; I II I I I I I i I II i i O I I I I I' I I 02 I I I I I I I I I I I I 'I I'I I 1 O III I iI j ! i I II I I I I I I ill I I Ili i I I I I I I i I I I I II ii I I , DATE. 01/26/21 10 OF 17 - I I - I I I � I i I I II I II I I I I 1 I I II I - I I II I ' I I III I I i I I I I I r I II II I I i II I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I li I I I I : I i I II I I i I I i I I I I I i tl II n II N II A 7 � II P N Po N �I I 1 l '1. I I I I . I I i I I Iii -- N I :, T , N A n.p I I; n A` u: 1_ T ➢ � r _I _¢_ _A I II A Po I x - ., � Ltrt- •�9 NORTHNEST ELEVATION (LEFT SIDE) 5CALE: 1/4" = 1'-0" 4 �. o ��� � BUILDING SECTION NOTES Q O NEW ROOFING NOTE (TYP.): GONNEGTION 'A' I. INSTALL NEW ASPHALT ROOFING SHINGLES I 5 - W O 2.INSTALL AND WATER SHIELD FROM FASCIA UP TO PER PAGE 6-003 24" FROM INSIDE FACE OF STUD ICE WALL AND AT VALLEYS TOP RIDGE HEIGHT NEW RIDGE I �- ,r W � --f tl n- ,1 , 11 _ OVERELEV. +28.6' I r 5.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHINO (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE # HIPS (AS REG'D) -_J b.PROVIDE RIDGE VENT (AS REOV) F O 7 7. FLASH ALL VALLEYS R.R. AS PER PLANS11 •J 8GE _ J � , n � �.INSTALL DRIP EDAS REO'D r QIP A � I ii INSTALL ALL AS PER MANU. 5PEC.'s -- r 2 - P y OTYPICAL ROOF k CEILING CONSTRUCTION: 2 • NEW ROOFING AS NOTED ---- - • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) / G.J. AS PER PLANS -- -- • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS - - - ` -- - --- - O OVER 8' INSTALL "X" BRIDGING 0 CENTER OF - - - - - N �z ` T — ' -: SPAN, U.O.N.) • OF R-49 SPRAY FOAM INSULATION ft],- SECOND FLOOR GLC. HGT_� - - - ---— ELEV. +21.0' ----- ,- k '`a - - = --_-_-_-_ TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): _ hn r' ! — - W O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) - 1 _I • UPON 1/2" GDX PLYWD. SHEATHING G #3 W.I.G. (BLOCKIN ® ALL = J r O - BEDROOM #4 tr } Q i3 4'i HROQM PLYWD SEAMS) l� Z Q Q • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE tu3 - • 2 FOAM INSULATION W/R-15 BATT INSULATION (R-2-T) o • SECOND FLOOR J PROVIDE SLEEPER AT ":12 Z 5/8' 6YP5UM BD. WALL FINISH l9 NEW SIDING NOTE (TYP.): ELEV. +12.0 -----� PITCH;PROVIDE EPDM FLAT F '' << ri t " ROOF MEMBRANE ABOVE I' i J N -- -- F — — — W C� 4 I. INSTALL NEW FIBER GEMENT HORIZONTAL L 1 LAP 51DIN6 d VERTICAL BOARD BATTEN t- SLEEPERS. y Ix 1 F.J. ,1' -- --- LnLO 2."TYVEK" HOUSE WRAP (OR EQUAL) —c�Y 5.INSTALL ALL AS PER MANU. SPEG.'s AS PER PLANS - - 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION "-` - """""`" r 5. END TO TOP OF ---- I ----- H F I I W J1 ry FUNDATION WALL FIRST FLOOR CEILING HEIGHT NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. U O 5 REINFORCEMENT AS PER DETAIL ql -1, I ( W I I I I - I 1 - I i IO PARLOR_ BAT ROOM #I BEDROOM , I I — r � u i I a OTYPICAL FLOOR CONSTRUCTION: NEW FLOOR J015T AS NOTED ON PLAN • 5/4" GDX PLYWD T80 SHEATHING (BLOGKINO ® ALL PLYWD SEAMS) 4 ;t I , Jl • F.J. AS NOTED ON PLANS (® SPANS OVER 5' - --- -- INSTALL "X" BRIDGING 0 CENTER OF SPAN, FIRST FLOOR � -- ----- U.o.N) ELEV. +1.8' \-- i - - • MIN. OF R-50 BATT INSULATION;FOAM MIN. 5" AT RIM JOIST — _- - --- - — - - - - ------- z".,.. 4 LYS Lx -f=ir– c NNEGTION 'GI' AS I h - H � ui�_` 1 ;! =a r BASEL I NE - ,.. . ...° :° f rr -r a y 1, v ., ., l ' _ F J AS PER ,sem ELEV. +O.O' PER PAGE 0-005 G I ( I I > N W STUD TO 5 ¢ 9 'f A-401 — — — FLOOR ASSEMBLY I L —I y A-401 BAIEMENTI I I I II I I I I , I SII I I - I A-401 I I I I � - I I SF-GTION A /A-SOI I I ! - ---------^____^___�— SCALE: I/4" = I'-O" I I I I I R.R. A-5 FEF-1, Ft Al`!S R.R. AS PER PLANS - Z it uj O I I it I V I I •I I Ell I I I I I� I i I i I i I I I I i - I , CONNECTION 'BI' AS : I I PER PAGE 6-003 � NEW R.R. TO G.J. Q I i i II 'I liI I II I I C.J. AS PER PLAN - I PROJECT: ROVALTO ROW 3 FAMILY ROOM GL. BEDROOM 5 5 LOT 9 DESIGN B 2.OE 2X6 LVL STUD WALL;ALL AREAS WHERE WALL IS ABOVE' TO FLOOR SYSTEM;PROVCOX �+ p IN51DEIOF WALLYPRIOR TOAOOD COX NECK ROAD GYPSUM BOARD INSTALLATION MATTITUCK, NY 11952 � II F.J. AS PER PLANS DRAWING TITLE: BUILDING SECTIONS i I I I DINING ROOM GREAT ROOM - 4 4 PAGE: I � I i - - I ' i . . . . . . . . . . . . . . . . . . . . . IIIlnrryrrrrwtllal'IAinl � ttx . 012621 F.J. AS PER PLANS DATE: / / 11 OF 17 GONNEGTION 'GI A5 I °-;"tAx.As"i-rx",.oxd'xdltt_la"An�.d d-r�tlTl°I°Tdxrdr�a�rAl"x- PcR PAGE G-00,5__ b NEW 5-i-UD TO - I FLOOR A55EMBLY BASEMENT MEGH. ROOM y„1 SEGTION B /A-SOI SCALE: 1/4" = 1'-0" II if BUILDING SECTION NOTES <C O NEW ROOFING NOTE (TYP.): 0 W I. INSTALL NEW ASPHALT ROOFING 5HINSLE5 W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER Q 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWD OO5HEATHIN5 (BLOCK ALL SEAMS) 5. GAP 5HINSLE OVER RIDGE 8 HIPS (AS REOV) TOP RIDGE HEIGHT -------- - A I, b.PROVIDE RIDSE VENT (AS REOV) ELEV. +28.6' - -I. FLASH ALL VALLEYS -- - _ B.INSTALL DRIP EDGE AS REQ'D - -- 9. INSTALL ALL AS PER MANU. SPEC.'S I , - I — U a. TYP. ROOFING (SEE (4) 3/8" H.D.G. LAG SECTION NOTES) � wiu _ O--I> BOLTS (PREDRILLED) TYP. ROOF CONSTRUCTION J `flU-1NO m �YQ � U= MIN. 4" BETWEEN EDGES OF I SEE SECTION NOTES) 5/4"xb" F.T. SIMPSON' H2.5A 0 m I-1;2" 5GUARE BALUSTER DECK BOARDS P.T. DECK JOISTS A5 \ _ RAFTER TIE CLR' (STYLE TO SELECT) NOTED ON PLANS 51MP50N H2.5A RAFTER 5/4" x REO'DI- TIE (OR EQUAL) HEIGHT P.T. RISER -- �4 I 3/8° THK. H.D. 5/4"xb" P.T. DECK 3/8" THK. PL. GALV. PL. G.J. AS PER PLAN BOARDS DECK BOARDS 2"x BLoGKIN6 a EA. I�� z FASCIA BOARD Z STRINGER TO MATCH SIZE OF P.T. DECK JOISTS GAF PLATE 'A' (2) I/2"0 HOT DIPPED GALV. FASTEN STRINGER TO BEAM AS PER PLAN FOR BOLTS ® EA. POST w/ OVERSIZED BLOCKING (MIN. 6 FOR CONNECTION OF STL. COL. TO (2) I-3/4 WIDE Q P.T. D.J. As —WA5HERS B END NUT PREBORED FASTENERS) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER PER PLAN cV INTO BEAM, POST, DECK TIE B " RIM BOARD A55EM5ELY NOSING lTypJ (FORK 550N OPLY BM) P.T. BEAM AS NOTED 2"x12" P.T. STRINGERS ® 16" NEW " VANIZ N" LU IST -1 00 'ry Z SOLID BLOCK ® 12" O.G. 4' THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® "SIM(FOR FLY B/4 GALVANIZED JOIST J_ OF STAIR P. GONG. PAD EA. STAIRWAY) HANGER Z 0) Q (FOR 2 PLY BM) a d' Q (2) 51MP50N DJT14Z (1) 1/2NP H.D. 6ALV. THRU DECK JOIST TIE ® Z � 4 BOLT w/OVERSIZED WASHER EA. POST BEND NUT PREBORED INTO 2"xb" P.T. BLOCK IN BETWEEN - NOTE (4) 3/8 H.D.G. LAG P05T B DECK JO15T TIE EA. STRINGER. FA57ENED TO X ALL DEGKIN6 SHALL BE FASTENED BOLTS (PREDRILLED) Q Z r-I "SIMPSON" ABA44 P. GONG. PAD w/ 19/64" x m Q w/ COATED DEGKIN6 SCREWS BY _ N ® COLUMN BA5E� 3-1/2" CONCRETE 5CREW5 BY r x "DECK MATE" (OR EQUAL) — LL. j (b cV 4"x4" P.T. POST "GALIBURN" (OR EQUAL) - MIN. (3) 50REW5 PER BLOCK O" MIN. //l \\\ O L0 GRADE / II GRADE GRADE I I = 1H J O &"(P 'SONOTUBE' FILLED Ij - I\ PERMAGAST SOLID w/ P. GONG. u - (MIN. 4,000 PSI) // PER PLANCOLUMNS AS UJI P1(2) #4 HOR. REBAR I EXTERIOR 1 10017 STAIR 17E7A I L 31/3" 7H< FL. Y4 if v UPON (2) #4 HOR. _ _ „ REBAR (4 TOTAL) 3/S" THK. H.D. Fo- II (I) #5 BENT A-401.00 SCALE: 3/4 I O I2�� GALV. PL. U OBAR ® Ib" GAP PLATE 'B' P 5T BASE PER 12"xl2"x8" P. GONG. PAD POST SIZE a ; FTG. (MIN. 4,000 PSU FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE ` I EXTERIOR l�lO0I7 17�G� l7�TA I L LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE FINISHED STONE `"��, ����°""'g ', •„ DIMENSIONAL LUMBER OR 5.25" WIDE PSL ..; . -401.00 SCALE: 3/4" 1'-0 = " K 4" GONG. SLAB "\ 2'-O" LAP (TYP) PROVIDE 3" (MIN) GONG. COVER ff f BACKFILL OF ALL REBAR WITHIN P. GONG. ----------fi--- OMPAGTED FOUND. WALLS B P. GONG. FTG'S. PROVIDE STRAPPING B NAILING = 6 � i N "2 EVERY 6" A5 PER CONNECTION 'D' IN I TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, _ ----------- - -- BETWEEN CAVITIES SHEAR, B LATERAL RESISTANCE" t T /4 EXTEND FOUN. PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. I I I WALL AND FTG. (WHEN APPLICABLE) I I I z AT COL. PER —— 3-1/2" O.D. SCH. 40 HOT FOUND. PLAN j FLOOR SYSTEM ASNEW (2) 2"xb" P.T. SILL PLATES �I DIP OALV. STL. COL. p NOTED ON PLAN UPON SILL SEAL UPON COPPER I I (ASTM A123) AS PER -' ERMITE SHIELD #5 REBAR (TYP.) PLAN WELDED TO PL. _ NEW 5/5"(P 5/8 HOOKED ANCHOR Ip- 8"x8"x3/8" THK. I I �� i I BOLTS ® 39" O.G. w/3" 5OUARE #5 BENT p I \I STL. BASE PL. 1 WA5HER B ENDNUT REBAR (TYP) f I I u! j (4) 1/2" HOOKED ANCHOR j ). I I BOLTS EMBEDDED INTO FOOTING MIN. 4" w/ OVERSIZED I WASHER AND END NUT SETUP G I /moi I II '° GRAVEI I I �1 I , #4 HOOKED VERT. REBAR ® 45" O.C. _e.__".."_..._".._._ � _"._.."."_ n _. ._...... .___....__ . II BASE FLATS 'A' I1 �. GOVERE17 FORGH 17E7A I L CORNER CONNECTIONA-401.00 „ _ „ W I 1jra _{ II SCALE. 3/4 I O � 0 o . 1 I )1 ( .... #5 REBAR (TYP) 2'(TP.) LAP 4 __- -- (O I h ..__._. . !_ I CNI ---- --- - ----- ---- P. GONG. FOUND. WALL 1j.. f---1 --------- Q I (MIN. 4,000 PSI) II ' j I i PROJECT: #4 HOR. CONT. REBAR ® TOP, MIDDLE, B BOTTOM OFI1 I I I I OVA L�'® G W WALL (3 TOTAL) I I FLOOR P. GONG. GOVT. FTG. II NOTED ON PTEAM As LOT 9 DESIGN B (MIN. 4,000 PSI) 1f (3) #5 HOR. CONT. REBAR 11. _•••""" - . I W "� J a I I I #5 BENT NEW STL. GAP PL. 'A' FLOOR WOOD BEAM --------------------------- REBAR (TYP) WELDED TO COL.;SEE AS NOTED ON PLAN 4" P. GONG. SLAB 11 _ O I I I GAP PL. DETAILS COX NECK ROAD _...____ ..._........ I ( ............................... iv I i NEW 3-1/2" O.D. 5CH 40 MATTITUCK NY 11952 �w ti I NEW BASE PLATE 'A' OT DIP 6 V. STL. OL. H AL bCMIL \POLY �1j O. I WELDED TO COL.;SEE (ASTMA125) AS PERC LS FOP, ix �- ffi FOUND. PLAN BY 51M II I SASE PL. DETABOLTING STEEL (OR EQUAL) DRAWING TITLE: MOISTURE RETARDER - - ---------- f 4" GRAVEL BASE; m i I ? ......._._......_._.__...._ I I I PRovIDE GOLD JOINT c NC SLAB DESIGN DETAILS " 113- AT GONG SEAMS ( ) ! _............... I .__....._.... TYP PROV. GLEAN ? _ T YE COMPAC. FILL E t I f # 1 3 TI ON - A-401.00 SCALE: = It .� PAGE:4" GRAVEL BA5E / NEW (3) #5 HOR.FOUNr )ATION MALL 7 =TAIL REBAR OVERLAP DETAIL ' REBAR UPON (3) #5 3/4" I -O 10 1r1EW 24"x24"xl2" j HOR. REBAR (6 TOTAL) A-401.00 SCALE: 3/4" = 1'-O" DIE—F P. GONG. PAD !I [ A-4A"' FTG. (MIN. 4,000 PSI) __._?__....__._-:„:-::.,.-..—.--....._...."...["............::::>` COMPACTED FILL DATE: 01/26/21 13 OF 17 —� STEEL GOLUMIN FOOT 1 NO 17E7A I L a.•� f A-401.00 SCALE: 3/4" = 1'-0" 74 ` 5 0 F �F, r ,;,. '� I 1; OE I FERAL SNr�50L <ENr : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTLLj WOOD FRAME (L.O. STL. uj ` EXISTING TO REMAIN WHEN APPL I GABLE)REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL o WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPL I GABLE) (MIN. (2) 2"xb" STRUCTURAL J 1— PO5T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. CIL WHEN APPLICABLE) - Z 2 I Q � I W J El > illJ 00 Z 0 0 0 QZ � imwCN cb � Lo o w - d w F-1 I O !P u MECH. ROOM X � • • . R tc I - Q r-- - I � LA � — — — F.J. ® I6" O.G. 1 tb (5) 11.8-I5 2.01= O-P LVL (5) 11.875 2.OE 0-P LVL ' ! Q 2' 6" P.T.' DROPPED GIRDER DROPPED GIRDER __! • " • ------ - -- ! • I I Qw 2"x8" P.T. LEDGER - w dJ p Q i BASEMENT n I I Lc UNFINISHED UNHEATED 1865 S.F. BOARD BELOW F.J., OR ROGIGWALL INSULATION BETWEEN F.J. I w PROVIDE U 51MP50N 1 (2) 11.8"15 2.OE 5,-P LV I J015T I w -- - -- ------� -- DROPPED 61RDER — — HANGER -- -o - o- - -- --- --� -— — --- w I I � I I 0 I PROJECT: I> I>< t- o QYALTO i p O � w LOT 9 DESIGN B I� Qw d wo DBL. 11.815 LVL HDR. PROVIDE ---_-_-_-- --- SIMP50N r-JOIST I HANGER I N OP WI 60 II 1/8" COX NECK ROAD F.J. ® I6" O.G. MATTITUCK, NY 11952 I � - - ✓- -- -- - - - � I DRAWING TITLE: - - - j _ { PROPOSED STRUCTURAL PLAN I'-2" I i I ! PAGE: Q ■ i 4 m DATE: 01/26/21 14 OF 17 Q 'a FROFOSEr�) FOUNDAI-10i 57 UCTU` AL PLAN ---- -- --- SCALE: 1/4" - ('-D° ,T. a OENERAL NEW PARTIAL HEIGHT - EXISTING TO BE DEMOLISHED WOOD 'W OOD FRAME (L.G. 5TL. EXISTING TO REMAIN ,J WHEN APPLICABLE) --{ NEW FOUNDATION WALL F NEW WOOD FRAME (L.G. Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL [Q WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J H NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. - d WOOD FRAME (L.G. 5TL. WHEN APPL I GABLE) ct Q Z 0 I � H I I Q � W J J 0o (5) 2"x10" P.T. GIRDER (5) 2"x10" P.T. GIRDER e- - - - -- - - - �- - - - � Z a) 0 T-i 0 I 4 RAISED MASONRY PATIO 1 Z I N V' W (D N = Lo 0 TRP. P05T TRP. POST TO HDR. TO HDR. LIJ LVL HDR Q V DW Lu I_ C-)-- - - - C J I Lu llnO�V Qp ` w -- ... ... KITCHEN z_ z GREAT ROOM " {& RAISED MASONRY PATIO „•r O LN = I w 4� (2) q.5" LVL HEADER — i (2) 2"x10" DROPPED (2) q.5" LVL DROPPED HDR. HT. HDR., 8' HDR. HT. TRP. POST TRP. POS DBL. POST TO HDR. TO HDR. TO HDR. z �i Q PANTRY �5 X cm — x 7. BEDROOM I 2 z z DRP. HE DER LVL FLI 15H HDR A-401 Ul Q MUDROOM _ A-401 U, LL z to IL `} .L- II V8" OPEN VEE ENGINEER TRU55 F.J. ® O -- - DE51ON BY iANUPAOTURE tn Q tn WALK-IN I z Q Q GL SET 777 - - i Vu. I s I I I i - - --- - z Oz DINING.ROOM a Ln Lu ® aw w lu z �z Q 4 u�i v DBL. POST ! w <w IQ ( I- V Q TO HDR. CL xLn -- --- T11 IN ILZ Lj w j cY p ry BATHROOM I -- - - - - — — — --- - z IL OQ 2 GAR GARAGE j o r ( PARTIAL IL - - -- -- — ---- - --- t - - z Qz r• LnI HEIGHT - Ul lu Lu LU O z (2) 11.875 LVL FLUSH OL =O ®wN DB . PO POST -. PROJECT: ECT:TO HDRIL _ —(:2) 1.5" LVL - - - -— - - ---- -- DSLPOST r FLUS HDR., .(2) I1.87� = IL t L\/L F ��H L DBL. POST L. �. TO HDR. TO HDR. ®YA LTO ROW A-30 II LOT 9 DESIGN B , N I —Q JOIST HANGER NOTE: N ---- F YER PROVIDE HANGERS rTo EAV ALLR5.1. AT FLUSH ° PARLOR COX NECK ROAD Ir MATTITUCK, NY 11952 DBL. POST II 1/8" OPEN WE ENGINEER TRUSS Id HALF-BATH TO HDR. F.J. ® 6" O.G. I\\\ 42 5.F. DESIGN BY 1ANUFACTURZ DRAWING TITLE: _ (2) 11.875 LVL HEADER (2) 11.8'1. LVL H ADER - - -DRAWING-TITLE: ---- q'-O"W XS'-O"H ARAGE DOOR q'-O"W X8'-O"H C�AR.A&E D5&7— ® 2.0E 2X6 - - PROPOSED STRUCTURAL PLAN LVL STUD WALL;PROV. RAISED ' AT INTER. MASONRY OF 5TUD - WALL PATIO -- - ------ PAGE: (s) gs° L\/L GIRDER_ -$-� 0 Q � D 0 2 DATE: 01/26/21 15 OF 17 - o < m Q "amu„0 F i�ROFCSE1� FIRST FLOOR STRUCTURAL. FLAN � SCALE: 1/4" = P-O" 0ENERAL ERAL 5 I �vI50L <E� a _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT °.' .F ': WOOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) W J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. P05T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J POST FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. o WHEN APPLICABLE) d Z O � Q Z D Q � W J J 00 Z 0 rl X-'1 r-I Q Z r1 W W 0 LA m r-1 Lo w D w Z J I cr Q , P051 TO RID ABOVE 77,71 ytx X O ° C - Q POST TO RIDGE ABOVE BEDROOM 2 BEDROOM 5 2"x8" G.T. G.T. ® 16" O.G. 9 FEET ABOVE FF WOOD ECK - - , POST TO RIDGE ABOVE - - -- I i I Y i j I IT y I ! j LA.UNDRY, I ! I ROOM --- 2"x8" C.T. j G.T. ® IW O.G. 9 FEET AB FF I � BEDROOM 4 � z FAMILY ROOM v IL P7'9 IL JL L IL O> ~ Q ! ry .w N t-W j W v IL V IL lY Q 1 POST TO RIDGE ABOVE POST TO = RIDGE ABOVE _ ----- — B�.THr20Q�M 2 -� � PROJECT: F05T TO POST To__--- � � � GL, (2) POST TO N RIDGE ABOVE RIDGE ABOVE f HEADER NEW (2) 1.75"xll.8'i5" G.P. ;L 2.OE LVL FLUSH HEADER - ! �l OYA LT® ROW - -- -- ---- - L®1" ®ES[GRI RIDGE ABOVE (2) HEADER — —-- -- - POST TO , Q TPL. POST TFL. POEN -►I TO RIDGE /-TO R!DGE — �) Vol: 'ATTIC COX NECK ROAD N r I ; r WALK-IN -; ; I BATHROOM 5 MATTITUCK, NY 11952 CLOSET I . j DRAWING TITLE:-- -- -- ---- ------- I PROPOSED STRUCTURAL PLAN i (2) 9.5' LVL HDR PAGE: �:::.<a...r .,.,.<: - POST TO --- "..... .. - ......, �.:..... ... RIDGE ABOVE w . 00 I i DATE: 01/26/21 16 OF 17 tf� v 4 4 FROFOSED SECGC, ND FLOO STRUCTURAL PLAN ��. .o SCALE: I/4" = 1'-0" a . Q 0 Lu Lu J Q O J H Z O Z Q � Lu J J 00 z � cfl Z >: 4 � Z ri N W CQ r- Lo O J O Lu H . W 2 J U J 7"T IN 4"FRESH AIR VENT J I L THROUGH ROOF k 5, Q I Q 1 B ATHROOM 2 BATHROOM 5 2" LAUNDRY BATHROOM 2 BATHROOM 5 I LAUNDRY LP _ r I I I ALL WORK ORK I I I NOTE: d _-T I I I I I SHALL CONFORM TO 2ii I COL.A�RY G CI j ALL PLUMBING d 2" _ �_- I I 2"I I I O LOCAL PLUMBINODE FUEL GAS WORK 1 I I I I i p SHALL CONFORM u r I 1 1 2"1 1 1 I 1 I u I I I I TO LOCAL I I 1 I I I I 1, I 5" PROVIDE"ABESGO FP200 FR O I 14 LL PL.UMBIN6 CODE 3 .B 1 .B 1 12 1 1 EXPANDIN6 FOAM"(OR EQUAL) Qd 1 1 I I 9 4 AT ALL PENETRATIONS IN FIRE $ I :3 U I j; I j; 1 Qa U I I; I I� 1 Qd E D o FULL 6As RATED MALLS AND w ; W.G. I 3 I I- 14Wim. ISHOWER 'I 2 CONFORM/CS ITO AST PE0814,T � \I 1U \I lu -1 1J I iry TUg \I 1u \I 10 \' �7 ' S F-----� HATER �i PIPING PENETRATIONS, _ _ W� 1 I " 1 (V I� "I "I " ill cVl n, HOWER " 1 TUB 1 III HASHERAST E 84,AND UL 14"!9 I 1 -I I I -I -I I 1 -�� - I. PROVIDE"ABE5G0 FP200 F+2 1 &------- I m ----1 --L�------------- 1 ---- I�- --� ------- TER - - - - - ----- —---i EXPANDING FOAM"(OR EQUALU 1 G.O. -- - 2 5.. 2 I G.O. tS ..- -' -' - - - '- -� - - - - ._. _ .-. _. _. _..may_ .-..- - -..._ts- - - - - . I .._.._..� SUrPLY AT ALL PENETRATIONS AT MALLS ---- � - -- - -- - -- - ---- - - -- -- --- - - --- - - 1 , � -------------------------- ------- ----- - - - -. ..-- -- - -.__ _.- �- - ----- i-�---- --------------� 'iI AND FLOORS/CEILINGS. i I 2.PRODUCT CONFORMS TO AST E BATHROOM I KITCHEN - HALF BATH 6ATHROOM I 614,A5T E 84,AND UL 14?9 HALF BATH _ - - NOTE: I PROVIDE"ABES00 FP200 FR .-_ ALL PLUMBING WORK KITCHEN I EXPANDING FOAM"(OR EQUAL) -�~ I SHALL CONFORM TO j AT ALL PENETRATIONS IN FIRE __ -r-- LOCAL PLUMBING CODE I RATED WALLS AND _ OUT O I GONNrOM RRC5TO A5 Q 1 K PRODUCT KITCHEN ! I OM 2 2" '_--? CI I I j I AS REO D I I p� I i A5T E 84,AND UL 14"!4 1 B I 1211 I2" I 5 ~ 1 � 'I, I 1 LL i PROVIDE F.A.I. I 1g O O I 13 I 13 1 -< � 1 3 I 1 _� I FIREPLACE to V W.G. W.G. =1 V =1 V $1 3 $1 K 1U n 1 1 a I- I I-� 1-�" I -I �_ I 1_ - Z ! 1 I TUB SHOWER I- Lvl Try ^� m nl I� �I I� "1 n r u SHOWER cU 1n 1 i VENT W DVN I -1 G.O.-- - --- - --- --- --- - 2 ---- - 2 -- - ------' - - - - - - - �8- - - � - - - - - - '} - I _ --�II RANGE m L 6 _ _ _ I RE6ULftroR 5.. 5.. �-------- L. - - - -- --- - " I I GAS SUPPLY ! - --I--- --- --- - --.._...-- G.O. I I 4" I > --{ 4"HOUSE I w MAIN DRAIN C.O. I I TO STREET I j WATER MAIN TO GAS MAIN --- -- --- - --- -- _;._. 4" TO SEPTIC I III ~ 5Y5TEM 1I Lu l i Q I O x RST PORN. x 0 [SEE,1 �7 - - - - "; - -- -- -------- j PROJECT: ROYALTON ROW LOT 9 DESIGN B COX NECK ROAD FL.UME31 N RISER - I RA I N / NASTE / VENT FLUME31 NO RISER - SUFFLY' CCAS RISER - 5L)FFL N' MATTITUCK, NY 11952 SCALE: NTS SCALE: NTS 5GALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: DATE: 01/26/21 17 OF 17