Loading...
HomeMy WebLinkAbout49238-Z o�OS�FF, G Town of Southold 9/27/2024 a y P.O.Box 1179 o _ ,c 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45597 Date: 9/27/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 905 Willow Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 22.-5-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/11/2023 pursuant to which Building Permit No. 49238 dated 5/15/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front entry,rear covered porch, second floor balcony and attached garage as applied for. The certificate is issued to Bletsas,John&Kathy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0069 8/26/2024 ELECTRICAL CERTIFICATE NO. 49238 9/12/2024 PLUMBERS CERTIFICATION DATED 5/9/2024 Richard annarrella Ao0zed i nature p�SUFFocK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE "o • , SOUTHOLD, NY d p! col� yap, 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#: 49238 Date: 5/15/2023 Permission is hereby granted to: Bletsas, John 37-20 58th St Woodside, NY 11377 . To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 905 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-12 Pursuant to application dated 4/11/2023 and approved by the Building Inspector. To expire on 11/13/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,420.40 CO-NEW DWELLING $50.00 Total: $2,470.40 Building Inspector pF SO(/ryol ti O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.deviinA-town.southold.ny.us Southold,NY 11971-0959 eOUNN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Bletsas Address: 905 Willow Dr city:East Marion st: NY zip: 11939 Building Permit#: 49238 Section: 22 Block: 5 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Instone Electric Corp License No: 66421 ME 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 Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 110 Ceiling Fixtures 28 Bath Exhaust Fan 13 Service 3 ph Hot Water Gas GFCI Recpt 22 Wall Fixtures 18 Smoke Detectors $ Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 174 CO Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 9 Combo Smoke/CO 7 Transfer Switch 150X2 UC Lights 16' Dryer Recpt 3 Gas Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 96 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Fridge, Mini Fridge(2), Oven, DW(2), Hood, Micro, W/D(3), MiniSplit Notes: Two Story w/ Finished Basement Inspector Signature: Date: September 12, 2024 S.Devlin-Cert Electrical Compliance Form Copy oF souryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 YQ sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Bletsas Address: 905 Willow Dr city:East Marion st: NY zip: 11939 Building Permit#: 49238 Section: 22 Block: 5 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Instone Electric Corp License No: 66421 ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan - Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 300A Meterpan w/ 100A Temp Panel Notes: Service Inspector Signature: Date: September 12,.2023 S.Devlin-Cert Electrical Compliance Form MADII HoM v l pF SO�r�o�o Town Hall Annex .ML, Telephone(631)765-1802 V _ T 54375 Main Road Fax(631)765-9502 ; P.O.Box 1179 G Southold,NY 11971-0959 D } MUNT`(.,���'. BUILDING DEPARTMENT TOWN OF SOUTHOLD i i i i C1ERTI.PMAT_ION fI I Date: Building Permit No. I Owner:. Jolw BL-E nS { (Please print) . i Plumber: R IWARD I C A1v.14 eREu.A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1 lead. umbers Signature) Swom to before me this day of HOA( , 20_2H_ Notary Public, _ County OARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 A00019644 Qualified in Suffolk County Commission Expires January 9,2028 aoFsoulyo# ` TOWN OF SOUTHOLD BUILDING DEPT. uto, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �W.0-6 ow , t� DATE INSPECTOR / ho�aOF SOGlyolo O f d-r✓ S' - -- # TOW «(OsssF SOUTHOL BUILDING DE T- �o . ,o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR �o��OF SOUTyo� CDS V " # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) -[ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: �� DATE INSPECTOR OE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ( f FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O [ ] RENTAL REMARKS. 6L4k-jAAl/\-� 1'4U 41 , A 10(joiln"l- &Xvtv 61 - DATE INSPECTOR/grn 1%/AA OF SOUTyo<o * TOWN OF SOUTH OLD'.BUILDING DEPT. °ycoum,��''� 631-765-1802 q�ti � A-NSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINALA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ► CU ht Aoi6 xwvuo �Aupvq, -A--t nzn " G4,, 0 OA,4,(�G49� Oovt& QcS� !n:/-At eu DATE INSPECTOR �o�aoFsorry - L. of Z3& aS I/V' Pa 0j i . f TOWN OF SOUTHOLD.BUILDING -DEPT. loorm,��' 631-765-1802 INSPECTION [ ]. FOUNDATION 1ST/ REBAR. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ - ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: G U S 6As 4_ if a I If,91 a Ail VIC A/1 off A,f o G� r c 4 bmc Vrtj OL4/cl-y" nf-?& JZ- ke( 14 oilf4,144 Ll r'r -� pp J N Eec, VA /v �avZ s'f�� u ✓✓Q/ 1 DATE INSPECTOR . i Building Envelope 'and Duct Tightness Report } 2018 IECC as amended by the 2020 New York State-Supplement;.sections R402A.11 and IU03.3.4 Address of Test 905 Willow Drive,-East Marion NY 11039 Test Date 5/28/2024 Building Permit&49239 Compliance Pathway Performance Test Completed by: Christopher�Silvia RESNET'Rater ID# 4150294 Home Energy Solutions NATE ID# 187'East Ml in Street ICC D# Huntington;NY-11143 BPI# 631-673-0664 Building Env_eWe Tightness Volume Calculation : Check:if ondit Cioned Basement ' Floor Area Volume � . Basement .2514 25.646 O;Conditioned.Crawl'Space 1 2514 ' 25136 E Seal'ed Attic 2nd 1849. 22973 *The conditioned floor area of,dw.elling is calculated in 3rd accordance with ANSPZ765,:eiccept that conditioned�,fl'oor Attic 9550 includes.a eas where,the ceiling"height is less,than 5 Total Volume '83305 ft. I CFM @50 pa 41r53:3 Air changes/hr@51,7 a 199 Code.Compliance:F, Pass: Duct Tightness: Post,C.onstruction'Te = .otal.D:uct eakage 'System-1: Within,Condition Space Duct Location Conditioned.Space Floor Area Leakage CF1VI @ 25pa N/A CFiV1/100 ftZ=CFA N/A Code Compliance:;' Exempt. System-2: Within,Condition Space Duct Location Conditioned Space ------------------------ Floor Area Leakage -CFM @:25pa N/A CFNVA00 $?CFA N/A 'Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM>@ 25pa N/A CFM/.100 ftZ GA N/A Code Compliance:, Exempt All building envelope,tightness has been{;verifiE±grand"conducted in accordance with RESNET/ICC.380'ASTM E779 or ASTM.E18V, as required by 2018 IECC as amendsd;'by-thb*�9020;I\ew:York State Supplement, section R402.4.1.2.The building duct;and pleriurn system has been verified as require-&byitl a 20184LCG-a's.amended by 2020 New York State,Supplement,'Section R403.3.4. Signature: ✓' Date: 5f28/2024 _ C isto'pliervrSdviaY T'oioeREutergy Solutions 905 Willow Dr HVAC Load Calculations for John Bletsas 905 Willow Dr East Marion NY 11939 z G 9 `-a RHVACRI�SID�N`i'IAL WAC LOADS Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Wednesday,April 12, 2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 2 Load Preview Report Sysi Sys Sy Has Net Rec ft. Sen Lat Net Sen Htg Clg Ad Scope AED Ton Ton /To Area Gain Gain Gain Lass CFM. CFM CFM Building 6.91 8.08 560 4,524 72,693 10,282 82,975 82,313 1,018 3,237 3,23 System 1 lstFISystem No 4.60 5.14 471 2,423 46,258 8,901 55,159 50,095 625 2,070 2,07 Ventilation 823 427 1250 2,041 30 30 3 Supply Duct Latent 819 819 Realm Duct 0 5 5 9 Zone 1 2,423 45,435 7,650 53,085 48,045 625 2,070 2,07 1-1sl FI Mudroom 237 2,736 184 2,920 5,900 77 125 125 2-lsl FI Kithen 301 1,455 74 1,529 2,997 39 66 6 3-lsl FI Kiichen Nook 42 1,935 97 2,032 3,140 41 88 8 4-lsl FI Pantry/Stairs/Hall/Closets 165 2,418 74 2,492 2,801 36 110 11 5-tsl FI Front Foyer 107 8,071 161 8232 6,985 91 368 3 6-tsl FI Main Foyer 438 1,394 52 1,446 2,476 32 64 6 7-isl FI Great Room 315 11,148 6,122 17,270 5,556 72 508 508 8-tsl FI Dining Room 198 1,305 49 1,354 2,361 31 59 5 9-1sl FI Bed#1 /Bath#1/Powder Rm/Walk-in 415 6,390 223 6,613 7,653 100 291 291 10-1 sl FI Den 205 8,583 614 9,197 8,177 106 391 391 System 2 2nd FI System No 232 2.94 715 2,101 26,435 1,381 27,816 32,218 393 1,167 1,16 Ventilation 823 427 1250 2,041 30 30 3 Zone 1 2,101 25,612 954 26,566 30,177 393 1,167 1,16 11-2nd FI Master Bedroom 245 4,268 128 4,396 4,249 55 194 194 12-2nd FI Master Water Closet 25 680 44 724 1,005 13 31 31 13-2nd FI Master Bath/Walk-in/Foyer 370 3,941 177 4,118 5,272 69 180 180 14-2nd FI Bed#4/Walk-ins/Laundry/Hall 441 4,199 ill 4,310 4,399 57 191 191 15-2nd FI Front Foyer(Open To Below) 107 3,305 146 3,451 3,956 52 151 151 16-2nd FI Main Foyer(below) 251 1,383 26 1,409 1,565 20 63 6 17-2nd FI Bed#2 147 2,524 94 2,618 2,923 38 115 11 18-2nd FI Bed#3/Bath#4/Hall Closet/Hall 324 2,863 79 2,942 3,106 40 130 130 19-2nd FI Bath#2/Bath#3/Walk-ins 192 2,449 149 2,598 3,702 48 112 1119 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr Bay Shore,NY 11706 Page 3 System 1 - 1st FI System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 80,000 � 60,000 m 40,000 0 50.6% Diff.from Avg. (4,476 Btuh Excursion) 20,000 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 / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Caktiort - --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 50.6%. AED Excursion (amount by which peak exceeds 1.3 x average): 4,476 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr E Bay Shore, NY 11706 Page 4 System 2 - 2nd FI System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40.000-- 30,000 � ,- L 7 m 20,000 36.3% Diff.from Avg. (822 Btuh Excursion) c7 m 10,000 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 / 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 36.3%. AED Excursion (amount by which peak exceeds 1.3 x average): 822 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 - -- --- ---- - Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 15.7 273 0 207 207 N: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 78 1,548 0 1,478 1,478 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 80.2 1,590 0 2,631 2,631 DT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33.2 660 0 1,092 1,092 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 74.7 1,482 0 2,450 2,450 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 85.3 1,692 0 2,802 2,802 0.4 104: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 105: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 107: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 69.3 1,376 0 2,509 2,509 FT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 34.7 688 0 1,138 1,138 GT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 395 395 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 140.8 2,795 0 5,232 5,232 201: Glazing- 42 833 0 1,661 1,661 201-A: Glazing- 28 556 0 1,108 1,108 KT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32 636 0 1,264 1,264 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 24.2 480 0 794 794 AT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 47.1 936 0 1,548 1,548 M: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,124 1,124 LT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,125 1,125 P: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 38.1 756 0 1,251 1,251 Q: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 23 456 0 831 831 J: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.7 370 0 613 613 L: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,125 1,125 HT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 15 298 0 595 595 108: Door-R5 Door, U-value 0.2 20 248 0 144 144 119: Door-R5 Door, U-value 0.2 20 248 0 144 144 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 3075 12,772 0 7,029 7,029 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2667.4 9,096 0 7,337 7,337 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2422.7 5,570 0 2,247 2,247 R30, U-value 0.049 Subtotals for structure: 50,633 0 52,558 52,558 People: 32 6,400 7,360 13,760 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,993 825 1,581 2,406 Infiltration: Winter CFM: 332, Summer CFM: 155 22,605 2,204 4,250 6,454 Ventilation: Winter CFM: 60, Summer CFM: 60 4,082 853 1,646 2,499 AED Excursion: 0 0 5,298 5,298 Total Building Load Totals: 82,313 10,282 72,693 82,975 Check Figures Total Building Supply CFM: 3,237 CFM Per Square ft.: 0.716 Square ft. of Room Area: 4,524 Square ft. Per Ton: 560 Volume (ft3): 43,372 Buildi Loads Total Heating Required Including Ventilation Air: 82,313 Btuh 82.313 MBH Total Sensible Gain: 72,693 Btuh 88 % C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr j Bay Shore,NY 11706 _ Pa e 6 Total Building Summary Loads (conVd) Buildi Loads _ __ �'� Total Latent Gain: 10,282 Btuh 12 % Total Cooling Required Including Ventilation Air: 82,975 Btuh 6.91 Tons (Based On Sensible + Latent) 8.08 Tons (Based On 75%Sensible Capacity) 'Notes __ __. Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, 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. - C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 7 Building Bar Graph 25,000 20,000 15,000 Building Loss 82,313 10,000 Btu h 5,000 0 Floor 7% Wall 16% Door 1% Infiltration 27% Roof 11% Glass 28% Ductwork 6% Ventilation 5% 40,000 30,000 Building 20,000 Gain 82,975 Btu h 10,000 0 - Floor 3% Wall 8% Door 0% Ductwork 3% Ventilation 3% Roof 9% Glass 43% People 17% Infiltration 8% AED Excursion 6% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 8 System 1 1 st FI System Summary Loads Component Area Sen Lat Sen Description IV Quan Loss Gain Gain G A:Glazing-.28/ .32, U-value 0.28, SHGC 0.32 15.7 273 0 207 207 N: Glazing-.28/.32, U-value 0.32, SHGC 0.4 78 1,548 0 1,478 1,478 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 64.5 1,278 0 2,115 2,115 DT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33.2 660 0 1,092 1,092 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 74.7 1,482 0 2,450 2,450 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 85.3 1,692 0 2,802 2,802 0.4 104: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 105: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 107: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 69.3 1,376 0 2,509 2,509 FT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 34.7 688 0 1,138 1,138 GT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 395 395 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 140.8 2,795 0 5,232 5,232 108: Door-135 Door, U-value 0.2 20 248 0 144 144 119: Door-R5 Door, U-value 0.2 20 248 0 144 144 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 1492 6,195 0 3,412 3,412 R49: Roof/Ceiling-Under Attic with Insulation on Attic 566 1,930 0 1,557 1,557 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2422.7 5,570 0 2,247 2,247 R30, U-value 0.049 Subtotals for structure: 29,565 0 29,606 29,606 People: 32 6,400 7,360 13,760 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,993 825 1,581 2,406 Infiltration: Winter CFM: 198, Summer CFM: 88 13,496 1,250 2,412 3,662 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 427 823 1,250 AED Excursion: 0 0 4,476 4,476 System 1 1st FI System Load Totals: 50,095 8,901 46,258 55,159 Check Figures Supply CFM: 2,070 CFM Per Square ft.: 0.855 Square ft. of Room Area: 2,423 Square ft. Per Ton: 471 Volume (ft3): 24,227 SS-stem Loads - _ ___ _ --- - Total Heating Required Including Ventilation Air: 50,095 Btuh 50.095 MBH Total Sensible Gain: 46,258 Btuh 84 % Total Latent Gain: 8,901 Btuh 16 % Total Cooling Required Including Ventilation Air: 55,159 Btuh 4.60 Tons (Based On Sensible + Latent) 5.14 Tons (Based On 75%Sensible Capacity) Notes _ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr Bay Shore,NY 11706 Page_9J System 2 2nd F/ System Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 201: Glazing- - 42 833 0 1,661 1,661 201-A: Glazing- 28 556 0 1,108 1,108 KT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32 636 0 1,264 1,264 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 24.2 480 0 794 794 AT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 47.1 936 0 1,548 1,548 M: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,124 1,124 LT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,125 1,125 P: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 38.1 756 0 1,251 1,251 Q: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 23 456 0 831 831 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 15.7 312 0 516 516 J: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.7 370 0 613 613 L: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,125 1,125 HT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 15 298 0 595 595 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 1583 6,577 0 3,617 3,617 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2101.4 7,166 0 5,780 5,780 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 21,068 0 22,952 22,952 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 134, Summer CFM: 67 9,109 954 1,838 2,792 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 427 823 1,250 AED Excursion: 0 0 822 822 System 2 2nd FI System Load Totals: 32,218 1,381 26,435 27,816 Check Figures Supply CFM: 1,167 CFM Per Square ft.: 0.555 Square ft. of Room Area: 2,101 Square ft. Per Ton: 715 Volume (ft3): 19,145 S�rstem Loads Total Heating Required Including Ventilation Air: 32,218 Btuh 32.218 MBH Total Sensible Gain: 26,435 Btuh 95 % Total Latent Gain: 1,381 Btuh 5 % Total Cooling Required Including Ventilation Air: 27,816 Btuh 2.32 Tons (Based On Sensible + Latent) 2.94 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Ahvac-ResBuilding Consulting HVAC Loads Elite Software Deve1g Willow Ilow Dr !, Bay Shore,NY 11706 ■ _ Page 10, System 1 1st FI System Bar Graph 20,000 15,000 System 1 1st FI 10,000 System Loss 50,095 Btu 5,000 0 Floor 11% Wall 12% Door 1% Infiltration 27% Roof 4% Glass 31% Ductwork 10% Ventilation 4% 25,000 20,000 System 15,000 1 1st FI System Gain 10,000 55,159 Btuh 5,000 0 Floor 4% Wall 6% Door 1% Ductwork 4% Ventilation 2% Roof 3% Glass 40% People 25% Infiltration 7% AED Excursion 8% CAUsers\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore NY 11706 Page 11 System 2 2nd F1 System Bar Graph 10,000 8,000 System 6,000 2 2nd FI System 4,000 Loss 32,218 Btuh 2,000 0 Roof 22% Glass 23% Ventilation 6% Wall 20% Infiltration 28% 15,000 System 10,000 2 2nd FI System Gain 5,000 27,816 Btu Roof 21% Glass 49% Ventilation 4% Wall 13% Infiltration 10% AED Excursion 3% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 12 Equipment Data --System 1 - 1st FI System Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC6606003 Tradename: CARRIER Outdoor Manufacturer: CARRIER Nominal Capacity: 60,000 Adjusted Capacity: 60000 Adjusted Sensible Capacity: 45000 Adjusted Latent Capacity: 15000 Efficiency: 16 SEER Heating System Type: Hydronic forced air Model: NHB 110 Tradename: NAVIEN Manufacturer: NAVIEN Description: Hydronic boiler Capacity: 55,000 Efficiency: 95 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac--Residential&Light Commercial HVAC Loads E Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore.NY 11706 _ ___ Page 13 Equipment Data - System 2 - 2nd FI System Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC660B003 Tradename: CARRIER Outdoor Manufacturer: CARRIER Nominal Capacity: 60,000 Adjusted Capacity: 60000 Adjusted Sensible Capacity: 45000 Adjusted Latent Capacity: 15000 Efficiency: 16 SEER Heating System Type: Hydronic forced air Model: NHB 110 Tradename: NAVIEN Manufacturer: NAVIEN Description: Hydronic boiler Capacity: 55,000 Efficiency: 95 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM iRhvac-Residential&Light Commercial HVAC Loads ■ Elite software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 14 ---- Manual S Performance Data -stem 1 - 1st FI System Loads and Design Conditions — -- --_ -- - - - - Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 46.258 Outdoor Wet Bulb: 71 Latent Gain: 8.901 Indoor Dry Bulb: 70 Total Gain: 55.159 Indoor RH: 50 Load SHR: 0.84 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 50.095 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.0 Indoor RH: 30 Supply Airflow: 625 Equipment Performance Data at_rstem Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: 24ABC66013003 Nominal Capacity: 60.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 45.000 46.258 97% Latent Capacity: 15.000 8.901 169% Total Capacity: 60.000 55.159 109% Heating: Model Type: Hydronic forced air, Model: NHB 110, Nominal Capacity: 55.000, Manufacturer: NAVIEN Results: Percent Load of Load Heating Capacity: 55.000 50.095 110% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 15 Manual S Performance Data - System 2 - 2nd FI System Loads and Desi n Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 26.435 Outdoor Wet Bulb: 71 Latent Gain: 1.381 Indoor Dry Bulb: 70 Total Gain: 27.816 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 32.218 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.3 Indoor RH: 30 Supply Airflow: 393 _guipment Perfomnance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model:24ABC66013003 Nominal Capacity: 60.000, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 45.000 26.435 170% Latent Capacity: 15.000 1.381 1086% Total Capacity: 60.000 27.816 216% Heating: Model Type: Hydronic forced air, Model: NHB 110, Nominal Capacity: 55.000, Manufacturer: NAVIEN Results: Percent Load of Load Heating Capacity: 55.000 32.218 171% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac--Residential&Light Commerdal HVAC Loads Elite Software Development,Inc.] Aberdeen Building Consulting 905 Willow Dr Bay Shore NY 11706 ___ Page 16 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 24,000 ..... .............. . .. .. . 23,000 �^ 22,000 ............................ . 20,000 ................... ......... .. .. . . . ....... . . 19,000 ................. ...... . .. ..... ........... . . . . ...................... . 18,000 ................... .. ...................... .. 17,000 .... ........................................ .......................................... . . 16,000 .............................................. . ................................................ 15,000 ........................................ ....................................................... 14,000 ........................................ ....................................................... 13,000 .......................................................................................... ..... 12,000 ..................................... .............. ..................................... ....... 11,000 ............... ........ .. ..... ... .. ........ .... .. .................................... .......... 10,000 ...................................... .. ....... .. ......................................... ..... 9,000 ...... ............ .... ..................................... ........................... 8,000 ............................................ ..................... ................. . ..... .. 7,000 .......................... ............. .... ............... ... 6,000 .......... ............ ...................................... ........ 5,000 ............ .... .... . . . .............. . . ..................... ........... 4,000 . .. ....... . . . . . . I . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ...... ... .. ........... 3,000 ... ....... 2,000 ... . . . . . . 1,000 -- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day t 1 sl FI Mudroom(7cY4 t 1sl FI Kitchen(201/4 �- 1sl FI Kitchen Nook(589/4 �- 1 sl FI Pantry/ Stairs/ Hall/ Closets(64%) 1 sl FI Front Foyer(770/4 1 sl FI Main Foyer(36°/a 1 sl FI Great Room(120/4 1 sl FI Dining Room(509/4 —— 1 sl FI Bed#1/ Bath#1/ Powder Rm/ Walk-in(619/4 1 sl FI Den(57%) Note:Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 17 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 7,000 . . . . . . . . . . . . . . . . . . . 5,000-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4,000 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . c 3,000�. . .. . . . . . . . . . ..................... ------------------- 2,000 . . . .--. .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . ....................... ............... . 1,000 . . . . . . . .. . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . 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 Time of Day —� 2nd R Master Bedroom(631/4 —F 2nd R Master Water Closet(449/4 �— 2nd R Master Bath/ Walk-in/ Foyer(429/4 �— 2nd Fl Bed#4/ Walk-ins/ Laundry/ Hall(520/4 -- 2nd R Front Foyer(Open To Below)(609/4 2nd Fl Main Foyer(below)(379/4 —T^ 2nd R Bed#2(581/4 -� - 2nd Fl Bed#3/ Bath#4/ Hall Closet/ Hall(499%) 2nd R Bath#2/ Bath#3/ Walk-ins(35% Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Aberdeen Building Consulting ■ - 90 Page e� Bav c-Residential Light Commercial HVAC Loads Elite Software Deve lo ment nc.g,I System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Co Area Sen Lat Description mw-Quan Loss Gain Gain G� --- A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 15.7 273 0 207 207 N: Glazing-.28/.32, U-value 0.32, SHGC 0.4 78 1,548 0 1,478 1,478 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 64.5 1,278 0 2,115 2,115 DT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 33.2 660 0 1,092 1,092 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 74.7 1,482 0 2,450 2,450 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 85.3 1,692 0 2,802 2,802 0.4 104: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 105: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 107: Glazing-French door, .28/ .32, U-value 0.32, SHGC 42.7 846 0 671 671 0.4 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 69.3 1,376 0 2,509 2,509 FT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 34.7 688 0 1,138 1,138 GT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 395 395 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 140.8 2,795 0 5,232 5,232 108: Door-R5 Door, U-value 0.2 20 248 0 144 144 119: Door-R5 Door, U-value 0.2 20 248 0 144 144 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 1492 6,195 0 3,412 3,412 R49: Roof/Ceiling-Under Attic with Insulation on Attic 566 1,930 0 1,557 1,557 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2422.7 5,570 0 2,247 2,247 R30, U-value 0.049 Subtotals for structure: 29,565 0 29,606 29,606 People: 32 6,400 7,360 13,760 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,984 0 1,581 1,581 Infiltration: Winter CFM: 198, Summer CFM: 88 13,496 1,250 2,412 3,662 System 1, Zone 1 Load Totals: 48,045 7,650 45,435 53,085 Check F�ures _ Supply CFM: 2,070 CFM Per Square ft.: 0.855 Square ft. of Room Area: 2,423 Square ft. Per Ton: 495 Volume (ft3): 24,227 Zone Loads Total Heating Required: 48,045 Btuh 48.045 MBH Total Sensible Gain: 45,435 Btuh 86 % Total Latent Gain: 7,650 Btuh 14 % Total Cooling Required: 53,085 Btuh 4.42 Tons (Based On Sensible + Latent) 4.89 Tons (Based On 75%Sensible Capacity) Notes - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore NY 11706 Page 19J System 2, Zone 1 Summary Loads (Average Load Procedure for Room Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 201: Glazing- 42 833 0 1,661 1,661 201-A: Glazing- 28 556 0 1,108 1,108 KT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32 636 0 1,264 1,264 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 24.2 480 0 794 794 AT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 47.1 936 0 1,548 1,548 M: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,124 1,124 LT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 28.4 564 0 1,125 1,125 P: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 38.1 756 0 1,251 1,251 Q: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 23 456 0 831 831 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 15.7 312 0 516 516 J: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 18.7 370 0 613 613 i L: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.4 564 0 1,125 1,125 HT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 15 298 0 595 595 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 1583 6,577 0 3,617 3,617 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2101.4 7,166 0 5,780 5,780 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 21,068 0 22,952 22,952 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 134, Summer CFM: 67 9,109 954 1,838 2,792 System 2, Zone 1 Load Totals: 30,177 954 25,612 26,566 Check Figures Supply CFM: 1,167 CFM Per Square ft.: 0.555 Square ft. of Room Area: 2,101 Square ft. Per Ton: 795 Volume (ft3): 19,145 Zone Loads Total Heating Required: 30,177 Btuh 30.177 W B-H- Total Sensible Gain: 25,612 Btuh 96 % Total Latent Gain: 954 Btuh 4 % Total Cooling Required: 26,566 Btuh 2.21 Tons (Based On Sensible + Latent) 2.64 Tons (Based On 75%Sensible Capacity) Notes -- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, 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. C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 ____Page 20 System 1, Zone 1 Bar Graph 20,000 15,000 I System 1 , Zone 10,000 1 Loss 48,045 Btuh 5,000 0 - Floor 12% Wall 13% Door 1% Infiltration 28% Roof 4% Glass 32% Ductwork 10% 25,000 20,000 System 15,000 1 , Zone 1 Gain 10,000 53,085 Btu h 5,000 j nor 0 Floor 4% Wall 6% Door 1% Ductwork 3% AED Excursion 8% Roof 3% Glass 42% People 26% Infiltration 7% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential al&Light Commercial HVAC Loads ■ Elite Software Development,Inc. 2Inc1 Aberdeen BuildingConsulting905 Willow Dr' �a Bay Shore,NY 11706 -_ — _ �_ ! S stem 2, Zone 1 Bar Graph -- - -- - - - Y P � 10,000 I I 8,000 System 6,000 2, Zone ' 1 Loss 4,000 30,177 Btuh 2,000 I � 0 1- Roof 24% Wall 22% Glass 24% Infiltration 30% 15,000 10,000 System 2, Zone 1 Gain 26,566 5,000 Btuh Roof 22% Glass 51% AED Excursion 3% Wall 14% Infiltration 11% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr Bay Shore,NY 11706 Page 22 Detailed Room Loads Room 1 - 1sl F/Mudroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 237.0 sq.ft. Supply Air: 125 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 2,370 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 62 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 457 ft./min. Percent of Supply: 1 % Runout Air Velocity: 457 ft./min. Actual Winter Infil.: 29 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 13 CFM Item Area -U- Htg Sen C19 Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R21 5.2 X 9 27.2 0.067 4.2 113 2.3 0 62 S -Wall-R21 4 X 9 36 0.067 4.2 150 2.3 0 82 E -Wall-R21 24 X 9 196 0.067 4.2 814 2.3 0 448 N -Wall-R21 4.5 X 9 24.8 0.067 4.2 103 2.3 0 57 E -Door-108 2.5 X 8 20 0.200 12.4 248 7.2 0 144 SW-Door-119 2.5 X 8 20 0.200 12.4 248 7.2 0 144 N -GIs-A shgc-0.32 100%S 15.7 0.280 17.4 273 13.2 0 207 UP-Ceil-R49 237 X 1 237 0.055 3.4 808 2.8 0 652 Floor-R30 Frame 1 X 237 237 0.049 2.3 545 0.9 0 220 Subtotals for Structure: 3,302 0 2,016 Infil.: Win.: 29.2, Sum.: 12.9 340 5.845 1,986 1.045 184 355 Ductwork: 612 95 AED Excursion: 269 Room Totals: 5,900 184 2,736 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 23 Detailed Room Loads - Room 2 - 1 sl F/ Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 13.7 ft. Zone Number: 1 Area: 300.7 sq.ft. Supply Air: 66 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 3,007 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 66 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 486 ft./min. Percent of Supply: 1 % Runout Air Velocity: 486 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.197 in.wg./l00 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss _ HTM Cain Gain SE-Wall-R21 13.6 X 10 116.3 0.067 4.2 483 2.3 0 266 SE-GIs-N shgc-0.4 100%S 19.5 0.320 19.8 387 15.7 0 307 UP-Ceil-R49 97 X 1 97 0.055 3.4 331 2.8 0 267 j Floor-R30 Frame 13.7 X 22 300.7 0.049 2.3 691 0.9 0 279 Subtotals for Structure: 1,892 0 1,119 Infil.: Win.: 11.7, Sum.: 5.2 136 5.846 794 1.045 74 142 Ductwork: 311 51 AED Excursion: 143 Room Totals: 2,997 74 1,455 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 24 l Detailed Room Loads - Room 3 - 1 sl F/ Kitchen Nook (Average Load Procedure) General - ---- -- - l' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 42.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 12.6 AC/hr Volume: 420 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 88 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 647 ft./min. Percent of Supply: 1 % Runout Air Velocity: 647 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.346 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- �MW SW C19 Lat Descrption Quantity Value HTM Loss HTM Gain S -Wall-R21 6 X 10 40.5 0.067 4.2 168 2.3 0 93 SW-Wall-R21 6 X 10 40.5 0.067 4.2 168 2.3 0 93 W -Wall-R21 6 X 10 40.5 0.067 4.2 168 2.3 0 93 S -GIs-N shgc-0.4 100%S 19.5 0.320 19.8 387 15.7 0 307 SW-GIs-N shgc-0.4 100%S 19.5 0.320 19.8 387 15.7 0 307 W -GIs-N shgc-0.4 57%S 19.5 0.320 19.8 387 28.6 0 557 Floor-R30 Frame 1 X 42 42 0.049 2.3 97 0.9 0 39 Subtotals for Structure: 1,762 0 1,489 Infil.: Win.: 15.5, Sum..- 6.9 180 5.844 1,052 1.044 97 188 Ductwork: 326 67 AED Excursion: 191 Room Totals: 3,140 97 1,935 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads . Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 25 Detailed Room Loads - Room 4 - 1 sl F1 Pantry/Stairs /Hall/Closets (Average Load Procedure) - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.1 ft. System Number: 1 Room Width: 13.7 ft. Zone Number: 1 Area: 165.1 sq.ft. Supply Air: 110 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,651 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 2 CFM Runout Air: 55 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 631 ft./min. Percent of Supply: 1 % Runout Air Velocity: 631 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.452 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen 09 Lat Sett Description- --- _--Quantity VakA HTM Loss _ HTM -- Gain Gain NE-Wall-R21 13.7 X 10 87.9 0.067 4.2 365 2.3 0 201 NE-GIs-A shgc-0.4 0%S (3) 48.8 0.320 19.8 966 32.8 0 1,599 Floor-R30 Frame 13.7 X 12.1 165.1 0.049 2.3 380 0.9 0 153 Subtotals for Structure: 1,711 0 1,953 Infil.: Win.: 11.7, Sum.: 5.2 137 5.846 799 1.046 74 143 Ductwork: 291 84 AED Excursion: 238 Room Totals: 2,801 74 2,418 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr BayShore,NY 11706 _ — Page 26 Detailed Room Loads - Room 5 - 1 sl F1 Front Foyer (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 17.8 ft. Zone Number: 1 Area: 107.0 sq.ft. Supply Air: 368 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 20.6 AC/hr Volume: 1,070 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 4 CFM Runout Air: 92 CFM Percent of Supply.: 1 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 468 ft./min. Percent of Supply: 1 % Runout Air Velocity: 468 ft./min. Actual Winter Infil.: 26 CFM Actual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg -_-- Cxg Lat Seri] Descri�n -_ __ --Qu t y -- Value-- HTM Loss HTM Gain -- Gait SE-Wall-R21 6 X 10 60 0.067 4.2 249 2.3 0 137 NW-Wall-R21 6 X 10 26.8 0.067 4.2 111 2.3 0 61 NE-Wall-R21 17.8 X 10 18.3 0.067 4.2 76 2.3 0 42 NW-GIs-DT shgc-0.4 0%S 33.2 0.320 19.8 660 32.8 0 1,092 NE-GIs-CT shgc-0.4 0%S (2) 74.7 0.320 19.8 1,482 32.8 0 2,450 NE-GIs-101 shgc-0.4 0%S (2) 85.3 0.320 19.8 1,692 32.8 0 2,802 Floor-R30 Frame 17.8 X 6 107 0.049 2.3 246 0.9 0 99 Subtotals for Structure: 4,516 0 6,683 Infil.: Win.: 25.6, Sum.: 11.4 298 5.846 1,744 1.046 161 312 Ductwork: 725 281 AED Excursion: 795 Room Totals: 6,985 161 8,071 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 2 Detailed Room Loads - Room 6 - 1sl F/Main Foyer (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.9 ft. System Number: 1 Room Width: 27.5 ft. Zone Number: 1 Area: 437.7 sq.ft. Supply Air: 64 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 4,377 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 64 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 466 ft./min. Percent of Supply: 1 % Runout Air Velocity: 466 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.181 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Ctg Lal Description Quantity Value HTM Loss HTM Gaiii NE-Wall-R21 9.7 X 10 81 0.067 4.2 336 2.3 0 185 NE-GIs-A shgc-0.4 0%S 15.7 0.320 19.8 312 32.8 0 516 Floor-R30 Frame 27.5 X 15.9 437.7 0.049 2.3 1,006 0.9 0 406 Subtotals for Structure: 1,654 0 1,107 Infil.: Win.: 8.3, Sum.: 3.7 97 5.845 565 1.045 52 101 Ductwork: 257 49 AED Excursion: 137 Room Totals: 2,476 52 1,394 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software DevelopmenInc. Aberdeen Building Consulting ■ 905 Willow Dr Bay Shore,NY 11706 ._ Page 28 Detailed Room-Loads --Room 7 - 1 sl Fl Great Room Aerie Load Procedure) General -- -- - -- - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 22.5 ft. Zone Number: 1 Area: 315.0 sq.ft. Supply Air: 508 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 9.7 AC/hr Volume: 3,150 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 3 CFM Runout Air: 102 CFM Percent of Supply.: 1 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 1 % Runout Air Velocity: 517 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Description Quantity Value HTM Loss HTM Gain G SW-Wall-R21 22.5 X 10 97 0.067 4.2 403 2.3 0 222 SW-GIs-104 shgc-0.4 100%S 42.7 0.320 19.8 846 15.7 0 671 SW-GIs-105 shgc-0.4 100%S 42.7 0.320 19.8 846 15.7 0 671 SW-GIs-106 shgc-0.4 100%S 42.7 0.320 19.8 846 15.7 0 671 Floor-R30 Frame 22.5 X 14 315 0.049 2.3 724 0.9 0 292 Subtotals for Structure: 3,665 0 2,527 Infil.: Win.: 19.3, Sum.: 8.6 225 5.844 1,315 1.044 122 235 Ductwork: 576 388 AED Excursion: 1,098 People: 200 Iat/per, 230 sen/per: 30 6,000 6,900 Room Totals: 5,556 6,122 11,148 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 29 Detailed Room Loads - Room 8 - 1sl FI Dining Room (Average Load Procedure General —_ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 9.0 ft. Zone Number: 1 Area: 198.0 sq.ft. Supply Air: 59 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 1,980 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 59 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 681 ft./min. Percent of Supply: 1 % Runout Air Velocity: 681 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.525 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Description Quantity Value HTM LOSS SW-Wall-R21 9 X 10 47.3 0.067 4.2 197 2.3 0 108 SW-GIs-107 shgc-0.4 100%S 42.7 0.320 19.8 846 15.7 0 671 UP-Ceil-R49 3 X 9 27 0.055 3.4 92 2.8 0 74 Floor-R30 Frame 9 X 22 198 0.049 2.3 455 0.9 0 184 Subtotals for Structure: 1,590 0 1,037 Infil.: Win.: 7.7, Sum.: 3.4 90 5.844 526 1.044 49 94 Ductwork: 245 45 AED Excursion: 129 Room Totals: 2,361 49 1,305 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 3 Detailed Room Loads - Room 9 - 1 sl FI Bed#1 /Bath #1 /Powder Rm / Walk-in (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.5 ft. System Number: 1 Room Width: 17.7 ft. Zone Number: 1 Area: 415.2 sq.ft. Supply Air: 291 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 4,152 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 5 CFM Runout Air: 97 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 494 ft./min. Percent of Supply: 1 % Runout Air Velocity: 494 ft./min. Actual Winter Infil.: 35 CFM Actual Loss: 0.158 in.wg./100 ft. Actual Summer Infil.: 16 CFM iberrt r Area -U- Htg Son qg Lat r%uantfty Value -HTM Loss HTM Ci ' SW-Wall-R21 17.7 X 10 132 0.067 4.2 548 2.3 0 302 NW-Wall-R21 23.5 X 10 165.7 0.067 4.2 688 2.3 0 379 SW-GIs-F shgc-0.4 0%S 34.7 0.320 19.8 688 39.6 0 1,371 NW-GIs-F shgc-0.4 0%S 34.7 0.320 19.8 688 32.8 0 1,138 NW-GIs-FT shgc-0.4 0%S 34.7 0.320 19.8 688 32.8 0 1,138 SW-GIs-GT shgc-0.4 0%S 10 0.320 19.8 198 39.5 0 395 Floor-R30 Frame 17.7 X 23.5 415.2 0.049 2.3 955 0.9 0 385 Subtotals for Structure: 4,453 0 5,108 Infil.: Win.: 35.4, Sum.: 15.7 412 5.844 2,406 1.045 223 430 Ductwork: 794 222 AED Excursion: 629 Room Totals: 7,653 223 6,390 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads El to Software Development,Inc. Aberdeen Building Consulting0 905 Willow Dr Bay Shore,NY 11706 Page 31 Detailed Room Loads - Room 10 - 1sl F/ Den (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 205.0 sq.ft. Supply Air: 391 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 11.4 AC/hr Volume: 2,050 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 5 CFM Runout Air: 98 CFM Percent of Supply.: 1 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 498 ft./min. Percent of Supply: 1 % Runout Air Velocity: 498 ft./min. Actual Winter Infil.: 34 CFM Actual Loss: 0.160 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -U- Htg Sen CID Lat Sort Descnn tion_ Quantity_ Value HTM Loss HTM Gain i>3eYn W -Wall-R21 7.4 X 10 46 0.067 4.2 191 2.3 0 105 NW-Wall-R21 6 X 10 60 0.067 4.2 249 2.3 0 137 N -Wall-R21 6 X 10 31.8 0.067 4.2 132 2.3 0 73 NE-Wall-R21 6 X 10 31.8 0.067 4.2 132 2.3 0 73 E -Wall-R21 14.1 X 10 84.5 0.067 4.2 351 2.3 0 193 W -GIs-E shgc-0.4 0%S 28.2 0.320 19.8 559 45.7 0 1,288 N -GIs-E shgc-0.4 100%S 28.2 0.320 19.8 559 15.7 0 443 NE-GIs-E shgc-0.4 0%S 28.2 0.320 19.8 559 32.8 0 925 E -GIs-E shgc-0.4 0%S (2) 56.3 0.320 19.8 1,118 45.7 0 2,576 UP-Ceil-R49 205 X 1 205 0.055 3.4 699 2.8 0 564 Floor-R30 Frame 1 X 205 205 0.049 2.3 471 0.9 0 190 Subtotals for Structure: 5,020 0 6,567 Infil.: Win.: 33.9, Sum.: 15.0 395 5.846 2,309 1.043 214 412 Ductwork: 848 299 AED Excursion: 846 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 8,177 614 8,583 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 32 Detailed Room Loads - Room 11 - 2nd FI Master Bedroom (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences 1 Room Length: 16.9 ft. System Number: 2 Room Width: 14.5 ft. Zone Number: 1 Area: 245.3 sq.ft. Supply Air: 194 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 2,208 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 97 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 495 ft./min. Percent of Supply: 3 % Runout Air Velocity: 495 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.159 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area — -U--- Htg---___- Son Gip Lat Sen Description — Qua Value HTM Loss HTM Clain Gain -- - - - SE-Wall-R21 14.7 X 9 132 0.067 4.2 548 2.3 0 302 SW-Wall-R21 14.5 X 9 60.5 0.067 4.2 251 2.3 0 138 SW-GIs-201 shgc-0.4 0%S 42 0.320 19.8 833 39.5 0 1,661 SW-GIs-201-A shgc-0.4 0%S (2) 28 0.320 19.8 556 39.6 0 1,108 UP-Ceil-R49 16.9 X 14.5 245.3 0.055 3.4 836 2.8 0 675 Subtotals for Structure: 3,024 0 3,884 Infil.: Win.: 18.0, Sum.: 9.0 263 4.667 1,225 0.941 128 247 AED Excursion: 137 Room Totals: 4,249 128 4,268 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr' Bay Shore,NY 11706 Page 33 Detailed Room Loads - Room 12 - 2nd FI Master Water Closet (Average Load Procedure) - General- - -- ---- -- ----- - - ;, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.8 ft. System Number: 2 Room Width: 5.3 ft. Zone Number: 1 Area: 24.9 sq.ft. Supply Air: 31 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.3 AC/hr Volume: 224 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 31 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 355 ft./min. Percent of Supply: 3 % Runout Air Velocity: 355 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.145 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- R9 Sen cig Description Quantity- -Value - HTM -Loss SE-Wall-R21 5.2 X 9 39.2 0.067 4.2 163 2.3 0 90 SW-Wall-R21 4.8 X 9 42.8 0.067 4.2 178 2.3 0 98 SE-GIs-KT shgc-0.4 0%S 8 0.320 19.8 159 39.5 0 316 UP-Ceil-R49 4.8 X 5.2 24.9 0.055 3.4 85 2.8 0 69 Subtotals for Structure: 585 0 573 Infil.: Win.: 6.2, Sum.: 3.1 90 4.667 420 0.944 44 85 AED Excursion: 22 Room Totals: 1,005 44 680 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 ■ Page 34 Detailed Room Loads - Room 13 - 2nd FI Master Bath / Walk-in /Foyer (Average Load Procedure General ---- -- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.1 ft. System Number: 2 Room Width: 26.3 ft. Zone Number: 1 Area: 369.7 sq.ft. Supply Air: 180 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 3,327 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 90 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 457 ft./min. Percent of Supply: 3 % Runout Air Velocity: 457 ft./min. Actual Winter Infil.: 25 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen C19 Lat Son Desclipthon - Quantil _...Value- HTM Loss - HTM- -- Gain_ Gain NE-Wall-R21 26.2 X 9 192.7 0.067 4.2 801 2.3 0 440 SE-Wall-R21 14.1 X 9 118.7 0.067 4.2 493 2.3 0 271 SE-GIs-KT shgc-0.4 0%S 8 0.320 19.8 159 39.5 0 316 NE-GIs-B shgc-0.4 0%S 12.1 0.320 19.8 240 32.9 0 397 NE-GIs-AT shgc-0.4 0%S (2) 31.4 0.320 19.8 624 32.8 0 1,032 UP-Ceil-R49 14.1 X 26.2 369.7 0.055 3.4 1,261 2.8 0 1,017 Subtotals for Structure: 3,578 0 3,473 Infil.: Win.: 24.9, Sum.: 12.5 363 4.667 1,694 0.942 177 342 AED Excursion: 126 Room Totals: 5,272 177 3,941 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr Bay Shore,_NY 11706 Page 35 j Detailed Room Loads - Room 14 - 2nd Fl Bed #4 / Walk-ins/Laundry/Hall (Average Load Procedure)- . --- - - ion" ---- -- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.4 ft. System Number: 2 Room Width: 21.6 ft. Zone Number: 1 Area: 440.7 sq.ft. Supply Air: 191 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 3,966 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 96 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 487 ft./min. Percent of Supply: 3 % Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 16 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen 09 Description Quantity Value HTM Loss SW-Wall-R21 21.6 X 9 137.4 0.067 4.2 571 2.3 0 314 NW-Wall-R21 3.7 X 9 33 0.067 4.2 137 2.3 0 75 SW-GIs-M shgc-0.4 0%S (2) 28.4 0.320 19.8 564 39.5 0 1,124 SW-GIs-LT shgc-0.4 0%S 28.4 0.320 19.8 564 39.6 0 1,125 UP-Ceil-R49 20.4 X 21.6 440.7 0.055 3.4 1,503 2.8 0 1,212 Subtotals for Structure: 3,339 0 3,850 Infil.: Win.: 15.6, Sum.: 7.8 227 4.664 1,060 0.942 111 214 AED Excursion: 135 Room Totals: 4,399 111 4,199 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,In Aberdeen Building Consulting 905 Willow Bay Shore,NY 11706 - Pa e Detailed Room Loads - Room 15 - 2nd FI Front Foyer (Open To Below) (Average Load Procedure) General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 2 Room Width: 17.8 ft. Zone Number: 1 Area: 107.0 sq.ft. Supply Air: 151 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 8.4 AC/hr Volume: 1,070 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 75 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 552 ft./min. Percent of Supply: 3 % Runout Air Velocity: 552 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.253 in.wg./100 ft. Actual Summer Infil.: 10 CFM item Area -U- R9 Sen C19 U#I Descdpdon -- Y -_Value HTM - Loss HTM Gail NE-Wall R21 17.8 X 10 140.3 0.067 42 583 2.3 0 320 SE-Wall-R21 6 X 10 48.5 0.067 4.2 202 2.3 0 111 NW-Wall-R21 6 X 10 48.5 0.067 4.2 202 2.3 0 111 NE-GIs-P shgc-0.4 0%S (3) 38.1 0.320 19.8 756 32.9 0 1,251 SE-GIs-Q shgc-0.4 0%S 11.5 0.320 19.8 228 39.5 0 454 NW-GIs-Q shgc-0.4 0%S 11.5 0.320 19.8 228 32.8 0 377 UP-Ceil-R49 6 X 17.8 107 0.055 3.4 365 2.8 0 294 Subtotals for Structure: 2,564 0 2,918 Infil.: Win.: 20.5, Sum.: 10.2 298 4.666 1,392 0.942 146 281 AED Excursion: 106 Room Totals: 3,956 146 3,305 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 37 Detailed Room Loads - Room 16 - 2nd FI Main Foyer (below) (Average Load Procedure) General - — --- -- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.2 ft. System Number: 2 Room Width: 24.7 ft. Zone Number: 1 Area: 250.8 sq.ft. Supply Air: 63 CFM Ceiling Height: 9.5 ft. Supply Air Changes: 1.6 AC/hr Volume: 2,382 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 63 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 3 % Runout Air Velocity: 462 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.178 in.wg./l00 ft. Actual Summer Infil.: 2 CFM Item area -u- Hag Sen ag Lat NE-Wall-R21 5.8 X 9 36.8 0.067 4.2 153 2.3 0 84 NE-GIs-A shgc-0.4 0%S 15.7 0.320 19.8 312 32.8 0 516 UP-Ceil-R49 10.2 X 24.7 250.8 0.055 3.4 855 2.8 0 690 Subtotals for Structure: 1,320 0 1,290 Infil.: Win.: 3.6, Sum.: 1.8 52 4.667 245 0.933 26 49 AED Excursion: 44 Room Totals: 1,565 26 1,383 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Pa a 38 Detailed Room Loads - Room 17 - 2nd FI Bed#2 (Average Load Procedure) General 91 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 2 Room Width: 13.3 ft. Zone Number: 1 Area: 146.7 sq.ft. Supply Air: 115 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 1,320 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 58 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 659 ft./min. Percent of Supply: 3 % Runout Air Velocity: 659 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.491 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- HW Sen Clg Lat Description- Quantity Value HTM Loss HTM Gain NE-Wall-R21 13.3 X 9 92.2 0.067 4.2 383 2.3 0 211 NW-Wall-R21 8 X 9 53.3 0.067 4.2 222 2.3 0 122 NE-GIs-B shgc-0.4 0%S 12.1 0.320 19.8 240 32.9 0 397 NE-GIs-AT shgc-0.4 0%S 15.7 0.320 19.8 312 32.8 0 516 NW-GIs-J shgc-0.4 0%S 18.7 0.320 19.8 370 32.8 0 613 UP-Ceil-R49 11 X 13.3 146.7 0.055 3.4 500 2.8 0 403 Subtotals for Structure: 2,027 0 2,262 Infil.: Win.: 13.2, Sum.: 6.6 192 4.667 896 0.943 94 181 AED Excursion: 81 Room Totals: 2,923 94 2,524 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Pag 39 Detailed Room Loads - Room 18 - 2nd F/ Bed#3/Bath #4 /Hall Closet/Hall (Averse Load Procedure_) General_ -- - — - -- — -- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 2 Room Width: 18.0 ft. Zone Number: 1 Area: 324.0 sq.ft. Supply Air: 130 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 2,916 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 65 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 478 ft./min. Percent of Supply: 3 % Runout Air Velocity: 478 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.191 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Description Quantity Value HTM Loss Fi SW-Wall-R21 18 X 9 125.6 0.067 4.2 522 2.3 0 287 SW-GIs-KT shgc-0.4 0%S 8 0.320 19.8 159 39.5 0 316 SW-GIs-L shgc-0.4 0%S 28.4 0.320 19.8 564 39.6 0 1,125 UP-Ceil-R49 18 X 18 324 0.055 3.4 1,105 2.8 0 891 Subtotals for Structure: 2,350 0 2,619 Infil.: Win.: 11.1, Sum.: 5.6 162 4.667 756 0.938 79 152 AED Excursion: 92 1 Room Totals: 3,106 79 2,863 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay-Shore,NY 11706 Page 40 Detailed Room Loads - Room 19 - 2nd F1 Bath #2/Bath #3/ Walk-ins (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 19.1 ft. System Number: 2 Room Width: 10.1 ft. Zone Number: 1 Area: 192.4 sq.ft. Supply Air: 112 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,732 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 56 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 639 ft./min. Percent of Supply: 3 % Runout Air Velocity: 639 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.463 in.wg./100 ft. Actual Summer Infil.: 10 CFM helm Area -U- Htg Sen 09 Description Quantity___ _Value HTM Loss HTM - SW-Wall-R21 10.1 X 9 67.7 0.067 4.2 281 2.3 0 155 NW-Wall-R21 19.1 X 9 171.8 0.067 4.2 713 2.3 0 392 NE-Wall-R21 4.7 X 9 42 0.067 4.2 174 2.3 0 96 SW-GIs-KT shgc-0.4 0%S 8 0.320 19.8 159 39.5 0 316 SW-GIs-HT shgc-0.4 0%S 15 0.320 19.8 298 39.6 0 595 UP-Ceil-R49 19.1 X 10.1 192.4 0.055 3.4 656 2.8 0 529 Subtotals for Structure: 2,281 0 2,083 Infil.: Win.: 20.9, Sum.: 10.4 304 4.667 1,421 0.943 149 287 AED Excursion: 79 Room Totals: 3,702 149 2,449 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr Bay Shore,NY 11706 Page 41 Room Cooling and Heating Loads Bar Graphs 1sl FI Mudroom 1 sl FI Kitchen Cooling 1sl FI Kitchen Nook 1sl FI Pantry/Stairs/Hall/Closets 1 sl FI Front Foyer 1sl FI Main Foyer 1sl FI Great Room 1sl FI DiningRoom Heating 1sl FI Bed#1 /Bath#1 /Powder Rm/Walk-in 1sl A Den 0 5,000 10,000 15,000 2U00 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 . Page 42 Room Cooling and Heating Loads Bar Graphs 2nd FI Master Bedroom 2nd FI Master Water Closet Cooling 2nd FI Master Bath/Walk-in/Foyer 2nd FI Bed#4/Walk-ins/Laundry/Hall 2nd FI Front Foyer(Open To Below) 2nd FI Main Foyer(below) 2nd FI Bed#2 2nd FI Bed#3/Bath#4/Hall Closet/Hall Heating 2nd FI Bath#2/Bath#3/Walk-ins 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday. April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 905 Willow Dr' Bay Shore,NY 11706 Page 43 Room Cooling Loads Bar Graphs 1sl FI Mucroom 1 sl FI Kitchen Sensible 1 sl FI Kitchen Nook 1 sl FI Pantry/Stairs/Hall/Closets isl FI Front Foyer 1sl FI Main Foyer 1 sl FI Great Room 1 sl FI Dining Room Latent 1 sl FI Bed#1 /Bath#1/Powder Rm/Walk-in 1 sl Fl Den 0 5,000 10,000 15,000 20,000 Btuh CAUsers\rustrTocuments\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8 04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inch Aberdeen Building Consulting 905 Willow Dr By Shore,NY 11706 Page 44 Room Cooling Loads Bar Graphs 2nd FI Master Bedroom 2nd FI Master Water Closet Sensible 2nd FI Master Bath/Walk-in/Foyer 2nd FI Bed#4/Walk-ins/Laundry/Hall 2nd FI Front Foyer(Open To Below) 2nd FI Main Foyer(below) 2nd FI Bed#2 2nd FI Bed#3/Bath#4/Hall Closet/Hall ILatent 2nd FI Bath#2/Bath#3/Walk-ins 0 1,000 2,000 3,000 4,000 5,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 45 System 1 Room Load Summary Htg Min Run Run Clg Cig Min Act oom Area Sens Htg Duct Duct Sens Lat Clg S Name SF Btuh CFM Size Vel Btuh Btuh CFM CF ---Zone 1--- 1 1 sl FI Mudroom 237 5,900 77 2-5 457 2,736 184 125 125 2 1 sl FI Kitchen 301 2,997 39 1-5 486 1,455 74 66 66 3 1 sl FI Kitchen 42 3,140 41 1-5 647 1,935 97 88 88 Nook 4 1 sl FI Pantry/ 165 2,801 36 2-4 631 2,418 74 110 110 Stairs/Hall/ Closets 5 1 sl A Front Foyer 107 6,985 91 4-6 468 8,071 161 368 368 6 1 sl FI Main Foyer 438 2,476 32 1-5 466 1,394 52 64 64 7 1 sl FI Great Room 315 5,556 72 5-6 517 11,148 6,122 508 508 8 1 sl FI Dining Room 198 2,361 31 1-4 681 1,305 49 59 59 9 1 sl FI Bed#1 / 415 7,653 100 3-6 494 6,390 223 291 291 Bath #1 / Powder Rm/Walk-in 10 1sl FI Den 205 8,177 106 4-6 498 8,583 614 391 391 Ventilation 2,041 823 427 Duct Latent 819 Return Duct 9 0 5 System 1 total 2,423 50,095 625 46,258 8,901 2,070 2,070 System 1 Main Trunk Size: 20x20 in. Velocity: 745 ft./min Loss per 100 ft.: 0.052 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent T Tons S lit Btuh Btuh Btt - --Net Required: 460 84%/ 16% 46,258 8,901 55,159 Recommended: 5.14 75%/25% 46.258 15,419 61,677 Actual: 5.00 75%/25% 45,000 15,000 60,000 Equipment Data Heating System Cooling System Type: None Standard Air Conditioner Model: NHB 110 24ABC660B003 Indoor Model: Brand: NAVIEN CARRIER Description: Hydronic boiler Efficiency: 95 16 SEER Sound: 0 0 Capacity: 55,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 60,000 Btuh Sensible Capacity: n/a 45,000 Btuh Adjusted Sensible Capacity: n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh Adjusted Latent Capacity: n/a 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,I Aberdeen Building Consulting 905 Willow Dr Bay Shore,NY 11706 Page 46 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Room Area Sens Htg Duct Duct Sens Lat Cig IF No Name SFBtuh CFM Size Vel Btuh Btuh CFM C ---Zone 1--- 11 2nd FI Master 245 4,249 55 2-6 495 4,268 128 194 194 Bedroom 12 2nd FI Master 25 1,005 13 1-4 355 680 44 31 31 Water Closet 13 2nd FI Master 370 5,272 69 2-6 457 3,941 177 180 180 Bath/Walk-in / Foyer 14 2nd A Bed#4/ 441 4,399 57 2-6 487 4,199 111 191 191 Walk-ins/ Laundry/ Hall 15 2nd FI Front Foyer 107 3,956 52 2-5 552 3,305 146 151 151 (Open To Below) 16 2nd FI Main Foyer 251 1,565 20 1-5 462 1,383 26 63 63 (below) 17 2nd FI Bed#2 147 2,923 38 2-4 659 2,524 94 115 115 18 2nd FI Bed#3/ 324 3,106 40 2-5 478 2,863 79 130 130 Bath #4/Hall Closet/Hall 19 2nd FI Bath#2/ 192 3,702 48 2-4 639 2,449 149 112 112 Bath#3/Walk-ins Ventilation 2,041 823 427 System 2 total 2,101 32,218 393 26,435 1,381 1,167 1,167 System 2 Main Trunk Size: 12x17 in. Velocity: 824 ft./min Loss per 100 ft.: 0.099 in.wg Coop System Summary Cooling Sensible/Latent Sensible Latent Total] Tons Split Btuh Btuh Btuh] Nat Required: 2.32 95%/5% 26,435 1,381 27,816 Recommended: 2.94 75%/25% 26,435 8,812 35,247 Actual: 5.00 75%/25% 45,000 15,000 60,000 Heatina System Cooling System Type: None Standard Air Conditioner Model: NHB 110 24ABC660B003 Indoor Model: Brand: NAVIEN CARRIER Description: Hydronic boiler Efficiency: 95 16 SEER Sound: 0 0 Capacity: 55,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 60,000 Btuh Sensible Capacity: n/a 45,000 Btuh Adjusted Sensible Capacity: n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh Adjusted Latent Capacity: n/a 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\905 Willow Dr.rh9 Wednesday, April 12, 2023, 8:04 AM .-4q�38 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build January 15th, 2024 y JAN 1 9 2024 Bletsas Residence ;,,r^.nt 905 Willow Drive East Marion NY 11939 Tax map #1000-022.00-05.00-012.000 To Whom It May Concern. Based on my inspection at the above address the 1s2 and 2"d foundations and strapping were installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP ED Rc'yr P 1F $ o 74 4POF Page 1 of 1 AM P Architecture Address:10200 Main Road,Unit 3A,MattituckNY11952 Phone:(631)603-9092 Design + Build August 13,2024 Bletsas Residence 905 Willow Drive East Marion NY 11939 Tax map#1000-022.00-05.00-012.000 To Whom It May Concern. Based on my inspection at the above address the foundation,framing,strapping,and sheathing at the pool house were installed perthe architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo,RA, LEED AP p''��' Y 14.1 OF H E C E 0 V L S E P 2 0 202d. Building Department Town of Southold Page 1 of 1 AM: P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 23,2024 Bletsas Residence 905 Willow Drive East Marion NY 11939 Tax map#1000-022.00-05.00-012.000 To Whom It May Concern. Based on my inspection at the above address the insulation was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank i y\ou; Anthony Portillo, RA, LEED AP JAN 2 4 2024 T e.0~!+ I. " ♦ .. j4 !l .ear w Page 1 of 1 Address: Main Road,Unit 3A.Mattituck NY 11952 AM P Architecture Phone:(631)603-9092 Design + Build August 13,2024 Bletsas Residence 905 Willow Drive East Marion NY 11939 Tax map#1000-022.00-b5.00-012.000 To Whom It May Concern. Based on my inspection at the above address the framing,strapping,and sheathing at the main dwellingwere installed perthe architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo,RA, LEED AP �H(( M1 Y { ._ .JAI Jj •�1 j�; J Page 1 of 1 905 WILLOW DRIVE EAST MARION Main Dwelling Photo Report A M P Architecture Design + Build Fra m i ng/Stra ppi ng/S heath i ng I A 1 , I � 14 1 V SEP 2 20 AMP Architecture Design + Build gu11di-19Depa't,ent Town of Sou':noid r r - ` I a T kI: I D- • • 1 �q Fra m i ng/Stra ppi ng/S heath i ng -mown': IF ir ^y IL 46. A M P Architecture Design + Build e 5 r � I Fra m i ng/Stra ppi ng/S heath i ng ArchitectureAM P De • Build ��923g v\ t i AT4 cab _ c a N 7 4bSho aw mm ,az o ns r ' NC'-10-- 00aes NSo A.h� - 2r►d►_f� — b�� N 21 , cn� � �1oor _ 2t►d �l R lb S�+b _ _�_ ��6Kc - FIELD INSPECTION REPORT DATE COMMENTS I Cro�7 FOUNDATION (1ST) ------------------------------------ ' C FOUNDATION (2ND) 6016 TV ru N H r ROUGH FRAMING& PLUMBING s INSULATION PER N.Y. -3 STATE ENERGY CODE lG lY1 A FINAL ADDITIONAL COMMENTS - ��, 5ur v <<, o s 121 4 3 to oa IBC G4-- 10(o Z'4,U m iV) A n Vu f C oems l)ito to/i ryie(�L and mi6A t Weck- ",o�os A���W :Zr m aq " o x d � H o�SueFatKooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N Z oy • o�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT For�[q Office Use Only PERMIT NO. �c5t Building Inspector: J I lJi APR 1 12023 ID Applications and forms must be filled out in their entirety.Incomplete E3191LUINS(1V 9Jtl'-1. applications will not be accepted. Where the Applicant is not the owner;an TOWN OF11T14f11 r) Owner's Authorization form(Page 2)shall be completed. Date:04/10/2023 OWNER(S)OF PROPERTY: Name:John & Kathy Bletsas I .SCTM#1000-22-05-12 Project Address:905 Willow Dr, East Marion NY Phone#:917-681-1953 Email:'bletsas bletsas_lumbin com L__ @ _P____ _9• Mailing Address:905 Willow Dr, East Marion CONTACT PERSON: Name:AMP Architecture, Michelle Sarabia Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:_631-603-9092 _ Email:msarabia@amparchitect COM DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO BOX , Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:aportillo@amparchitect,com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION-OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [:]Other Proposed new single family dwelling w/attached 2 car garage,proposed IA OWTS $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 { I PROPERTY INFORMATION i f Existing use of property:Vacant Lot Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4O Nonconforming this property? ❑Yes BNo IF YES,PROVIDE A COPY. FH.Check Box After Reading: Theowner/contractar/deslgn professional is responsible for all drainage and storm watertssues as provided by Chapter 236 of the Town Cade.APPLICATION iS HEREBY IME to the Bulidlna Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk 6unty,New York and other applicable taws,Ordinances or Regulations,for the construction ot buildings, additions,alterations orfor removal or demilhion is herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buildings)for necessary lnspectimuL False statements made herein are punishable as a CFAs A misdemeanorpursunat to Section 2=45 of the New York State Penal taw. Application Submitt print n MP Architecture, Michelle Sarabia ®Authorized Agent []OwnerSignature of Applicant: Date: I I ➢ O� 3 STATE OF NEW YORK) SS: COUNTY OF Suffolk being duly sworn,deposes and says that(s)he is the applicant (Name of Individual signing contract)above named, (S)he is the. Agent (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 kpowiledge and b lief;and that the work will be performed in the manner set forth In the application file therewith. X. BARBARA H. TANDY Sworn before me this' Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County _�dayof .20a3 C�mir pion Expires 01�1'�2A a7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, �tl� Low- S A¢ residing at do hereby authorize to.apply on my behalf to the wn of Southold Building Department for approval as described herein. loZa Owner's Signature Date Print Owner's Name 2 ff0 BUILDING DEPARTMENT- Electrical Ins ctori �y TOWN OF SOUTHOLD .A`�t cm Town Hall Annex - 54375 Main Road - PO Box 1179 w '2; Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: ov Company Name: 71n S`Tot1T. CQK- . Electrician's Name: 4&4-%VNQV% STo rNe, License No.: VIE- ((o`-tai Elec. email: SAor\e Q Elec. Phone No: 15k.(o �3-bT, 6 sI request an email copy of Certificate of Compliance Elec. Address.: T k V70\�_�O%. 5kMe-T 11-I 35 JOB SITE INFORMATION (All Information Required) Name: -3-C)\nr1 %k N s;A S Address: pS Or. I.Rs� Cross Street: �7 Ac 5 9LD. Phone No.: qk'Z - GOO 1- 10,15"s Bldg.Permit#: %A`5%albs email: 2V)00 n� Tax Map District: 1000 Section: as Block: 5 Lot: ka BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 'boo Q,mo a\d► 5e c.v i,C e- 0 V1 �J Square Footage: .�r3 Cii vie AII T,i I.i♦-plly: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: YES Q NO Issued On Temp Information: (All information required) Service SizeRf1 Ph❑3 Ph Size: 00 A # Meters �- Old Meter# dew Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect'®Underground[]Overhead # Underground Laterals 1 02 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION i cab re c # (05 3�j ffoarC�''G BUILDING DEPARTMENT-Electrical Inspector �Sir y� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 '. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny.gov- seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: I a Iy •12 Company Name: E= -cam \c� c C o c Electrician's Name: License No.: Elec. email: Elec. Phone No: 5l(. cg(0a-q3y(, 21 request an email copy of Certificate of Compliance Elec. Address.: Q,qw 11765 JOB SITE INFORMATION (All Information Required) Name: Qjk Z—\ .b A 5 Address: qp U3k\ka "J OC, RS iz,f-)b Cross Street: `--CV�V5 R Phone No.: Cob l 5 bq O�� Bldg.Permit#: `-{9 a b S email: . Tax Map District: 1000 Section: a Block: 05 Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1.9ea� �\a u Se %QAA Square Footage: I 6000 Circle All That Apply: I ViSp 00 Is job ready for inspection?: EdYES ❑NO EZ"Rough In Final Do you need,a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service SizeRf1 Ph❑3 Ph Size: 300 A #Meters Old Meter# ffNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect V�Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y VN Additional Information: PAYMENT DUE WITH APPLICATION put,a,w, ��� 12 14l 23 S�fFp[�C BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 "' Southold, New York 11971-0959 oy,�O� �ap� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny Qov-- seanda-southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Iy Company Name: Electrician's Name: SS U n VA, e.70 n License No.: Elec. email: S`Gar,e CJ 5 owe,e� e c\ , n t l Elec. Phone No: 5i� q(,a-gay(. E2fl request an email copy of Certificate of Compliance Elec. Address.: 0(Sw --1�0k:7Q.3 JOB SITE INFORMATION (All Information Required) Name: b�J -b �4 ':) _ Address: gID \,�t\kbU3 OC, A5 \ tA iz f)D Cross Street: S7CQ -S R D Phone No.: lob( 5(,-c� , O G(�2 Bldg.Permit#: 9 9 )1 b S email: . Tax Map District: 1000 Section: Block: 05 Lot: i BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: (.Uoo Circle All That Apply: I f�S� M0 Is job ready for inspection?: NfYES ❑ NO ®Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service SizeEd1 Ph❑3 Ph Size: 300 A # Meters Old Meter# ffNew Service[—]Fire Reconnect[—]Flood Reconnect❑Service Reconnect f/Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��� Oul I Z 1U .5 PERMIT H Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service Amps Have Usec )pecial: :omments PERMIT# LiC�'a 3 C� Address: ctU 5 k-O `oc,J S7skve Switches 0(,, NAB �oN Outlets �0 GFI's as Surface a�, Sconces H H's 11 W UC Lts Co Fridge 1 HW ffan Fans 9 Mini Fr. a W/D 3 Exhaust l3 Oven { Sump aer Smokes O DW Generator { TrnsfmrSalt Gen. Carbon O Micro 1 GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC 3 AH 3 Hood ► Blower Service 1 Amps 300 Have Used Sub 1 Amps %ao Have Used Comments �-•� ��� �I �:>t a r = � SEE ATTACHED SPECIAL CONDITION, 1y 3r x 4 Ipa ", '� q,•„� n f GRADING PLAN AND/OR PLOT PLAN. p,ii•,4��{y7 1' p,. 'q..r,.fVa �. � E 7 E.L-- ��- w Ro�• 'R`` �J►� '"' ,1, `Y+' '1. P� a ay.omr.w.rrrn.+v..w• �M a, WELL AND LATERAL MUST BE m +•�.��1' r `' �' �- , '� .. lu a:,,,GG.�+^�X,�� ..`ti ^'"•�-'°4.-+� f " � r�„r� Li//' S ,rp. I '�SHOWN ON FINAL SURVEY C� 2 °o r ^.- mrn n` it ndtl� .mK am Meam.�.�.mr.a , � E� �J✓..l f A V�' 1 `\ �\ y\ o o rr°a w wm�oe,..'imm""i Meord4..noum..rnr••- 1 �•�� �� t 9220 W Wm C.1rR HL b.in.n.nea Ili. e rw``,rm -w�m�n:mr°'.,`t m w-.M�r�m wu r.ra.rwma:r.. •4 `ice i4r y`.,� e ,.� L- --�_` `\ suMCow[v D.ot.d -Ith selviu.. Call(S]1I 852 H _5750,48h..... .:-�� '..��,:mwr:. d°w'r�.,mr,.-r.:m..«rar..�- �% � i` 't�.d \ � .ev,Ace,toadl.am.ma emD >✓ ' mw .rn.,mPnrr.....:.rr.. _ 1.. 'f�•y t i .:' `�I `� -1--' � m.r".'.�o�.J';m "xrR• �.�_�.. � �' •' Y�� �.a�� �i�A�Y �` �t-AJ' .n `D" \\ ""r 1 � � LOCATION MAP I` od �rw 'd®m�mm.r, mra. + Plwrsr/rarws o_pTp -_ �✓Jc +�..moa•+bra'-':�"`m"r..r�. �a:"a'irrRn•wr-a nnw:m:e 7wx . IOOo-a10Na -�- voea t"°nra+J.�rwc. wept a'• �� �I `\ I L � wv Eat `,`a, oecwPlwJlTmlrwrtrJ .crew *w I �l� �.` .am'�a�wa•o-v�w.v rarx.rwar,rm.am w�Pr.�wl«gae,moY.rrmm=r_. TOrwL IOr NPA a01'AO xP. '\ \ rms-w+vrr Mwa.no. y.,rnmr. •�e.bsgr re.+mf�.,v�mm. w,grrx�e rem�n. wnAc149 wm.n�iee xPeae xP. � IemK I � irwar`i _ _—vwmmwe. n°"•�. 'o mv.-p; �- -�- coemrcwca• aan \ � � �`.� .�'fa,9— emre��`�e".�,� ware xnv er. oa I a�w� �. I �r •'�--,-w mv�:mb.m,�� b bvM9ro 000J)xP `\G.Vt _- ar wHL 1 �d jW.rbo.b�rs�mrisae� �Sw.wM9+-. m wNpe.- Re�eO+H®PATo aeG xl `\ I �i I Wl®� .d.�eg�i Maa-m-e�rrg a.a�P-m.lmrr•! ra-ug..�eaw P-+Pr^P..*•�p..9i eFGrVf®P.101r.YJ.,u� .\ ��1 1I gl�l \IPTvfID\ O / 1 vrr mu.. w.P Jew Tmva.im„or nJ.snaw,v� a,wJJ w•. F I qN�+���a��°rqs� Mb.o.4A wrlx N�mb.~�mmae�mta'�b.. °1MW1l,lOfGWelewee ALLCVm-mA �\ 1� _�-AI Qy MRY..TmI o.x IpbD DJ. IOR ?I 9 i mom:, `ra�w�r w�P."°'.n ro.ois�... ami..o,w.....m r....u.ws.�aN•....g� owicar e _ _ N..m,a.w ,.a�w'a'on'armco'�r"`er,°'°iero«v wreK-J+.• �i C� � -( e,.q,u.-c..:w� �I..r nmwe,wv mnAma�m r.os oer wax o m,-..awmr.mrx,owP-.P-r..m++. � : mwr mrm.11o.. Iccw,®I.nn+mc.ne wwnrn. .aT.� � I i—=� . . I e�wr $ e ;xIaxa nr.Jwa.mm.,J.euw-mwTwewr. II p / ' `--- -_ ---- rry ne eaJ!—P ����Q,�..mrwr,mr..r.. - ra�1J�7.�°O ff� •ee- laaJ,ax.r �er+mnm.m.uwm.w m"aa'w.m•• rm uw.a a y w 'w"�`xawee . wvaia�r�n W ra n.Yrya em __ I .1nT ewa•�nwBEUHX -___ cwa•.nm —� i PROTECT: BLETSAS SEPTIC 905WILLOWDRIVE EAST MARION,N.Y.yy939 DRAWING TITLE: � NOTES iam� �� �_—_—_— IrsJnr °9"t �'v J.-rmg rear I I racax SRE INFORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL sRE PLAN H.5.REFERENCE NO.: R-23-006-1 130 PAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o i�'P I ;777 SP-101.00 PERMIT FOR APPROVAL OF CONSTRUCTION FORA �a�'xe'' I DATEOy07/]3 yoFz SINGLE FAMILY RESIDENCE ONLY . InwuraJco aa• ___L_____ __ ___ �a Q �ura000s �m�. _ �rw�Twrmm DATE 3/27/23 _}-�LS �/, FNO. R-23-0069 r ThelmrallaDoeoings.wmol F.Fl.o onrRl aC erteirofanviouno goe Fouri ed. W I L L O W DRIVE APPROVED and ConrwWon oflhe Sewage D'upeul gystem FOR MAXIMUM OF 7 BEDROOMS Use Form WWM073 a ^".o+ EXPIRES THREE YEARS FROM DATE OF APPROVAL W YG m l• '' o� lmroV tx.ox A Wr mavA SITE PLAN wua.c ••e FOF NE�� x��� U3i aIJaC tlmalA FLIaE,I•.19W .xRiW LaMY,M _ 6 SINGLE LINE DIAGRAM w MAIN ELECTRICAL ZERO SETTING 4 PANEL ATW DELLING ON OFF DETECTION o INDICATOR INDICATOR CIRCUIT >'$ MAIN BREAKERFn F-1 f�xc o° y INDICATOR d CIRCUIT ROM RAM LOG OUTPUT CIRCUIT U — 7 r AG(DC)INPUT POWER SUPPLY ONE—CHIP MICROCOMPUTER rRAN5ENNIT .IME 4' in CIRCUIT 5ELEGTOR5 + I U c DEDIGATEEP.50 AMP Q •� SINSLE-PHASE CIRCUIT BREAKER I ELECTRICAL SERVICE C Q J TO HYDRO-ACTION L Q HYDRO-ACTION 51NGLE LINE DIAGRAM PLC,CONTROL PANEL wGLEAN—OUT DETAIL xua NIS m� ,7 /��_ •:�---, c..:,.�� �vA.any �«. e� / I(� � �l,) • 6� �:�5� S'i�..'r^ PROJECT: BLETSAS — �"K SEPTIC 905 WILLOW DRIVE 1.- jc'Ly.�•r -- r: ,;: �� m. a.��eR mxa.ramvu �.,>.`.. �� EAST MARION,N.Y.J"39 DRAWING TITLE: POLYLOK 20°-DIST.E0X DETAIL _ wRNCDIAcuM SYSTEM DETAILS SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.5. REFERENCE NO.:R-23-006-1 - - _ - oYwYYx..op�, PAGE oATe oz/o�/z3 20F2 .awnc..r+..Y,n. [ruw en n,n,dn� roaarwo,m.rorreme...0 n,Pw SEE ATTACHMENT(S) �mm+Me�n®1vu.[lmludru�. ��A D �W t PROPOSED SEPTIC,5Y5TEM DETAIL FOFN6Ny r - 1 400 CNVaae Ave Y o,RNA hnafo.6 1=7 119 bl.691.7275#J/mt.631.'f27DIM I lodnM�youguylroerNgeem e• l L D C•'�• Nan p YL -cfv,Lmtl� eyor Than—G vbdp .Ftotaeelunl Bgtrmef 1 !/V VV Il Deu9lrn E.Atlana.Rofenbml F�Iroar J AN 1 8 2024 1�1 a�,a,L�d � o� W ; '�-'-j SITE DATA AREA=40,133 SQ.Fi. j fi � y 5,yryh 'SUBDMSION--HE&WOENr AT EASTMARKON,SECTION I FLED IN THE HE`Y'G OFFIOE OF T QFRK OF SUFFOLK COUNTY ON JAM 11,1984 AS FILE NO.7680. LS �fi as0vlCb S �lC 4 2p4iF QR � , i as J op' oti atir ��, y4� `deR a% .sf i Tat 12 5 ubdivisi011- 'ear eA 3r L•j6V0,00• °Highpo'n?at East Marion,Section r °p s 9v SURVEYOR'S CERTIFICATION 'WEHMo T ATT)CBYOERTI YT0WAS JOFIN HLETHAM &MARY CODE 41.14 ry0 4 PRACTICE aFORLAT WAS ADOPTED L'CORO NFWYOCE TH TALE EOF C"3j8 ASSOCCEFOR OF SURVEtfiWY0RK5iAlE ASSOLIATION OF PROFESSICP.JAL LAND SURVEYORS. ytlARD/� Jy � "TN � h 4. � ��/ IN �4•f\'�`!�'20 +F HOWARD W.A WY".M L&NQ 93 A'YO SUKV�y •� �Oi ; DANIEL EAVEPL.'-. LS NO.50n3 j c `jry0 0 SURVEY FOR gaN? mP JOHN BLETSAS A KATHY BLETSAS Q LOT 12 eHIGHPOINT AT EAST MARION,SECTION r LLJ U at East Marion,Town of Southold Suffolk County,New York FOUNDATION LOCATION SURVEY R ca"b T.hkp a,ek.1DDU sMm 22 raw 05 — 12 a g `\ FIELD SURVEY COAIiLEiFD AUS.OI,203 MAP FREPAREO AU6.02.2023 Record of Revisions `\ REVISION DATE LEGEND e cc = ma $ CH COMMO MNEY F cMF =CONCRETE MONVMENT FOUND CMS =CONAMETE MONUMENT SET F WSF =WOOD STAIF FOIR'R) AO 0 20 40 80 120 , W.S END OF =WOOD STAKE SET = o1RECnOWDISTANCE Scale:1e=40' i JOB NO.ZD23-OM DW&.2023_0D93_fa AoNmLJec 10F1 4ao Oatrodar 1.651 RNAA S F Nen Y t 144 ' t01.631.TSI.23P3 Imt.631.T1T0144 oEmYuym•ge'Jln°xbytOm N 0 Aa�4tl�4� Ibnard Vt Yae y LmE�.Arvcyor C, 1 L.YbI—,FYofossR>tnl 6gbCer DOY�IW E Aao,G,Prolex4Anl U91neO[ OOTbI A,YTeava[-.Lod . . j kN 1 8 2024 SITE DATA w AREA=40,133 SQ.FT. , �i7t �p gq ry :�� y$ •SUBDMSION-9aHdOINTATEASTMARION,SECTION1 FILED INTEE i•,3[+ .} ,.y OFFICE OF TE4ERx OF SUFF0.0 COUNTY ONJAN n,1964 AS FILE N0.7 68 0. �S/i! 1�J .i3 f'i' 111 d�6X S O ' Salk O� 4�or ti � voy„ Lot 12 ? Subdivision- �0°9` '} �} IssD °Highpoint at East Marion.Section l• 0� -ss• SURVEYOR'S CERTIFICATION �� �� •WEHEREBYCERTIFYTO JOHN BLETSAS 6 MARY BLETBAS —�. 41.14 W v�sr ry • (3�@ THATTMSSMVEYWASMEPAPEDINACCORDARMWnMTMCGDEM PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORY5TATE P.— ASSOCIATION OF PROFESSIONAL LAND SURVEYORS TE OF t +f 9 vlARO lNF/y O 1 NN' yJe f 3 c~ VI 4"'aLtitt� imp`yQ93 o� HOWELA.WEYOUNG, LS No Smn RHO SUR��y g m SURVEY FOR kA JOHN BLETSAS dl KATHY BLETSAS Q LOT 12°HIGHPOINT AT EAST MARION,SECFION 1° O U at East Marion,Town of Southold Suffolk County,New York £ FOUNDATION LOCATION 5URVEY e ranry Ta.M�p a,R.k.low sue,22 m.05 — 12 a FIELD SURVEY COMPLETED AU6.01.2R23 \ MAP PREPARED AU6.02,ML3 Record of Revisions J `\ REVISION DATE LEGEND e cc$ =coNORCKLMNEB CH =CHIMNEY CMF CONCRETEMONUMENT Oms CONCRETE MONUMENT SET WSF - +WOOD STAKE FOUND AO 0 20 M BO 120 ' WSS =WOOD STA[E SET =END OF DIRECTIONfUSTANLE Scale:r=40' JOB W.2023d09A DWS.2023_009A_foudvtbaJae 1 OF 1 q E C E 0 W E mlae�cm ve�v.ueamvNaema r�rLr oy®— r^, pt. -.-ms..rcn,nrmu:elYaalJl ra _ - _ $� '� 9"'"_': '�'•'�:'zi'�4•� l'-s" yam, -3'��.-�� .ReAar�rvlart antara_ - l• �..i 'o.'L"wacw "'+�- .0.4,...�.�"�+a�.w�"0+m- � �• �� a• �' �l Y"'er'�t��r� � t�� emetcaPaer�r ro.r®a caoma e• raaaL•c• comatLv �°�,��`"^s.��� "m'.` .�...m.,.... i�%��r�pvar �. 4;";�:2�����i,°�rc y..: y�.,��" -------_ «a• m• _ yy Ya.•`fit; ��'Y:• -.3'.+FS6.,e �,r a, -� r_xro.o-ac,un,wam v.are o �,.: 9�r `,••.`�.�:''{7!' �'—,�,'. �±�'' i�' \ ` '\ r.xr.ra.,,actronmaia ee a,n^ mu w�m�P.. aa,ww.r...wm .�..�w.�9r•B.��- - ���'i�.� , �•��•,�•1••��". A. #A'l �.�1.�t l-'i ¢I �\ «o a 9d E �w i Q ., ee IP i!yJ 4, P'j \� B ��. _10✓' a` i f o ."°...�m�"...'T""""":%•"-r"' mom" ..®.....�.�.w...e... •YIIJ� fi�. � - �� �� � I �_—_ R� �\\ `\ 6�yrs"' ,\ +1 'D LOCATION MAP I ar �� 1 41 CD r1rN.ecr,zaN Ns oATA _ -•wmaii'..�a�•V .a�b:r• 1 inr swe.���•���b�•• rltPRb wGT4c �� .���y,(/. / e L iw w'�imaw �Maur r..w••i.r��.r we.�-.rii.w.> IDr GOIEAAGE - R�O'CQaWP9N6 \' _ 1 `I yrX_'�sl I I y'% i I�1 /Q •� ..wr �rrti�a-.-�'� .�. li -�`��"""� ,-,�; .� •r 1 orsraar•nan meomuxr! •a I e 'I ' ."�.""3'.e�'•".:=:w�`."'�.°n,.,.,.,ab.. .��'°'4'"..�..�e `�':.:.... �rwrA,� m®.Via, w�Mv..,etrrt..•svoer:+wa r...a�q�� °i.w.•�n.u••'�611• Iocl Nary w]0. I .�•.un�-m�w�.�.-.a W�.uu�em--i.rs �"ii°•� rwwM+.af �p�ro .rnGr .�.'wa. qe.wn9ea OrtRi'R e1MEl tma�. ]al -- I ........�..n.br •,�+°°��.:��: :�^..r �.,,,� >,eaer as �\'e"I r-- w.����-,~t.::q�`.. .v de.W..+,mr gym+..�ri.o~imew✓se.. _ \ I - —' I s /7— .aa a.a. •rvy.r evmic� `� I eNuea n..e e✓vr _ -� PROJECT: .m-•r.e•..a.•we -- � eec, ..+�..w ti.nogs:••w axle ' ' BLETSAS e , SEPTIC ,�,m•�4rMr,ei �� ---r°'� I ��=--- I 905 WILLOW DRIVE EAST MARION,N.Y.11939 w.+rw.�.ae.a..m.•m � __- I `I w e I DRAWING 7TfLE: rw.a.`S: r..... �i.�i-e•••'+I.rysr. _-T_—_ -� ,WY Mom, ' i I NOTES , SIIE INFORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL t. i SITE PLAN H.S.REFERENCE NO,R-23-0064 SO to I I'� I PAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ym"P t �J t S P-101.02 A SINGLE FAMILY RESIDENCE AND DATE: 10F2 POOL HOUSE eirerWlurrem �� ___1N_•aows—______ ___ __ —_____—_________ _ Date mw^ H.S.Ref.No R-:�9 ' _ mraaon The @seNvagetech dispdlor mit and water soppy facilities or of ems agencies have been WILLOW D R I V E Inspeetadandior txtB6ad by this Depa1lmeni or other apeneies and lourla to be satisfactory FOR TOTAL MARMUM OF T BEDROOMS �T:ar�re ur`E oaw,rraL � ammaml _ •i oaraa•+ oe Craig Knepper,P.E.,Chief ""°"� SITE PLAN FOFNEB" Office of Wastewater Management Q SINGLE LINE DIAGRAM w MAIN ELEGTRIGAL ZERO SETTINGON OFF d PANEL AT DWELLING INDICATOR INDICATOR DETECT RGUITION MAIN BREAKER f x - INDICATOR t N CIRCUIT ROM RAM LOG OUTPUT CIRCUIT U — 7 F— AC,(Dr,) INPUT PowER suPPLY ONE-CHIP MICROCOMPUTER TIME NIr m CIRCUIT 5ELEGTORS + U C DEDICATED,90 AMP SINGLE-PHASE G) GIRGLIT EIRE-AKER I ELECTRICAL SERVICE c 0 J TO HYDRO-ACTION L PLC,CONTROL PANEL Q HYDRO-ACTION SINGLE LINE DIAGRAM etas.xrs F- pCLEAN-OUT DETAILe 9 g euue.rRe aim - /- i f-yI�- r — §3 ecw - - - PROIECf: o _ v� r,W BLETSAS � _ a SEPTIC 5^J�:� :����—^�(� '-- `4-'� � � - '•• 905 WILLOW DRIVE I, 5 _=,�„ j _ yf•`3 t:iY� _ +n. � wramsn __ _ �•''� EAST MARION.N.Y.11939 ®% � - —"- -` '';'• DRAWING ifRE: POLYLOK 20"DI5T.BOX DETAIL WIRING DIAGRAM SYSTEM DETAILS eeue xn ems... !'i SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.5. REFERENCE NO.:R-23-0069 $' SP-102.01 DGTE:DyDT/]3 20F2 �. A1Ta¢HWL.VrA 11+olu+etv+uem�e.4e Koem�wMNrw✓Jn. Kb Temt•wt wvA mt avnUmweiwnatl MU Avivm O,s.aarm.rower d9 t j.OJI.n +pC EPTIG 5Y5TEM DETAIL PpFNEm ewe Rro Y l D157AN1,E5 TO SEPfI'SY5TEM;GOMPONEN'f5-'- _ IIA OW151NST r I ATION TANDA �/ y-'N ��'/-i�'+�'��y� "•^/',l�k:;:y",Y ;\5 ¢-� ;•g}.��� `rr _ -.�(MEA511RED FROM BUILDING GORNL-RS)• - _ I.11u Mtalbr met role a wren!Llgub Wasto Llceroe Fv t to 1.Irotd1 I/A ow5 Lanka oac.whg to InevtocwxY y'•,. ,T",r'c.. 1�%✓ 4,g a'n.' ++55�,/, .+ ,.�., led a°' - `I $Irll k oom ter S6s.Mtbb V I rye!b Ind,a ecomwMatbre while conlam N Bnac atemotl.All j:';•"9! 4$ 4 �'', v'„y '.•°-r y5 zr✓••T• 3 'r.`" EN al eo'"'ey CMp p try r k9M T.° G. s '�%"� ✓' �Sn''' "v'" � 9 ,,'p�e � �<' / SYSTEM COMPONENT CORNER'A' CORNERS' CORNER'O' CORNER _ d Bvsrbaem)BTevyr ore svreolk earmty vepeBrori d Labe, epplkmle.eeonabnmenna pohbd IxJ tee mavrme:ror don be �% J'.S "� y�, ,fi ,*}r ,y -. . Lben om Caneumx Allow,P"^"a'e to 5ullolk county dodo mplemented. °tv-'� " >„,. I ,. yo Y'` i'J'�" ys�g;h�t , �"+3 §sBs-T>.\ro vevarrmene or Lazr,ueen>o-lg.mti eerolmler claw Y, p:;�,q •, > F'w..��.,.,5, ARa .b >/•',.'i - '•, '' _ �-_ mahtaW°Ibt°I Ileereee I/A OWR Mahtennee ProNeara. 3.TM UA OY B took> 11 be-.1'tl at level N°II dl-t-I ' , 1-fi #f3>�ry,,..>:�•9 ' 'Ip ,6� \ °E°-HYDILO-ACTION ANBOO/A OhlrS 465' 22A' �]/�LQ� WN a rroxlram tolwexe h any a-octbn d.i a,n 9•'o�r hcN an - �.,.>.`' .�q%w• Est 5!'`;S�%,'�s _ j '4 �O[.'•t-' ].All I/A oWtS mot m regbtered wlN Hn DepeBrl:e h mHmum}hch tNct txad°/properly levabd aM crxrpacted satin :�,. aa^rj+r 47"' s '''� „ `\ °F'-20'o POLYLOK DISTRIBUTION BOX 53.0' 30.0' - cerdaw.wlN Article 19 d fh>Sufolk county 5mltdry coda (Ire.I—rocks)or pea gavel. • ®`° yS>>'l;i�r/:€s:. q'.'^. •.^.,/ >"!y)?�j'" y y , pwrb�to Ne Depa'Bnsht gedeg certllkaBen d completed "\ 4%y'�' `•' ]'' ''""':2�'s /' .•� ♦ 'k "6°-B'O x 10'EFFECTIVE DEPTH L.P. 615' 55.0' - - Bbctbn on'm Wllt' lob. 5.VA OW15 Tanis dmll be laed wRM1 a e b avtbt.A .Sin". :: a• r S r , • .�• �6' P VA 0 bowme+,ale a ebtrt>rtirn lean^5 try t.A �� ';;,r/v'„ 'E.=<. F-fi 'yS �+,y,• r' I ,7 LO v'9° ' B'm x 1O'EFFECTIVE DEPTH L.P. bTA' 445' O s.An exe'we opaabn and whtewxe eontraee mewaen Bu requ d le all ayaterm wM rtulbpb leahsg atwewe>unb»an i,,F".);_ v:c :>. *°• .r�%i?' s':w'; 3> +,'' ♦ `r' - M.Ineevbe Ravlmr R r nice be awnrtred eo Bn albrrratne tleY a Ne nt. ;. ,., n -` '' 2v operW coon gn is cppreve by D°pvrtme 6 a, �„fr+,y syt'> vk °J"-DOMESTIC DRINKING WATER WELL - - 41.0' 51.0 _ O Department plc to approval d the VAOHF rogbtratlon b!the [� >;h ?' /' {{ - r%�'n .';.•',.. `°.'y� p I \ �E}b1'ftTs t ,/,Y(D DepeNnnL m°r<ordvr nIN Mticl°19 of t1b Sllolk 0°inty A the top or ue vA owns tmk shall Int be bc.tm Teeter Ihol >,yb' '3 y/,•'­':.,,try�' .,�F `" ,'�'3",y �- g, ,�.'�'.•• ,'f Z✓ any�P��•• SW Cede. 23 feet a Im>Nan erb foot bebn lhbl "/- '> 3'''',,;�" Y s r"'" �'� /l" f 1 MENTS AS PER SYSTEM INSPECTION CONDUCTED ON JANUARY 04,2023 BY WILLIAM KRAEBEL OF �. �p`�� �i ,.�. `> ;�.,;.;< �^� ,. .;>�'��" &.<: �{�f'' s -_ y i3vil Ong P _ 4.All wtallea VA OwTS are re uwd to have er HBOI S.Ala minimum,all I marAolea Mall Mve 26hch covered yr„.*^ -�"«@+" °(` "• :.a,'�')' '"" d "d PATRI09 SITE DEVELOPMENT INC. 4 5'S� •mP'^9 t ,✓!`\.rs" `' �r J v '.4ry -� � AEURE NT$ARE O T C F O R5. of Oldtil T O tY„t werrmty and operaloNmohtewrn xrvlce contract.Alter Ne ocae».penLxQ to gale bcoba ever Bn filet em mllcL fi� J' NLLbI$yee opeabn eta marlralabe xrvI'e ca,o-m!M1aa cover•dnu m el'Z 2o-t it almwter.ataregrc oIe s, ` >;.>,"-a'• ' ,raZA expYeq property owron ore expected b maslmh an eperauan Treed-prod beKng cane ron'even o Nermbpla>eb eovera a S:ti c /.r>�4" 6 ' r I ♦ Jt g� O C) om rroHerorce contract b accortlarxe wN Mticle 19 d Ne Ilnol Bade.All ra aM1ell be mYgrotl h accerdmce wIN xctlon 'y� / n; i'J••.� .nym•��- ///L Co Suffolk i e ty Sanitwq coda. 5-III o1 Nb etaMetl. f P 15.�c �U�9 Y N U7 R XA 5.Men on VA OHTS regvo-e>o veht.Bra elf doll be vented N tiro b.W,vn 1 madblc>oe d to be bntalled h a ,;sFg•SF y N�y �y Yr %'' L %/' t'6,P�1 j s 'l�c%„ ;•;, c%.TI' �D \\ P(to\.' \ ¢ a:20 piped miveu °r pW 4:g ere.,alb m°Mle eM1all be ma N be 5t 'z �' /.� �rj l i a, v\roar oI eM roameroe behy rvee.vent dull exmra a k kyne SUBJECT PROPERTY `�> � �> '' �,�v�° '' •' � � ,'� YYY 1 �Y mmbwm d 6 Irchca move Ehe rod Ube rntl Na top or tM vat traflb IwoNg to meat W regvlrement>01 AA5NT0 H-20.r / •.Y� �:: �' � Q U � Yon Inve a mhawm heBmtal aepeaebn or I2 kKM1e>eo me ws-2o lomry t .�„ '. "�v "; 0 P p\5 d t d tb rod.In amea.Ae.e rz b nee el'al w '`k gl�j?- d - � "'>'•'�,`• jJ' •. vltheay>Lem t.ten reamerao tool.-FP. pipe mpoJ m plpm to T.the outlet Mert ebvabn•loll be a mlrbam d of teat bebw 'o� 5 ,Vi,1, " "i•%� �'^ I - _ U y ♦\ \\ V\� //11� tiro a ter! f Ne roabewe and terminate a min' d IB vends tb Inlct Yrvert alev.tbn. 'S •°'a ,A .F�' •"_ ,l r �'/` ij.'T �✓°° / \`�v=. ♦\ t v W mweam'am a!dine 1 roe rTam property 1mea.TM1ex veht u" ..t �,`"'e`,._>•=:;:��� f'?¢" AlR 4* pipe• II be bcab0 a mmrrun d 9 from oy Mwew a B.sorplalg maM lea.M1all hood of wlm aaroter d 2 reed m w ./ 3• ,> 1`,." !�v"^'?'✓F:', =:✓' , -k fby' ` .fad \ ae.rwey�mad mmnkeee wN a carbon toter mvba.All vea w d 2 roe bs a loot. D s- .,,.?'- ,'' -v,,x/-.;�,4 ✓� s°+=. `\ pipes muse hove a mhawm eloromr or 2 I lna, e�� � ✓. t r � g��,y���;l I ♦\ 9.TM1ere ehall be a mmmRm reteMbn m N ml.w Ne collet Invert \ �••e! ,r? r-"" z �/'§ 6.Imtalbtlon arm use d the VA OWTS neat crnlem to tb vex ararLmenL'e cpprovee vA owls gNdaxe mcuiunt pep°rea vI ',r debt wl Ne atarmee>ter'App I min>tmogemenc o! 10.All xwer pipe perbtran.ro h tb•mplhrg mmMle dell lee '•,� .,f.y VACANT ` U Imavalve and AIlemnnve a d».mAF=r l Tro=,t SS.rerrb.• .°eertlglrc. r�-G '' /; tom,-' '3 'S:j`",�-;F; "9 \I \,�"+y . ELEOTRIOAL aEOUIaEMFNrs. A � t��' � � ., . {5 .I► '.^P" ♦\ \ LOT I 1.l/A O 51ei>droll be eonWctea d pecmt c.neete, lgNTROL PAIELS LOCATION vl MAP '1t �O,,P , •\ t ' +� m Itxsrglma,polyeByleropolypropylew,Ner.roploatlm,a oBbr I.The car 1 pxl box meat ba placed swim.n°wltmle rrMarbb h arrerdeve wIN Depatmeht etomem arm IONYLRR pemsml lK strucwe Bm!it xrves.Al_y,the pawl App. Ts-A Tin vac d steel emks b pdaeed. box Roy m motored wi m mcalm wall a Bn>ervcwe(peraade SCALE:NTS a utility room,aM rot a Iivtig apace).ONer locatbna Tor mourNrg .., ... _ I 1 U'� 1 - ].Won m I/A OM5 regWrea a aeptb tmk Ion pretreotmcht pn n�pmel box will be cabimrotl by Ne Department en a - �ry --••-' t U C:a ptb Link anon be m>Igrod h occ«dmce.aN aeatlena}Im c �j-coed tab slid.Irch vA owns mwra<wx opprovol. PROJECT!ZANING DATA.-'.�.,:.',w�:'. `. '�- .. ','.. 150 J 6h� em 54p9 d Nb atomod. ". ..^ �-� LINE�PROM YELL 1 EL o T2' ].The taro d Ne I/A OM$O•M Revbx twat be cbely TAX MAP b 1000-22-05-12 5-U"'_otherwbo s eclPbd,Bn leach Wewe/ tom tMt Imntllbtl m tb owmc d the -1 ed-I-a r,mbm l �•- 11'� ACK'T Lt1'� ♦ /' Mlbwa an VA OW15 shall tw mslgrod Ngaccordmco>wttll xctbn to contact h case d alarm, pp°O �OnO NE,Gr°���� 1 1 LINE 0'50 yANiTAR s-let om 5-no of Nb etemed. ZONING DISTRICT R-40 CONFORMING M SETgACI`_.,.:cLL5) 9 n 9.p-a-rbr peal pbcaroht erobb>tb eyatam to be serW"-•a ` Dtt'c''° ,I, I ♦\ ,,O �' p all VA ow5 traaCr nt t Jc nbll M1we 30-Kh taro,elYnhat tM road N ace<as tin Wbe d bro build -. _'}' '. �--`- DRYWE4W�CONNECTED TO ay p' ry cmJ s'9 hs' LOT-GOVERAGE�- - POOL H 5E,SHOVER l /8 c vcred acre>a openlrlgs b grade lowtetl over the hleL om 4.Tin Pero!box rove!m wlNm view d tb>yatom locatbn to blp ^' `� ♦ /I I Q wtlet coven atoll b°either 20i h aarct°r uotertlght me rocllltat°operalon aM mohterabe. POOL BIACKWASH \• / Mectyrod bckhg cmL Y.n coven a Nermoplmlb cavaro at LOT Y DESCRIPTION(FOOTPRINT).N AI�A Y I % Ihol�me.All coven am MYmeyahben>M1all be malgrod h 5 the con4�l pool alnll be pbme a a comfartmb bight for COVERAGE ac Ernce wIN eeclkm}III°!Nb•reined, access N tlene wIN Femral Emcrgcncy txmugcmmt Agar y 1 I I 1 I \D.W/ � I ♦\/' 1 5.Ylnn a I/A OINS b oppraved to b°btalled h a MNeway Q f bad tow requmemenb. , 1 1 �' I TOTAL LOT AREA 40,133.0 S.F. \ OUTDOOR I partbrg are°,tin uM atoll m maigroe etl/°r Ymtall°d N b.Tn pool dnil m°°L Natbml Elec{rlcol MaNacCren 1\ I-STORY ND.FR 1 5� 1 weme HS-20 o Ia-2O lemsg as mafaed by AA5NT0. Nsoemlbn ENEMA)4x epeent<tbro. DWELLING K/ATTACHED 2 OAR 3 1 \ DRAINING TO/ 6.Gatxap gsmcn dull roe be permitted.bon m VA owT51. T.All mbw •ee wshg Twat m nm H elocNiwl canal!.The &ARAM J2TBb$F. T.T% POOL HOUSE W , POOL DYL gg�� CRAWLEPACE 1 u[nBee m Ream of x,.oge aapoxl, cam'mot bve rapprepiae xab m peveht gmea am nnbwe COVERED PORCHES a DWELLING -1505 S.F. 23% (O BEDROOMS), hem reohsg Bra control pawl a p+btbn bows. t\ FF.EL 1.Ybter aetteror>-11 roe tlbdmrge nib m 1/A Ow S mtl W Depotment rocemrows wamr adteror backxmM1 m eomeeeed to D.F^,x aptem�r�ll m equip m wN o 1urctlonhg wenb'9 ayatem POOL HOUSE 345.0 S.F. 0.9% C to Q•ywell ocmptmie w Toren a Vlloge w dh „IacM1 raUl mtNate ambit�Vb-1 demo tint cm b°madly I I Depobwnt•. aeon min!nod by Bn occup d ern buntlhg served.Ttb Depotmcnt rccormama o tebmetry mvbc m vbtalletl to INGROUND SWIMMING POOL 500-0 S.F. 2.0% POOL EQUIPMENT D B I/A OwiS[aria Mall m w lglL em cenaWcted d aavm eb Mm9,m lmeig mhmta d eleerblllb bbw eaB reultt hoa-e v roauta anW tJeeacttb lNq ae xwwe»erIv ap cao»rrawre btne sotrh g c9cver o$em red mImma reAlch ee ero ggt e pmpa r°Iryatann eet ot oe rpbenr°ppla11 pNea vol L'w't aarne duiw'o •\PROPANE GA`5 BbMrourobN od Sv OUTDOOR SHO ER 54.0 S.F. O.I% CONNECTION All COVERED PATIO 355 S.F. 0.9% watrt I --LLWRRRTBJ"'1 II,1,I- CSPOAONONNILTE ACHHOUSETYES DPE FIREPIT 6 SEATING 956 SF. 02% SANITARY PIPE IPE o prrc ;Pinl 10. W epyopply a vm o a TOTAL AREA OF ALL STRICTURES Sbbl7 S.F. 14.1% mZt= o (4)brcM1m(IOomm)of mercury.Tro tank b appwetl It 90%of I.The electrbal)urctbn box>crvhg Ne piny molar as Moab \ Z I OI / OF OWELLI , U vavwn le rib von Iwo mwre>. move m watertfrc aN le'dee o calm the I/A owes toac ehrn:ber. ==pgAXIMUM LOT COVERAGE ALLOYED-20% U.r•!ot<r teat>y:Seal 1mk;IIII fob wM w�to oWct bncrt 2.Ay blowers Iocoted Msme d Ne 1/A O ant min!m pbrm < r / _ elevatbn,let atoll for 24 M1evra.I✓allll Ne toi to tM ouelee snare a Pm(eoosew,plinth o Ifoergioaa)and hove°•amtlpad I 1 J/ CA. &1RIM ELEC i �\ deer the 24*our Pe la con PI° Let tb tmk atrntl for e: ercbxre cover. l �tkmal 1t2-trot btl,lira tetic b m II water level b I/ fat / Inm le the IPhoo wino Wvter to t1 .-ll '/ LINE TO POOL/ PATIO w pope p a Wj b 9.All parpa om Ilaot 4ee>mint be.,.^_»ble arm xMcemb �s'2033 NOTE- y a-'� �j �O�PROPANE p LIKE reeambrmed to m aoro coaled titer wmllalrn, tram aweaa openbya. FLOOD MAP DATA: /ll I 1 h`♦OR L_ TEST HOLE DATA MAP a,56103C0065H ¢¢¢ 2t 4.Tw fla dn11 be araahed to a SMedrle 40 PVO PIo tree MCDONALD GEOSERVICES MAP DATE:09/25/2009 tna can m em1ly r a Ix aervbe a Juatment.ten!bats POB 125b FLOOD ZONE,X abll rot be atea'rrea to Ne Iaee Rah SOUTH2LO,NY Iml I Rewo'ed wwrate Yell have°mmimm carpre»Iva strcrigth (63U?65-56T1 2.SITE PROTECTION/SILT FENCING TO BE / i ' OUTDOOR SINK COVERED PORCH �❑ o!9000 pourma per aqua°srJi(paU a!28-map act. S.The ocpotmmt doll obxrve tb pwrp ayatem operate thrdf MCP6 aOMAIL.COM INSTALLED AS REQUIRED BY THE TOM OF DWELLING w/ I I I j DRAIN LINE 2.Wa11 IN—>b11 m°mhmun d WM FKhea vale»Ne a rormol operathg cycle. g�LD. PRIVATE WE.#.• 1 11// TO DH A / , s Ia mYgn hen been ccrtlibtl bJ a Ncw Yet ucemed Rdeaabml 6.wpectbn la Icokagc of Bn!eve mob Ittthga„ill Iw mine EL.=542' \ y SANITARY SY§TEM 1 I f LEADER FROM / ). VACANT t t 6 lmgmeer m mreplying wIN all appoprbm requremenes for Nm d.rhg the pump teat prxeewe. 9.SURFACE WATERS OR WETLANDS ARE NOTYI/��ryry / i//lL --DOWNSPOUT--- -- / Q I LOT - O II con>Wctbn.All wolb,bottom om tDp dell cadom rehfechg OL DARK BROYW LOAM LOCATED WITHIN 900'OF THE PROPERTY. \\ g I / ��,--, 1YL to resbt er gglbtl forty d 500 povma par sq Too!(ps!). 10 - Q• / I / a r4 Ersoral SILT 4.ELEVATIONS REFERENCE NAVD 19BB 5.Eta-coat wwrere acctlon anall be aeairA wIN orb N u h butyl �l I 1A------------D '-- -- 2-STORY P.O.FR.SINGLE � I ~ rvldzr pht xalmt whkh renfems to ASTM C.-990. 9D' - 5.ANY VISIBLE YELLS LOCATED WITHIN I50' ��N j FAMILY DWELLING a.All sewer PIP..t 1 trace tb ASTM •bewail el Bn tei '(?�'U �� BASEMENT a ATTACHED n P P P� _HX SILTY SAtm OF SUBJECT PROPERTY LINES ARE 01. L _ ' 2-CAR 6ARASE F1L-C' I m om Mall be waled wrzh gat o ether mean oeeepta>Ie W Bn $H WITH SRAVFJ> DEPIGTm ON SITE PLAN. .ry0 �( / /PROPANE- ('1 BEDROOMS) METER F o m Department J,as watertl�t eealee Ilexble�oNt aria tin ppe .r r(' �- PONERm LOC.I Q \ \ gmket ImteroO to tb Pgae wIN atehle»steel retractmie 50' - b.ANY VISIBLE SANITARY SYSTEMS LOCATED / 1 I / �Y/ GENCRATOR F.F.EL=36.4' O O O clorlp(a). YUTHIN ISO OF PROPOSED DOMESTIC YELL I IB'axlb\ CARAOE SLAB EL a33D' ------- ----------------- ARE DEPICTED ON SITE PLAN \DJN) 5.All JonNa anal!be xaletl x Bat.Ne tmk la watertight.Sty I 1 I -------� 1 I PROJECT: aectl.n}II4,IS Totics But. emL h plaeo regNre prbr BURIED ELEC. oppevol from the DeparUront arm met M certxba by°LberaaG I I / I 1 LINE TO VA 1 1 R�leaabwl Firghecr.A!a MnYwm,tb Moor arm walla el a 1 1 pWTS 1 BLETSAS concrete tmk mvat m morouNlcally pained. A/C / 0 j b.Yanrova pactical,cewete vA vwrB atoll rot m locates ; �>�• ; ; CAVERED$TQOP A B , , SEPTIC wiNm gravMwaer.Far Wblbtkxb Bra eb pierce wiNh , gowmwater,Ne bottom arm abe potbm,gs fa IB hrhne move PALE BROYO.1 FILE \ 1 I I fast recermd/expectad golrmwater elevatlm,d Bn I/A OWTS SW To COARSE SAND /r I IBURIED FUEL LNEy/ CO. I t dell W monollNbally conWctea.In costa wxcrc Nb b rot `\ - ------- p°in;mw'e nfeo !eaeowMOee xp and y° w��r°Ia / I000UMEP-, I PROPANE TANK l _ i I 905 WILLOW DRIVE ebvabn orrtl Icak te>4A to eroire tftro»pier to eperotian. \ / ? I 1 1 /B'mxB' � ,BmxB, 1 EAST MARION,N.Y.11939 pave 7.In cme>wbn wrurete tmka oe Wtolbd In gmw,+ater,tb / \ I I ASPHALT m tJ"p DRI VEHAY G otmslonal abll avbnR buuxy wlrulaEbro W Me I I ♦�+ -( 1 bofight el Ne fait(wIN o wlBxbt mcM1ebg o t1n atldrtbn or `\ yyU" 1 nnie)wn1 m a!dine 1s elmea mere Nan Ne welghe er B,e water � I I I 1 i DRAWING TITLE: dleplar-w TI'n Woymcy calculabn doll W deb u>iry hlgheaL l / I e pe'sed/recorme w.mwamr elevawn wIN nn tei $on ��_ __ meermm bP�enou vet bObelimma°d e _ r _ F H i NOTES 'n5 ",g or ' r"9v conMENrs,rm sRalnrowATER Y gPAc� ut , SITE INFORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL EN 1 I.EP SITE PLAN L.P. I H.5. REFERENCE NO.: R-25-00(69 S� z 1 1 a PAGE: Bt SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L� °I iB'al i SP-101.02 APPROVAL OF CONSTRUCTED WORKS FOR TEST I A SINGLE FAMILY RESIDENCE AND 5 "I ASPHALT EL DRIVEWAY 42, SITE LAYOUT NOTES R••7S 514.99 1 1 DATE:07/30/24 10F 2 SUBJECT TO VERIFFILATION BY A LICETS 51TE PLAN A NSED C• ..3' \\ POOL HOUSE ---�---------- --- -------------------- .. _ SURVEYOR THE INFORMATION REPRE5TECTT E BEST OF KNOWLED 15 TO THE nEL 561'20YJ0'E Date 8)zs)z4 H.S. Ref.No. R-za-00ss E. 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED AUGUST 01,2022 The sewage disposal and water supply facilities at this location have been AND PREPARED BY- ° SCALICE LAND SURVEYITIG W L L O W DRIVE EC inspeetedandlor certified by this Department or other agencies and found JASON D LEADINGHAM ea 9 to be satisfactory FOR TOTAL MAXIMUM OF 7 BEDROOMS. N.Y.STATE LAND SURVEYOR LIC.a05ot36 f`/�]�/{lf�A.tL/ ��, TELEPHOhEr(63U 951-2400 5UBDIVI510N INFORMATION _ _ _ MAP OF 7rIGNPOINT AT EAST MARION SECTION I' O 5 1- 20 30 40 50 �9T 03)40h Craig Knepper, P.E., Chief LOT12 51TE PLAN eRAPHICSCALE -- - FOFzdFN� Office of Wastewater Management M�"O76BO FILED OI/I650 SITUATE EAST MARION,TOWN OF SCALE:I°>IS'-O" SOUTHOLD.SUFFOLK COUNTY.NY SINGLE LINE DIAORAM w LU c, J co MAIN ELECTRICAL ZERO SETTING c C N ON OFF DETECTION PANEL AT DWELLING INDICATOR INDICATOR CIRCUIT coo �CDzs MAIN BREAKER a •�co.514 C X 7 N 0 m-z t N Ln I NO I GATOR CIRCUIT ROM R/�M LOG � OUTPUT CIRCUIT -I-- U — TIME POWER SUPPLY m F-- AG (DG) INPUT CIRCUIT ONE-CHIP MICROCOMPUTER RANGE/UNIT — SELECTORS + I U c I Q — DEDICATED,30 AMP SINGLE-PHASE li GIRGUIT BREAKER I ELECTRICAL SERVICE 0 J TO HYDRO-ACTION PLC CONTROL PANEL a HYDRO-ACTION SINGLE LINE DIAGRAM SCALE:NT5 .................. ....... _..__...._._...._................--............................___.___ 0 yTT o v�l_R:.•3._¢�_ �—.-tom'_�"i" ;:< (pp oD � o ..�- _-_...............�,J_ i SLAB EL!945' � AVG.GRADE EL_ '-)— +--. .c ux_ _¢.•�,,,— "tf. TO DYELLING SANITARY LONG. PIPING.1fEN TO NYDRO ;Y�•.-. TyF'--Sf IT PJ O•R F5.0�. ACTION AN-DOO I/A OWFi MIN PITCH j•,1' (INV.EL.•So4') C i .. LAST IRON PIPE E%TElbIN6 �i O p CLEANDLR•DETAIL FOR ARE4i NOT SUBJECT TO tENICUtAR TRAP'IC MIN.W. 2—MIN FROM BUILDING ._._.._, EL•33b' FOIRIDATION IN ALL OUB ,ALIRMTE"/:6 FOR FENDS,AUERWTE'c'IS FOR ME WITH BSL.EE'm'..1/ECINFCT'ONi V GLEAN-OUT DETAIL 5 1u ES)BEDROOM C SCALE:NT5 n..F1 I Iu.c _, sEcarroARr sAPerr PtG rgNTRaL PDLrLON 2—v-Box w PRE-CAST coNL. ~ IN MAIN DRAIN4 PATE}.w 1�100 SELLRITI'GRATE(BAFFLE LOVER BELOW GRADE « RY!AVER OOMPRE950R REOD IF INLET PITLH I'-0'MIN. I •i: (TYP ALL RI SEfiN E I'-0'MIN. AV6.GRADE EL• E%LEEDS j'PHL FOOT) 3'-6'11AX G N O�M^K SANITARY BYSTEM•340' S%MAXIFLH SLOPE O O i I P 4� - - PROJECT: MIN,4'.SDR BS MIN.4'4 5DR BS �.J ,t� .",,,� MM PITLN}',I' MIN PITLH j'•1' BLETSAS MN tw. MRL 4'm SOR BB OWlT ________ _ EL?BOb' - wLOREO INV. INV. IIW. FLOW LINE SEPTIC g _ MM PRGH j•,I' EL•BOB' EL.•�O�' EL.•50.1' INV. t EL.90D' ti 4q ,�;'" 1.;'''�fi "^;,. �'i(Y �'"'p e•r=;,•,,_._�.i..` -?y B^ !'E _ LeIc�T Tilr�'+G zo• a"� 12•TTz Mlru BED �,/M� - 905 WILLOW DRIVE ^'< ^, :1'', ,- ....G{`^. t' yt'.J•T EL•]GZ MIN.FROM MLDING "fir: , iF\wE :`rj FOUNDATON ^ OF SAID OR PG LEVELING DEVIGEZ t �'; sRAVEL ATM ^T O1Ts � EAST MARION,N.Y.11939 " ' ('� .u•..v. �''ti:•,J:' �•--5'-0'—J �5'-II' Y v POOL(5) �,�:.. DRAWING TITLE: z4s NITROf£N REDLcnoN srSTEMWIRING IN: POLYLOK 20" DIST. BOX DETAIL BILL OF MATERIALS sLRRDmmI`�N6`:L.F. SYSTEM DETAILS SCALE:NT5 ITE•I PM DESLRIPFION DTY. SUFFOLK. COUNTY HEALTH DEPARTMENT APPROVAL NA ANDDD TANK,ANp00—NITROGEN RET TION H.S. REFERENCE NO.: R-23-006q 0 045 PRETREATMENT PAGE: 5 15DOD] INS STANDARD Z TANK LONNEOTING KIT I - L _ A�f�E1--SLY,RE-LIRGIRATIDN 345 LOIiPLETE ANDOO i S P-10 2.0 1 D ANBOO� AN500 w PUTFOTW LOMPLETE .. E EL50-50-L-I50-PLL EL50-SO-L-I50-PLL I INNOVATI A_ RNATI ON I WA TEWATER TMENT S'5Mhj(I/A OWTS) LEAGHIN6 POOL5(0) DATE:OZ�O7�Z3 1 OF Z I. I/A OW5 SHALL NAVE A MINIMJM TREATMENT LAPALITY OF TO 6PD R BEDPOOMS). 1. LEAGHIN6 SYSTEM FOR A T BEDROOM RESIDENLE SHALL PROVIDE 4l5 FTT 51DE-v1ALL AREq MfORO-ACTION ANBOO PROVIDES DOO Cf0 TREATN@M LAPALITY (2)D'm x V(EFFECTIVE DEPTM)LEALHMG POO1.9 PROVIDE 500 FP 51DE-WALL AREA FOR 50%E%PANSION ADEWATE SPADE FOR N D'O x 10'O3FELTIVE DEPTW EISANSION POOL HA$ BEEN PROVIDED(E>�AN510N POOL N T INSTNJ.ED) t EPTIG SYSTEM DETAIL v many N� o �Ofi NE` SCALE:NT5 ew y ..r r•,,r +^�TT� " " *':e - ,, AA" r"9 M w-r^ :..•,s ram,'- ?"T�'r�.c'°'r"°:. GENERAL REQUIREMENTS: I/A OWTS INSTALLATION STANDARDS: s ' , 'Ir ? "- r,,: �;1 ' ^�` i. `^' '`•i" D►STANCES TO SEPTIC SYSTEM GOM '1 __ .� •, "` �r ';��z, �, ' .°'f r ,' 4 �� t' ' '•j (MEASURED FROM BUILDING CORNERS) OWTS tanks according to manufacturer's .x. '� :r'4 rs � ,":_J'f f �'.. �`.' _------ -°--_------ __._�_ ---� -- - t__-.__-,•- ._a_-� . _ I. The Installer must hold a current Liquid Waste License pursuant to I. Install I/A g M _ ^. #� ,g,.7` ,q " , ylr" , ` ;` - __ __--_-_-___-_. _ -.-__-- _-_- rtlele; VII (Septic Industry recommendations while conformin with these standard. All ,. , ,d . `"- *'.1 " '�' " t''' / 101 Suffolk Count Gode Chapter 563, A ( 9 ,. ,,� .'', .I , ,.: !-.' �: r <,3,;:. SYSTEM COMPONENT CORNER 'A' CORNER 'B' CORNER 'G' CORNER 'D' y P P y : . . Businesses) through the Suffolk Count Department of Labor, applicable recommendations provided by the manufacturer shall be b Ai :., `' } r ; ^ , _N 5 t.1 ;. :',• .":'h . � y' I-." a . ,• ' , t.'i•;: ' .'', ,, 9 y g } t . .a ' x 1 , •Y., t - _ - - --- _- -= L_ -_- --- -  - I a. Licensing and Consumer Affairs, pursuant to Suffolk County Code implemented. •' 1 r. ' _ _ _ - 97] gs r e' u Amy Fp .� I \ Q 563--Iq. The Deportment of Labor Licensing,, and Consumer Affairs s . - _ § g lr �,t tip" r: r' =,r• ,; .,.- :, '' ^' E HYDRO-ACTION AN800 I/A OWTS 46.5 22.0 i P in talled at level In all directions ,? U +' _ "r. '- <'' a a ', ;e l e Providers. 2. The I/A OWTS tank shall be s t" +� „� �,,, ,_•- " _ . , .r.. \ L Q TS Maintenance .rr __...___.__--_--__-_ -- _�_! . . y y `' maintains a list of licensed I/A OW "" __ _ _______ __ (with a maximum tolerance In any direction of +/ one quarter Inch) on e "" J0 a" e ��•. •'+, :"�+ -- -- - -- _ I �:5 r,� t '�.!C.•.,j e*aR'�,."T� �, ( t'� . ! f y' 4 n "� : :.t„ n ii �' ll j W a minimum 3-Inch thick bed of properly leveled and compacted sand E� i "w �+ $ ?-. _ 1: " .fI; . . F. . 1, \ F 20 (P POLYLOK DISTRIBUTION BOX 55.0 30.0 - - ,, 2. All I/A OWTS must be registered with the Department in ll y - P P y P $, r`,d".' �, '.f 4:•' t G'' l ,Y e, ., {{ a .'. t .i' 'y., f. �Fy,,.,i:,,, c,. ." - -- i� ,I I W accordance with Article Iq of the Suffolk County Sanitary Code (free from rocks) or pea gravel. ,_ „.• -,, �. , ^'. f} 'i'^ \, - rlor to the Department ranting certlfk,ation of completed f y- 1 , " -� ¢ �� - - P P g am' ";,` �Z .. '' �� f °"'' v'.;' 6 "O 8'(P x 10' EFFECTIVE DEPTH L.P. 61.5' 33.0' M Y 4 a i` o if {, u ' f '."4 III 3. I/A OWTS Tanks shall be rovlded with a sin le outlet. A !. ' ,`,./�" . ',,: ( -- - - - _ -- -- - --'I - - - I' ------ - - constructlon on as built plans. P g P._ , " �1� # ,a`.; J . j ,t� ;. " :`,` 1T ; a �r ,. , -:,','* : +. •c�, - _- --_ _ - - --------; Q _ N distribution box/manhole or distribution leaching structure may be , .. a r•••:,•` y. , I, . ,�. b4s \ _ - yR .. _ ,. .. ,„ 0 0 , I y, eac In structures unless an "` ' 1 i7 ' `r ,'? 1. -- �° f ";w`:'' ,`''''• �'` "�' o,a H 8 �D x 10 EFFECTIVE DEPTH L.P. 67.0 44.5 - �' •O 3. An executed Operation and Maintenance Contract between the required for all systems with multiple h g ;>,!_:'.. F.c «. '' l p g PP P "'•..- .,.,. l _ �M r ;» '. /,�°.-) •'. ..Ham/ �� `,. ',"., k f 1 / ,r i 1 Maintenance Provider and Pro erty owner must be submitted .o the alternative design Is approved the Deportment. , d , •• � �IcM , ,. 4,. ;�,.F- ` 'r _ „J„ _ - - f �\ O Department prior to approval of the I/A OWTS registration b� the " t '' '`r ` _ ffe r ,' . ., 1' ---- ---- - ccordance with Article Iq of the Suffolk Count 4. The to of the I/A OWT5 tank shall not be located greater than f., , ~� ., •�•. z ':;1`> -___-- =z____; ___ _______ DOMESTIC DRINKING WATER WELL JDe artment to a y P ,. `' " r, y' s'3 � _ ----- -- -_ p 2.5 feet or less than one foot below final rode. " ' -` f' ' Sanitary Code. g ' ''" {. w r " _'c -. �:.,.e '".I � 'I' ' ;=`", _ " O I .�i , MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON JANUARY Ocl, 2025 BY WILLIAM KRAEBEL OF L_ ' ,•`�` �y 4' `--` ? ?41 � PATRIOR SITE DEVELOPMENT INC. O C z O minimum all sampling manholes shall have 20-Inch covered �t ,, ;" E .I ,' Y . _ - .' t 3 y, l . ^^r. _-' 4. All installed I/A OW75 are required to have an Initial 3 year 5. At a p g 'x', 's`y',''� ,F ', 2, .% - �{�qa .,y : yi ,' � K `_NOTE: MEASUREMENTS ARE TO THE CENTER OF �OV RS. i maintenance service contract. After the access openings to rode located over the inlet and outlet. � , "` .,.':° 0 .. . 7!y;;'y.`;'.,'•, � ,•^ _' \ ti���'���`-�����-��'��` LL 'O � warranty and operat on/ g ',;.. '., '',;,. R •.t e .f°'.F _ ° _ 0 Initial 3- ear operation and maintenance service contract has Covers shall be either 20-Inch diameter watertlght and , r, ,j ' * �,° t .,.r - s �` � -"^ �'"- \ '�2w y P 0* . . f` .,1, , d` ''' °°'�.�. ' ;•�f„ti x r.,' t..a >' X C� N expired, property owners are expected to maintain an operation Insect- roof locking cast iron covers or thermoplastic covers at t , • ",' ;° `' `"'~ ., " '� " � "?• " Y� �i P P P 9 ° .r u , �.:. .; ._ t�. ' J , ! . s°° �' + r �. p; I , C I- • P I' y ,t ...h-,< ,,:" '�,,.. ,.�. .q- +,1 :'4. �^; f� -'•,.r _4' ++ o 'I,- �,- 1•. ; ' ,:'r i9�.�,�,1.,, .'t,;:.. � ', -leQ O O O + C9 and maintenance contract In accordance with Article Iq of the final grade. All covers shall be designed In accordance with section ,,, .>Y" '. / d ti° t t`fii - _ p a..,,. Y.r' i ' * U 0 CO .7 r-- f Suffolk Count Sanitary Code. 5-III of this standard. c. ! I ',-`. , ;` 4 ' d, „ • anti \ Sv f y y " ' ' ,,`y'',. '�' •r `'r' u, N" , . .nro I �' .I_ "''. {'yap ,"', , I, •:}.✓ '7"e4 _�:;•,bv` I h \ l� .I N O `V Installed In r, ; ,J.$ , A • . „1: r d s' i «5 E =36.77 0 \ E- Q _ O 5. When an I/A OWTS requires a vent, the. unit shall be, vented to the 6. When sampling manholes are approved to be =`'_ ` }' . ,A ; , a >, �. r ° \. roof of the residence being served. Vent pipes shall extend a drtvewa or parking area, the manhole shall be designed to be ''` J'. /' w, ,: i '�I',.'.,f,"` .' ;�' "�: I ,�PG �0 \ Q r- d O g p P y SUBJECT PROPERTY :. ! � : , \ minlmum of 6 inches above the roof line and the top of the vent traffic bearing to meet the requirements of AASHTO H-20 or r „ �.. a i ,r ra4 ; i i, 0 U \ PG shall have a minimum horizontal separation of I2 Inches to the HS-20 loading. c i ° ' ' }` : ;e ' �' �' 0 Y \% g0 �-(� sloped portion of the roof. In cases where It Is not practical to - '" 1 P \ p •d, y.'. `,.,'< r' ,.ram . " � � +' {:a A /. r. «','r Q O \, vent the system to the residence roof, a vent pipe may be piped to 1. The outlet Invert elevation shall be a minimum of 0.1 foot below ; , , fY', r"7"';_ .i^'�``�► ' , " r : ...,. ; r�;^„r„c, ; $> '.' --_ _ 0 \,\ y PP y PP the exterior of the residence and terminate a minimum of 0 inches the inlet Invert elevation. kr4. r. -,I ,,,I \ !(/ ��\' (/�' `J above rode and at least I foot from property lines. These vent «. .,, ",`" � � �' ^` 9 X11 ,.� ' \ ! shall be located a minimum of 3 feet from an window or 8. Sampling manholes shall have an inside diameter of 2 feet or an a w: ', %.., " k x _ ' -4-,.Z-- , 1 pipes y P g �` "' ,", , _ ,''�, /^',�,, p., , „•w� ::'",� .` '' -` ; ';,'x j f 'r %y rc'' , "�� � Z =' �.- doorway and must terminate with a carbon filter device. All vent inside area of 2 foot by 2 foot. ',;' e :<: �..^rf,W' n0, ! lot � F.�+�` r`a , +j �,. ,° r 11 N \ pipes must have a minimum diameter of 2 Inches. 1 4r: / ,k� R.' '^= r q. There shall be a maximum retention depth below the outlet Invert / i ;, �e +' ' v " ,r -0 \ \ ---_- rr_ r. d ',' .i t` Y .?.. !',,.' rt t ► �j[°. 1e a, F r- 'a 1 y:{•" elevation of six Inches. .11 \ a*^" e e'` \ \ Z-- \ 6. Installation and use of the I/A OATS must conform to the c ", :' a_e r '�(- "a� roved I A OWTS guidance document prepared In r ,. •j `'*' ;;"'g'_s T* wa' � "t °' \ a' "' �� � - T Department's approved / g P P {:..; .,r: w' 'h, ... ;Z . o' �l Si` t � r pipe penetrations (n the sampling manhole shall be ��`,: � `�. -1 , � accordance with the standards for "Approval and Management of 10. All sewe p p p p g e y+ y, ",' �' PP ° ;, °�,, ,. r �:.°',; 0. -t �, VACANT 1 Innovative and Alternative Onslte Wastewater Treatment Systems." watertlght. .�� • ^' . \ �� � U >4 ,' r: �Y, day �' p!Y �* ."a d,ay=� 'S'tt q * .1 1. 'i,. ,1 0� �J LOT { • MINIMUM DE ION QUIREMEN 5: ELECTRICAL REQUIREMENTS: ..f _-_ _-- , ::.. :' "1 . '' ., ,^4 ., - - -0. ..l a r..- - r ': ...'. '. .�..� ... F- \ \ 5 RE T _ ... ,.,..,. I. I/A OWTS tanks shall be constructed of precast concrete, CONTROL PANELS: LOC�TI ON M�i� I \ ��0��1� \ \ fiberglass, polyethylene,polypropylene, thermoplastics, or other I. The control panel box must be placed outside on a suitable materials in accordance with Department standards and IONYGRR, pedestal near the structure that It serves. Alternatively, the panel , ���(j� \ r referable SCALE: NTS \ 4t � • Appendix 'i5-A. The use of steel tanks I.� prohibited. box may be mounted on an outside wall of the structure (p ,� \ PP P \ + a utility room, and not a living space). Other locations for mounting --- -_z-._, - _- _ _ - �� -- -- - I O\ rj�'i l � 2. When an I/A OWTS requires a septic tank for pretreatment the the panel box Kill be considered by the Deportment on a _ v wVV�����1�G , w �/WV Nl ' ` septic tank shall be designed In accordance with sections 5-107 case-by-case basis and with I/A oWTS manufacturer approval. PROJECT / ZONIN�� DATA \ / GP 150 �� I \ ( , - ----___-__--- --- -------______ - - --------_--� - T_._ T______----- ------ / 1WELL L EL.=36.72 V and 5-IOq of this standard. - - - ---_�F� -' --�_ INE r20M � 2. The name of the I/A OWTS 08M Provider must be clearly TAX MAP # 1000-22-05-12 I �gsT6°GK 0 WS�'�' F(LO�4 WB gam- i I j^� 3. Unless otherwise specified, the leaching structure/system that Identified on the outside of the panel and Include a phone number -_______-_ _-____--__-__---____-, ______ __- _- _- -_ s�6t oO* I O, SETBP`�'K �Tp(LY �-�NE � / I - �,.JJ follows an I/A OWTS shall be designed to accordance with section to contact In case of alarm. N F 5 gp,N ° O . 5-101 and 5-110 of this standard, g ZONING DISTRICT R-40 CONFORMING l L�NN �t;TBAGY--'TO t<LS) . ,4j'1 o ,P N 3. Exterior panel placement enables the system to be serviced at \- - -- -------= -- -�_ - - - - - === -===_-_==_� \ (M t D 0 �� O 4. At a minimum, all I/A OWTS treatment tanks shall have 20-inch an time, eliminating the need to access the Inside of the building. DRYWE L CONNECTED TO 6V �� 0 y g g LOT COVERAGE - covered access openings to grade located over the Inlet and 4. The panel box must be within view of the system location to help _-- _-____ _- _ ______ ____ _____________--_________-__-___ I POOL H USE SHOWER, 8 I/8/ outlet. Govern shall be either 20-Inch diameter watertlght and facllttake operation and maintenance. r I \ I J POOL BACKWASH 1 36, I Q Insect-proof locking cast Iron covers or thermoplastic covers at DESCRIPTION (FOOTPRINT) AREA LOT I I I final grade. All covers and chimneys/risers shall be designed in 5. The control panel shall be placed at a comfortable height for I COVERAGE I I 8'Ox8'I \ #e X - accordance with section 5-III of this standard. access In accordance with Federal Emergency Management Agency __-.__.--___-__-_.__-__-___ ____-___ ___ , ___� __-_______.____�, \ I \ 9 y g 9 y (FEMA) flood zone requirements. I I I D.N.j/ I �� - -_ -�-- - 40 133,0 S.F. ---'- I 1 \ OUTDOOR I 5. When a I/A OWTS is approved to be Installed In a drivewa or - - parking area, the unit shall be designed and/or Installed to 6. The panel shall meet National Electrical Manufacturers TOTAL LOT AREA �I-- _ 9 9 y P � �, 3,078.E S.F. --- =--------1.7`Jb ------ J',41 I-STOF�Y WD. FR. I � SHOWER I PP y - __W___ _ �_ _ / i withstand HS 20 or H-20 loading as designated b AA5HT0. Association (NEMA) 4X s eclficotlons. DWELLING W/ ATTACHED 2 GAR I \ I DRAINING TO POOL HOUSE w/ GARAGE V I POOL D.W. ' 6. Garbage grinders shall not be permitted when on I/A OWTS Is 7. All below grade wiring must be run in electrical conduit. The I-- -_=___ _- - _ -_ -i,_ ____._____I-__ _ - GR/,WL5PAGE \ / ' utilized as means of sewage disposal. conduit must have appropriate seals to prevent uses and moisture i (O BEDROOMS) I \ 9 PP 9 COVERED PORCHES (9 DWELLING--- _ j 2.5% F.F. EL.=34.7' I I I i 7. Water softeners shall not discharge Into an I/A OWTS and the from reaching the control panel or junction boxes. - -- - - - - - i- g30.5 S.F. / Department recommends water softener backwash be connected to 5. Each system shall be equipped with a functioning warning system POOL HOUSE 545.0 0.q� \ I C -_ _--- I on onsite drywell acceptable to Town or Village building which will activate audible and visual alarms that can be readily -____-____- __- ______:..__ ____ ____ - __ S.F.��- I { Departments. seen and heard by the occupants of the building served. The 1 III I Department recommends a telemetry device be installed to INGROUND SWIMMING POOL _ \\ -SOOSO S.F. - 2.0% POOL EQUIPMENT 8. I/A OWT5 tanks shall be watertlght and constructed of sound and provide immediate remote alarm notification to the 04M provider - - - - -_� = _-== d PROPAN)= GAS I D durable materials that are not subject to excessive corrosion or covered by the 04M agreement. OUTDOOR SHOWER �f 54.0 S.F. 0.1% \ CONNECTION JI decay. _ JL _ ---- / cl. Systems which are not designed to flow by gravity are -- - --------------------- __ - - -- -------- \ W I j COVERED PATIO f- _ -555.0 S.F. _- q. All tanks must be watertlght. Two methods of ensuring tanks are recommended to bee ul ed with a control onel with means of -- __ ____ wotertl ht shall be either vacuum testing or water pressure testln \ -- - O.qo g g p g connecting a portable generator to operate system during a -- - - - _ -- -__ ( I X I NILLJ POOL / I -- -IR_ _- - ---- ----..,- q8.6 S.F. ---=0.2%- _ 13 O -- Z POOL HOUSE I FIREPIT � SEATING I 1 � SANITARY PIPE methods as follows: power outage. _ - I 21 /,/ / ! O lo. Vacuum testing; Seal the empty tank and apply a vacuum to four TOTAL AREA OF ALL STRUCTURES 5,661.7 S.F. IL 14.Igo _ _W CONNECTED TO, I 0 g: p y pp y PUMPS BLOWERS, LEVEL 5ENSORS, AND CONTROLS: 4 1--OI - SANITARY PIPING Z (4) inches(IOOmm) of mercury. The tank Is approved If qO% of I. The electrical)unction box serving the pump motor and floats -�"'-_-- �-__- 4_;- ___�_ \ I Z I I / �017 DWELLIN� -�-- I o vacuum is held for two minutes. must be watertight and located outside the I/A OWTS tank chamber. "MAXIMUM LOT COVERAGE ALLOWED - 20% - � -al I � / / � U _ 11 O F- It. Water testing: Seal tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A OWTS unit must be placed "--L--____________ ____ ____----- - � - I' \ el 'I �/ ��` / i =� I elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pad (concrete, plastic or fiberglass) and have a soundproof / QI ZI -4 / G.O. \\ BURIED ELEG. // i-� m I after the 24-hovr period is complete. Lest the tank stand for on enclosure cover. � I _1I J'W/ / �� LINE TO POOL PATIO / � additional 10-hour period. The tank is approved If water level is I 4C / / � / &,OX5,I ( Q NOVEMBER 22, 2022 NOTE: I I / COVERED HOUSE held for the 10-hour period. Water pressure testing Is 3. All pumps and float trees must be accessible and serviceable P 1 -•1I Q/ PROPANE ✓ 1� \ D.H. / w I recommended to be done onsite after installation. from access openings. I. FLOOD MAP DATA: rL , PATIO / Z TEST HOLE DATA I I 0( �� GRILL i '----- - ------ _ o MAP #: 3610300063H Q 1 31 -:5/ `1� __ V) (n I I/A OWT5 TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree MGDONALD GEOSERVIGES MAP DATE: Oq/25/200c1 - \ I N ')/ �� F - - � (n O Z that can be easily removed for service or adjustment. The floats POB 1258 FLOOD ZONE: X _ I I V I / _ j [ - I g N shall not be attached to the force main. SOUTHOLD, NY IIcl71 --- w_I _ / 1. Reinforced concrete shall have a minimum compressive strength -I-.V I /OUTDOOR SINK I COVERED PORCHLl L , ill, E of 5,000 pounds per square Inch (psi) at 25-cloys s set. 5. The Department shall observe the um system operate through (631) 765-3677 2. SITE PROTECTION/SILT FENCING TO BE I 3 I / w/ DRAIN LINE � / = P P a P y P pump y P g MGDGEOCOMAIL.GOM INSTALLED AS REQUIRED BY THE TOWN OF DWELLING w// I I / c� 0 O Z a a normal operating cycle. TO NEARBY ______ / Z S 2. Wall thickness shall be a minimum of three inches unless the SOUTHOLD. PRIVATE WELL 4 I I / --� - __ w _j Z I / D.W. VIA g a design has been certified by a New York Licensed Professional &.Inspection for leakage of the force main fittings will be made EL.=34.2' ' SANITAR SY TEM I I / ( Q I I 1 LEADER FROM i / VACANT g w Engineer as complying with all appropriate requirements for thin during the pump test procedure. 3. SURFACE WATERS OR WETLANDS ARE NOT 0 / i � o - H it OL DARK BROWN LOAM U/ I DOWNSPOUT / LOT Z wall construction. All walls, bottom and tap shall contain reinforcing 10, LOCATED WITHIN 300 OF THE PROPERTY. \ ��� I / L---------- --i�----- c� to resist on applied force of 500 pounds per square foot (psf). - -- !z',� / / O I ________1______ -- -- ------ ----- 3. Pre-cast concrete sections shall be sealed with one (1) Inch butyl ML BROWN SILT 4. ELEVATIONS REFERENCE NAVD Ig88 0�4J ( /------------7h -- -t ^ -- 2-STORY ND. FR. 51NGLE i I N rubber joint sealant which conforms to ASTM G-qq0. '<1 �o tq / .e FAMILY DWELLING w/ 3.0' - - 5. ANY VISIBLE WELLS LOCATED WITHIN 150 � _ / M M et 4. All sewer pipes shall penetrate the vertical sidewall of the tank OF SUBJECT PROPERTY LINES ARE Q� �U _ / i� - BASEMENT 8 ATTACHED / and shall be sealed with grout or other means or to the BROWN 51LTY SAND / _ _ 2-GAR GARAGE ELEG' a p 5M DEPICTED ON 51TE PLAN. 0 , / _ PROPANE- Department such as watertight sealed flexible joint and the pipe WITH GRAVEL v e c , / �� POWERED (7 BEDROOMS) METER u O is cM LOG. � � � � 5.0 -- -- - I I �'"� F.F. EL.=36.4' I 0 0 t` 0 I gasket fastened to the pipe with stainless steel retractable 6. ANY VISIBLE SANITARY SYSTEMS LOCATED / �( GENERATOR 0 O o 0 1 clomp(s). WITHIN 150' OF PROPOSED DOMESTIC WELL / I I&'(Px16'j GARAGE 5LA5 EL.=33.5' ARE DEPICTED ON 51TE PLAN. I \ D.W. / I -------------- ---------- 5. All joints shall be sealed so that the tank is watertight. See I ,--�/ I � I PROJECT: section 5-114, 5.10. Tanks that are cast in place require prior \ I I I BURIED ELEC. approval from the Department and must be certified by a Licensed \ I LINE TO I/A Professional Engineer. At a minimum, the floor and walls of a \ i I I / 1 OWTS B L ETSAS concrete tank must be monolithically poured. I r - --- -- -- - SEPTIC 6. Whenever practical, concrete I/A OATS shall not be located � I GOND, I � � C__-�____.._, � within groundwater. For Installations that are placed within \ i I ( I / COVERED STOOP A B I I I g p p above PALE BROWN FINE ( I /� I I rovndwater, the bottom and side onions, u to 18 Inches highest recorded/expected groundwater elevation, of the I/A. OWTS SW TO COARSE SAND 1BURIED FUEL LINE I / G.O. I unit shall be monollthlcally constructed. In cases where this Is not \ `'-----------V -- -- I I --- -- practicable, the I/A OWT5 unit shall be water-proofed up to lb � ICOO GAL. 1 Inches above the highest recorded /expected groundwater BURIED �-� I I 905 WILLOW DRIVE elevation and leak tested to ensure tightness prior to operction. - / PROPANE TANK (81r1:0>H. � �1 \ i /8,�xg,1 7. In cases when concrete tanks are Installed In roundwater,the I I x8 I - 1 I EAST MARION, N.Y. 11939 design professional shall submit buoyancy calculations to prove the / - I 01 --- L � ASPHALT � /� %�W./- � �� � weight of the tank (with or without anchoring or the addition of \ I I __1 DRIVEWAY /i �Ky�P �_ E G ballast) will be at least 1.5 times more than the weight of the water y, displaced. The buoyancy calculations shall be done using highest I I i I DRAWING TITLE: expected/recorded groundwater elevation with the tank empty. Soil 1'7 0' -- \- - % I cover on top of the tonk(s) shall not be considered when _ _____ _ _-__ _ - _ / _ \\ F H 1 NOTES determining the amount of anchoring or ballast weight required. COMMENTS: NO GROUNDWATER �`( PAGE I I SITE INFORMATION ENCOUNTERED. I P�Ki t FOR ` SUFFOL'K COUNTY HEALTH 17EPARTMENT A�PRO\/AL QN / LP I? SITE PLAN H.S. REFERENCE NO.: R-25-006' 1 0 1 � � I �/ ;K I w PAGE: _ . F _ _. O 'd 0 - 1 W o ._.__.. _, .. .. ._­­_­1_ . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � o /',-�\ ILU ° �i 0 9021) 18 mx8 I pIt 111� A IL � I \ D.W. / APPROVAL OF CONSTRUCTED WORMS FOR ,� 'p� (n TEST IM ZP-I 0 ■ ASPHALT HOLE I z A SINGLE FAMILY RESIDENCE AND DRIVEWAY I 51TE LAYOUT NOTES: Rom`?$ 314A1 ( __A l I � DATE: 07/30/24 10F 2 I. THIS IS AN ARCHITECT'S SITE PLAN $ IS 4'-' •oo, SUBJECT TO VERIFICATION BY A LICENSED 0S' POOL HOUSE SURVEYOR. THE INFORMATION - L - - - \ REPRESENTED ON THIS SITE PLAN IS TO THE EL.=55.44' 561020100"E led.00' \ EL,=33.6q' ARCHITECT'S BEST OF KNOWLEDGE. Date 8/26/24 S Ref. NO. R-23-0069 -�� -� „ ,,1 El2. SURVEY INFORMATION WAS OBTAINED J �- A SURVEY DATED AUGUST 01, 2022 --_ - - -- -- - ------.-- FROM _------ - - - ------ ----- ------ ------- ------ -- --- ----- The sewage disposal and water supply facilities at this location have been AND PREPARED BY: - - L_,� \, N I L L O N D R I \/ E ELE; S E 18 n?� ,� Eo q o y SGALIGE LAND SURVEYING BOX �5 inspected and/or certified by this Department or other agencies and found JASON D LEADINGHAM lV� C, to be satisfactory FOR TOTAL t"?IAIMfJIUI OF 7 BEDROOMS. N.Y. STATE LAND SURVEYOR � � ��^ �� ��������^� ti^�� �� � �,��,3, ',��. �, ,' LIG. #050736 O TELEPHONE: (651) q57-2400 '"J ram'u�~I.T,g! * I , * Y 1. aAm'. &?�� -p SUBDIVISION INFORMATION: 0 5 10 20 30 40 50 p y Craig �n ���r f L07 10F "HIGHPOINT AT EAST MARION SECTION I" GRAPHIC SCALE 9��0� T4 RE., Chief SITE PLAN f, MAP NO. 7680 a�e r Management FILED OI/II/Ig84 SITUATE EAST MARION, TOWN OF SCALE: I" = I5'-O" SOUTHOLD, SUFFOLK COUNTY, NY Q S � NALE LINE W J � MX N EL=EGTR GAL ZEROS TTINS a ON OFF IDETEGTION o D �_ PANEL AT � �� � INDIG�4TOR INDIGI�TOR CIRCUIT = — r- c0o O m z o MAIN BREA<ER CL C 2:*Fu 0� 4no N 0 0 0 00 Z (9 -J C\J O Lo 1 ND I GATOR Q a d o C,IRGUIT ROM RAM L 0 < OUTPUT D GIRGUIT -a-' "Jo U ' AG (DG) NPUT PowR SUPPLY ONE®G P M GROGOMPUTR RAN07/UNIT m CIRCUIT Q ' DED I GATED, 50 AMP co S I NC LE-FHASE yA GIRGUIT BREA<ER ELEC,TRIC,AL SER\/IC,E 0 TO HYDRO-ACTION PLC, CONTROL PANEL H`r'DRO-ACTION S I NC L E LINE D I AC RAM SCALE: NTS i STOPPER CR SL1TE OR OTHER STOPPER OR END PLUG SUTABLE COVEP. -- END PLUG Z O � - s:,•».T a _x W (0) BEDROOM o LJ POOL HOUSE Z CL O < AVG. GRADE EL. ® V SEWER PIPEQ > SLAB E 5L.=34_ ' F- - POOL HOUSE=34.3' 45' ELBOWS 30" ELBOW � TO DWELLING SANITARY m GONG. PIPING, THEN TO HYDRO Q MIN. 4"� SDR 35 PIT ACTION AN-500 I/A OWTS PVG OR Ea. - MIN PITCH ":I' (INV. EL.=30.4') Z 45' ELBOW — 60' WYE N Z LJJ a cn ALTERPATE "A" ALTERNATE "B•' CAST IRON PIPE EXTENDING cn O O CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MIN. INV. 2'-O MIN. FROM BUILDING EL.=33.6' FOUNDATION IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION N E-u Z O Z CS 2 a a GLEAN--OUT DETAIL w (5) BEDROOM 0 z N o SGALE: NTS DWELLING > --- - I-- --- -- - ----- W 1 rl N SECONDARY SAFETY PLC CONTROL ---- F.F. EL.=36.4' POLYLOK 20"� D-BOX w/ PRE-CAST GONG. - ,�-�—,r �'2745 GONERS BENEATH PANEL w/ HPI20 SECURITY GRATE (BAFFLE COVER BELOW GRADE 5'0° OMPRE55OR 21� rv,� PRIMARY COVER REO'D IF INLET PITCH 1 \ 550a ._ (TYP.;ALL RISERS) E w ,� 1'-0" MIN. G 3AA --- ------ . AVG. GRADE EL. ® F- 0 m �= �; I'-O" MIN. EXCEEDS PER FOOT) 2'-6 MAX. w O M M IT 4' HOUSE °_� 2-b" MAX. (SANITARY SYSTEM=34.0' 5� MAXIMUM SLOPE� I� MAIN DRAIN O O O O I' MIN. CVTAWAYVEW I 2' MAX_ Q PROJECT: 35 35 sz INN. PVG OR EDRPVG OR EQPOLYlOK20"DBOX EL.=30.4' '' -� \ " MIN 4"� SDR� TOPVIEW „..n 3AB7cm Q PART N0,3017.20 -- -✓ INSIDE BO% na%Seu q l� MIN PITCH ":I' b., MIN PITCH MATERIAL•POLYPROPYLENE p°y A°may Arse"eir _ TSAS COLOR•BLACK "°Rr°ovER R NO.]W3L - ``' v"Nt NO'001 �� __ __ _ _ „EAWCMRPART„ „- (4-Arse"ales MIN. 4 (P SDR 35 FLOW-LINE _ CAPACITY•15 GALLONS _ _ r¢ o� MIN. INN. - G r E PARTNOM SEPTIC INV. - - °',A«°�sER RAR,„°>�° "�_ r�• :� `�;�.. EL.=30.6' � PVG OR EO. INV. INN. - - - - - - FLOW LINE irM.RisERNNRTNOw 2 I B -- nss7o�R a MIN PITCH 1' EL.=30.3' EL.=30.2' EL.=30.1' INV. e , EL.=30.0' /'w Y � d ,s ----------- / 1I r flfl / Y11 zoo BASEMENT CAST IRON PIPE in in 2" MIN. DROP w a l' A°ea a.TocL �"R�03� i EXTENDING 2'-O w/END GAP TYPE ° s2DO nP.asPcs.' " 12' THK. (MIN.) BED Tw. v•' I ,m\' , ;' EL.=26.2' A ! D OF SAND OR PEA LEVELING DEVICES 905 WILLOW DRIVE MIN. FROM BUILDING I '.. ✓�, I ^ / �' I, n \`� F� FOUNDATION �' I r ssisn sCLTOC�:I rwi) �I ., DISTRIBUTION BOX AT OUTLETS O EAST MAR10N N.Y. 11939 �y GRAVEL BENEATH r I`' �yl pV" 3,B LEACHING L U eo" �I \ `v;; �;^ra,r5'-O" �f6'-II"—�I POOL(S) p fRONTBIBE VIEW HYDRO-ACTION AN DRAWING TITLE: 500 � 245 NITROGEN REDUCTION SYSTEM - ------- POL.YLOf. 20 " D ST. BOX DETA I L_ - - - - 3' GLEAN SAND - - -- (RING DIAGRAM BILL OP MATERIALS COLLAR SCALE: NTS - - -- --- - - - -- I SURROUNDING L.P. SYSTEM DETAILS -- --- - J - _ -- - --- - - - ITEM11 P/N DESCRIPTION 7 QTY, SUFFOLK GGOLINTY HEALTH DEPARTMENT //APPROVAL I�� HA-AN500 �I[ TANK, AN500 245 NITROGEN REDUCTION I� I H.S. REFERENCE NO.: R-23-0061: f I�'il �L_- TANK, AN500 245 PRETREATMENT [ B �t 150002 , SNG STANDARD 2 TANK CONNECTING KIT - _ _ -__ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN500 1� I - � I0 e% 0 AN500-P �' AN500 w/ PLATFORM COMPLETE __ �� I_J ■ 'I EC50-30-L-150-PLO ,_ E050-30-L-150-PLC INNOVATIVE 8 ALTERNATIVE ONSITE WASTEWATER TREATMENT 5Y57EM (I/A 0615) LEAGHINO POOLS (2) DATE: 02/07/23 2 OF 2 I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 770 OPD (7 BEDROOMS). 1. LEACHING SYSTEM FOR A ? BEDROOM RESIDENCE SHALL PROVIDE 475 FT SIDE-WALL AREA HYDRO-ACTION AN500 PROVIDES 500 OPP TREATMENT CAPACITY. (2) 5'O x 10' (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT SIDE-WALL AREA FOR 50% EXPANSION, ADEQUATE SPACE FOR (1) 5'(P x 10' (EFFECTIVE DEPTH) EXPANSION POOL HAS BEEN PROVIDED (EXPANSION POOL NOT INSTALLED) D q Cy O ,Vr 037405 40 ,SEPT 1 G SYSTEM DATA I L_ 14EB -4 q 9 �g Generated by REScheck-Web Software Compliance Certificate Project Bletsas Residence Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,524 ft2 Glazing Area 26% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 905 Willow Drive Anthony Portillo Anthony Portillo East Marion, New York 11939 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 631-603-9092 631-603-9092 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes using ILIA trade-off Compliance: 20.7%Better Than Code Maximum UA: 767 Your UA: 665 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Cath Ceiling: Cathedral Ceiling 2,344 49.0 0.0 0.022 0.026 52 61 South East Wall:Wood Frame, 16" D.C. 808 21.0 0.0 0.057 0.060 42 44 Window 2:Vinyl Frame 67 0.300 0.320 20 21 SHGC: 0.40 North East Wall:Wood Frame, 16" D.C. 1,314 21.0 0.0 0.057 0.060 45 48 Door: Solid Door(under 50%glazing) 100 0.300 0.320 30 32 Door 1: Glass Door(over 50%glazing) 41 0.300 0.320 12 13 SHGC: 0.40 Window 1:Vinyl Frame 378 0.300 0.320 113 121 SHGC: 0.40 North West Wall:Wood Frame, 16"D.C. 707 21.0 0.0 0.057 0.060 29 31 Window 2:Vinyl Frame 196 0.300 0.320 59 63 SHGC: 0.40 South West Wall:Wood Frame, 16" o.c. 1,380 21.0 0.0 0.057 0.060 52 54 Door 1:Solid Door(under 50%glazing) 48 0.300 0.320 14 15 Project Title: Bletsas Residence Report date: 04/14/23 Data filename: Page 1 of 2/ Assembly Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Door 2:Glass Door(over 50%glazing)SHGC: 0.40 194 0.300 0.320 58 62 Window 3:Vinyl Frame SHGC: 0.40 231 0.300 0.320 69 74 Floor:All-Wood Joist[Fruss 2,724 30.0 0.0 0.033 0.047 90 128 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i Project Title: Bletsas Residence Report date: 04/14/23 Data filename: Page 2 of 2 _ w 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments e ' PLUMBER CF'RTIF10ATION OI�Yl. 4DCONTElR BEFORE CEPtlI, ICATE,OF,OC,GUPANC *APPRD AS NOTED --se bgR,...uSFD III DATER DATE: B.P.# �-�� SUPPLY3�STEO-CANNOT EX'CE60 2140 OF T"Y LEAD. FEE: BY: NOTIFY-BUILDING DEPARTMENT AT 765402 . 6 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: t. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ELECTRICAL. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION INSPECTION REQUIRED 4. FINAL CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 'rRUSS PLACARDING REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF DO'NOT PaOGEC .W,ITH'.- NEW PORK STATE & TOWN CODES FRAMING UNTIL S.UAiV f `i' - AS REQUIRED AND CONDITIONS OF O HAS BEEN FOUNDATION P 0 ED I ZBA SC _ ,u +' RbkN0G BOARD SOTvM i OpgN"iRUSTEES Blower door N. S F- and ductwork testing required. _)CCUPANCY OR JSE IS UNLAWFUL Must provide Manuals VITHOUT CERTIFICAT` D, J and S as per -)F OCCUPANCY NYS Energy Code :;;►ij STORM WATER RUNOFF i-WANT TO CHAPTER 236 F THE TOWN CODE, All exterior lighting installed, replaced or repaired shall conform to Chapter 172 Of the Town Code � 'V ALL PLUMBINQ'�V ::, i &WATER LINES NEEI}'ti;-P / TESTING BEFORE COI/ERII1 An g �} Foa rZ A SITE LAYOUT NOTES: . + , • fitVel : I. THIS IS AN ARCHITECT'S SITE PLAN ff IS x` " ` _ "� �" - SUBJECT TO VERIFICATION BY A LICENSED k * s "` - / �� , .E r SURVEYOR. THE INFORMATION r "' ';,. .a ` , r ;- ': � * •. . " FTSAS RESIDENCEREPRESENTED ON THIS SITE PLAN IS TO THE , Ld ARCHITECT'S BEST OF KNOWLEDGE. ~x (; R J W 2. SURVEY INFORMATION WAS OBTAINED `' FROM A SURVEY DATED AUGUST 01, 2022 - ' �. " AND PREPARED BY: 1~ ^-.� ,, Lo - r� � SGALIGE LAND SURVEYING JA50N D LEADINGHAM ' / N.Y. STATE LAND SURVEYOR ,, , �, ;.m ,, ,. .. �� s � >.,� �� - '� � TELEPHONE: (631) q57-2400 . � �� ..M�: �.. �„ °:.. i:=.wh .� � �•.' s v 4 _�._ , i Z o, a.• x DRAINAGE CALCULATIONS : , � _. F :� � ;�r �.< � v DRAINAGE CALCULATIONS �. ,, .. ., �5 .� _ i � >, U NEW IMPERVIOUS SURFACE „.,F:a u r ! .. ++ O ` NEW IMPERVIOUS SURFACE 387Q.5 S.F. = 2,g72.0 S.F. ., „.,� ,,, � ; .,,, : -_. "'� �. . �;.� O O � r \ AREA - PROPOSED DWELLING AREA - PROPOSED DWELLING SJBJEGT PROPERTY ._ _ , :` S O , +' Lo d3 .2 2" RAINFALL EVENT 65Q.5 - p" ? c y n C 0 0 \ 2 RAINFALL EVENT 505 1 ,. . �s . ,# , _ - �. O ^ c w m FOOT , � . ,. . . . ,3� �,;, ;�., , VOLUME PER FOOT 42.2 GU.FT. VOLUME PER ; . _ _ `,. ., -. f 42.2 GU.FT. VOL ,per 15.6 S.F. ,., . >:. : ,..;,.; :; 12.0 S.F. � ' OF 8(P POOL FOR 8� POOL \ PROVIDE (5) 5 ) X 4 DEEP DRYWELL5 PROVIDE (4) 8 cP X 4 DEEP DRYWELLS -- - DRAINAGE CALCULATIONS y v NEW IMPERVIOUS SURFACE `` ( ,� 4F AREA - PROP. POOL HOUSE 8 700.0 S.F. Aw COVERED PATIO , .. , ► I � 2" RAINFALL EVENT I Ia.O ` ,'` �• "".� `". `��'�� � ".� �'_ FAOE <E� : m GU.FT. VOLUME PER FOOT A POOL 2b S.F. LOCATION MAP -- - __- \ PROVIDE (1) 5V X 3' DEEP DRYWELL SCALE: NT5 �ffi®® I •®O PROJECT LOCATION & SCOPE 1 \ \\ DRAINAGE SYSTEM INSTALLATION NOTES: - SITE PLAN &ZONING DATA VACANT A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 ������T ����� e \ LOT WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC I ` COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE - - v \ \ EDGE of ALL FOUNDATION WALLS -- -- ---- � 002 •00 GENERAL NOTES A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 \ CONCRETE SLABS AND PROPERTY LINES I ENERGY TABLE \ CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL - FROFOSED NEW SINGLE FA I L`r C)NELL I NC W1 A77ACI IED 2 (f AR STRUCTURAL DESIGN CHARTS <GARAGE ,®® HOLDOWN, ANCHOR BOLT, (� EL.=36.72' - FROi�OSED I fit OWTS I�dELL \so \ 100 STRAPPING, & NAILING DETAILS �F \ \�0 o FASTENING SCHEDULE oe ��� o F RO�E�T DATA , (5=00 00 FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS I PR0.IEGT / ZONING DATA t' �� I 5'(Px3' DEEP L L - -- - -- -- -- -- =- - PROPOSED FOUNDATION PLAN POOL HOUSE,\� TAX MAP # 1 1000-22-05-12 DRYWELL / 4'cPx4' L -- --- pyy �\ �DEEP POOL I ZONIN0 DISTRICT R-40 CONFORMING DRYWELL --- , 1 O -� LOT AREA 0.11 ACRES I - -__ =I ®� ,®O PROPOSED FIRST FLOOR PLAN -------- �RROEPPOSED \ 5UFFCLK COUNTY HD APPROVAL R-23-006ci 7 BEDROOMS r-------i \ STONE BENCH -= SEATING --- -- -- - � I I w \ PROP05ED PROPOSED J I r HABITABLE GROSS - - SPACE FLOOR AREA = I O5.00 ,PROPOSED SECOND FLOOR PLAN O I I Of, SED \ ^ I - - ----_ 078.6 S.F. p I I o 1 PO FILED � FIRST FLOOR AREA 2,500.8 S.F. 3, p 0 1 U ER ----• z 1 Owl 0- 1 SE P ATE SEGONV FLOOR AREA 2,023-a 5-F. 2,025A S.F. z I I O I 00 1 APP G TION I z i TOTAL 5.F 4533.5 S.F. 5,102.5 S.F. •00 PROPOSED PLAN SCHEDULES z1 � PROPOSED CSOUTHOLD TOWN GORE 280-207 (A)(I) IY 14 I w I I PROP. PATIO ( _- _ __ Q i m i COVERED \ \ - -]E--ALLOWABLE TOTAL LOT SIZE / S.F. IN EXCESS OF I PATIO FILED 40000 40155.6 5.1, 133.6 S.F. to w 1 w I w/ POOL 1 - GFA GFA =20 I .00 PROPOSED EXTERIOR ELEVATIONS Z (e) LCTS CONTAINING UP TO � I �- � HOUSE UNDER � o I < I SEPARATE So,000 S.F. {Lr I Q ql K 1 PROPOSED � - - - APP. ALLOWABLE S.F / PLUS 53o OF \ EXCESS LOT AREA 5,100.0 S.F. 6.7 S.F. 5,106.7 S.F. 5,102.5 S.F. � iu Q 1 0 I COVERED PORCH - fi n PROPOSED EXTERIOR ELEVATIONS -. I I o I L-------L- /PROPS, m I VACANT REQUIRED SETBACKS MAIN BUILDING � -- N ( 15<Dx4 f LOT - -- -- - -- AGL_ \�,: '� [ SOUTHOLD GODS 280 IS W ----------- DW I CON- ---------- PROPOSED 2-STORY wD. I Q L_------ - - BUILDING SECTIONS REQUIRED PROPOSED COMPLIESPROP. FR. SIN FAMLY �PROPANE- DWELLING W BASEMENT Q - _ _ _ - I POL& PROJECT: POWERED ATTACHED 2-GAR GARAGE yam FRONT YARD 50.0' 65.7' YE5 � •� GENERATOR I (5 BEDROOMS) F.F. EL.=36.4 - B L ETSAS �- GARAGE SLAB EL.=33.8' SIDE YARD 15.0' 35.8' YES n /PRO -------------------- ---- -- '� (�� �=�0�•OT BUILDING SECTIONS -------, BOTH 51DE YARDS 55.0' 84.4' YES RESIDENCE w.i 1 I 1 I - -_. � 16l I I REAR YARD 50.0' 72.5' YES 2 I __ _ _ 905 WILLOW DRIVE I = 0I •0O DESIGN DETAILS r 555, 1 1 LOT 0OVERAGE - EAST MARION, N.Y. 11939 DESCRIPTION (FOOTPRINT) AREA COVERAGE DRAWING TITLE: 1 I I TOTAL LOT AREA 40,155.0 S.F. O O b I -- _ -] DESIGN DETAILS PROJECT LOCATION & SCOPE 50' FRONT YARD SETBACK I PROPOSED DWELLING W/ ATTACHED 2 GAR GARAGE 3,078.E S.F. 7.795 SITE PLAN &ZONING DATA - 1 18"�x4'I _ - 1 8'(Px4'I I I PROPOSED COVERED PORCHES 'IE --- \�D.W. I DWELLING_ 800.a S.F. 2.05� �- I O I .00 1 PROPOSED I PROPOSED STRUCTURAL PLANS I ASPHALT /� � 1 PROPOSED POOL HOUSE 545.0 S.F. OA% I I PAGE: DRIVEWAY I I w I PROPOSED INOROUND SWIMMING 1� POOL 800.0 S.F. 2.0% G-00100 0 (2) DRYWELLS TO 1 PROPOSED COVERED PATIO 355.0 S.F. O.Cf%MAINTAIN MINIMUM v 0 ED,FIREPIT 4 SEATINGPROPOSED STRUCTURAL PLANS "N.` �--�--� IO' SEPARATION 1 w _- '1 1 FROM ALL SEPTIC O �--� I w O FTOTAL AREA OF ALL STRUCTURES 5,478.1 S.F. 13.6% O COMPONENTS I p o o I w o DATE: 04/03/23 1 OF 19 MAXIMUM LOT COVERAGE ALLOWED - 20% PROP. 1000 _--- N 1 GAL. BURIED 1/PROP�I to N PROPOSED PATIO < 8" FROM �= - - - N PROPANE TANK \b'mx411 I!i z GRADE 1,616.8 S.F. 4.0% PROPOSED STRUCTURAL PLANS TEST D.W., O HOLE � PROPOSED ASPHALT DRIVEWAY 2,c172.0 S.F. 7.4% EL=34.2' l \ ED A/? PROPOSED STRUCTURAL PLANS ��� •I `y�,�, EL.=35.44' 56112010011E 151.00' __ -- - -- - Ex1sT. DWV/WATER SUPPLY RISER N 'r.✓ Vi I L L O Val D R I V E ELEC. GAS RISER q��c A B I BOX O NEB S I TE F N SGALE: I" = 15'-O" NOTES � SFEC.I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE X I AT I O NS 0- IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER(Fb = 5T5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- -- - - _- Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD i- f IN5UL. INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2, ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO AGGOUNT. BFE BASE FLOOD ELEVATION T. INTERIOR Ed GENERAL W MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ _ W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE: GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2, ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING 1 --� APPLICABLE BUILDING DEPARTMENNT. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT _ �� II K KIPS (1000 LBS) PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM 1 BEAM MANU. SPEG.'s MANUFACTURER'S 5PEGIFIGATIONS (V 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS Q _ Ln ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. �MAXIMUM � � �� � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED - O � O EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM �EGH. MEGHANIGAL 5.AND AUTHORITIES HOR I SHALL HAVOC JRM T NATIONAL,STATE, AND LOCAL CODES .. � (1D PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SFfOWN ON DRAWINGS, U.O.N. _ ____ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL IN. MINIMUM -_ � � � FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS �� __ � Of 0) O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY RULE5 SPECIFIED IN I.I THROUGH 1.5. UNTIL I TIER OF FRAMING IS IN PLACE. L OF THE OWNER/BUILDER G.J. [CEILING J015T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 �-+ 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _ � � r' Z 14- COLUMN I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -E. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE 5. ANY OMISSIONS OR DISGREPANi.IES OF PLANS AND,OR JOB CONDITIONS INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 0 JE N SHALL BE CLARIFIED WITH THE ARCHITEGT/ENOINEER BEFORE PROCEEDING - - T. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC,. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER WITH THE WORK. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. �� c 0 � &. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. I DOUBLE - OCCUPANCY 0 O +' e- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. Lo UNLE-55 APPROVED BY THE ARGHITECT/ENGINEER. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - '� O -1-+ DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION -�+ N O �a P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 - _ �� C 0 T. CONTRACTOR TO VERIFY DIMEN5IONS OF FOUNDATION WITH FLOOR PLANS DAYS OF 4,000 P.5.1.,U.O.N. BEFORE THE START OF FRAMING 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. oO r_I POURED GONGRETE na �- O ON PAGE 0-003. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALT , A 190.1 STRUCTURAL GLUED LAMINATED I I. GONG. SLAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - W &. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS [PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN - - - 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPESTION5, APPROVALS, 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. [PRESSURE TREATED l CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) SQ. FT. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT 1 REQ'D REQUIRED 4-J _ 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RISER 1 1 PERMISSION FROM THE ARCHITECT. -- - - R -- u 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM M 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF - - --f -- W � I I RESPONSIBLE FOR DESIGN INTENT ONLY. A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2" ABOVE FINISH GRADE. f F.A.I. FRESH AIR INTAKE A R.R. �I ROOF RAFTER __� 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 14. PROVIDE 'X' CROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - - +J EXCEED 8'-O" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO - STL. STEEL 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. - • CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL - RUBBISH, WASTE MATERIALS,TO01.5,ETC., GLEAN -GLASS AND LEAVE WORK G-003. L5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - -- BROOM GLEAN. WOOD TRUSSES SHALL MEET THE PROV1510N5 OF THIS DOCUMENT,THE ARCHITECT/ENGINEER. �FF FINISHED FLOOR TBD TO BE DETERMINED -_ + lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ' ` 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I&. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND FF ELEV. _ FIRST FLOOR ELEVATION TEMP GL. 7TH MPERED GLA55 V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, E J � EVER APPLICABLE. - AND ORDINANCES. 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS =1 THK. � ICK 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL f FOUND. FOUNDATION T.O.W. �TOP OF WALL MIN. 10" DEEP PROJECTING 6' ON EACH SIDE OF THE FOUNDATION WALL. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - - - THE COMPLSUB-ETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 05T SPECIFICATION FOR GYPSUM LATH, OR ASTM CT9 CONCRETE SLAB5 TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRCS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD /�l COMPLETION OF PROJECT. SPECIFICATION FOR GYPSUM SHEATHING BOARD. -_- V J IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 19. AT ROUGH OPENING5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL n l AS PER PAGE 0-003. LT. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x W - VJ AOAIN5 ALL CINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 V-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. "P.T.' SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD f FTC. FOOTING �ERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER L& STRUCTURAL PANELS: __ 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK SITE WORK ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR -- :�E - WHOLE OR IN PART BY ANY NEGLIGENT RESULTING OR OMISSION ). THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE �D. 1[HOLD DOWN l w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, -- EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROCEEDING. HDR HEADER VV. � WOOD ETC. ANY REFERENCES TO CCA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR __ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 G,AUSED IN PART BY A WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HNOR 1 HANGER ZR ZONING RESOLUTION 1 PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - �-1 ____ I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GGNSTRUGTION INCLUDING A. TRU55 J015T MGMILLIAN 1.9E MIGROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING B. OEOR fA PACIFIC 2.OE O-P LAM 1.&.2. ORIENTED-STRAND BOARD (O5B), WAFERBOARD ORIENTED-STRAND - _ _- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL 5URPLU5 MATERIAL THAT 15 UNSUITABLE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. INSULATION 4 FENESTRATION R�OU I REMENTS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR AUTHORIZATION OF THE ARCHITECT/ENGINEER. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING CODE, - ----- - AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY COMPONENT COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE GLASS WINDOWS AND DOORS VALUE CITATION (PER 2020 NY5ECCG) 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE -- - - - WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FENESTRATION U-VALUE U-VALUE = 0.25 MAX.AIR�KA&E 2 0.30 GFM/SF YES RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC CLEARANCES ARE PROVIDED. AIR LEAKAGE = 0.50 GFM/5F PER R402.4.5 4 TABLE R402.1.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G20,5 STANDARD SPECIFICATION FOR 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. MIN.R-VALUE = 49 ___] HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. WITHIN IS" OF FINISHED FLOOR SF+ALL BE OF INSULATED TEMPERED 6LA55, CEILING R-VALUE R-49 BAIT INSULATION YES 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLE55 OTHERWISE NOTED. PER TABLE R402.1.2 -CLIMATE ZONE 4 22. PROVIDE FIREBLOCKING AS PER NEW YORK AGGE551BILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL &LASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EXTERIOR(2"xb')WOOD R-2I BATT INSULATION MIN.R-VALUE = 20(CAVITY) Y 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FRAME WALL R-VALUE PER TABLE R402.12 -CLIMATE ZONE 4 ES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. - -_ _ _ UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE CLOSER THAN 5/&' TO THE EDGE OF THE STUD. REPORTS. -�LMIN TABLE R402.1.2 -CLIMATE ZONE 4 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FLOOR R-VALUE R-3o BAT[INSULATION YES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. i- 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COMPLIANCE STATEMENT: CODES AND REFERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.T. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE 0-005 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 1&.2.1 SQUARE AND to NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). T. ALL EXTERIOR DOORS ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL Z STATE ENERGY CONSERVATION CONSTRUCTION CODE, SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEVE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. w SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5CREW5: LAG SCREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ E 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5. ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. U CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES - - - (AF4PA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI 1 NATIONAL DESiON 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE Ir 3. ALL PLUMBING WORK SHALL G�NFORM TO THE 2020 NEW YORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PLUMBING CODE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w 4. ALL MECHANICAL WORK SHALL. CONFORM TO THE 2020 NEW YORK STATE ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND MECHANICAL CODE AND 2020 NE=W YORK STATE FUEL GAS GORE. REQUIREMENTS. -_ __ _ __ _- � P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. lb" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, l� -t 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE R3OI . I CODE, NFPA TO AND 2020 NEW YORK STATE ENERGY CONSERVATION HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TEMPERED GLA55. CLIMATIC GEOGRAPHIC DESIGN CRITERIA CODE. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GENERAL WIND PROTECTION CONNECTION NOTES: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE GROUND SNOW LOAD 25 LBS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL w/6" RI5E 4 w/(2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTENERS: F ILS, STANDARD MISSILE TEST OF ASTM E1a96 AND A5TM E1886 AS MODIFIED BY 2020 NYS Br_ ALLOWABLE BLETSAS CONSTRUCTION;SSTD 10-99 AND 2018 SEC. HIGH WIND EDITION WOOD FRAME SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH CONSTRUCTION SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - - RESIDENCE FLOORS,STUDS AND ROOF FFZAMING SHALL BE PROVIDED. GYPSUM WALL B ANSI/DA5MA 115. BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AS AN ALTERNATIVE TO NOTE #II ABOVE L/I80 -- 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. 12. , WOOD STRUCTURAL PANELS WITH W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DE51ON CATEGORY 61 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN b' SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS 2.2.1. SCREWS: SCREWS SHALL COMPLY W BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND WITH ANSI/ASME B 18.6.1 INTERIOR WALLS 4 PARTITIONS 1-1/I80 OTHERWISE NOTED. WATER RESISTANT(H.R) AT BATHROOMS AND WHERE WOODSGREWS (INGH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WEATHERING SEVERE 905 WILLOW DRIVE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DEEMED APPLICABLE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-01. EAST MARION, N.Y. 11939 AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 3. 5/b", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 4. WHERE HINDOW5 AND DOORS INTERRUPT WOOD S-RUGTURAL PANEL IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL DRAWING TITLE: PROVIDED AT THE TOP AND E307TOM OF CRIPPLE STUDS, HEADER STUDS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING I GENERAL NOTES 4. FINISH JOINTS, J-BEADS,NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. ENERGY TABLE RAFTERS EXCEPT WHERE GOL.LAR TIES OF I"x6" OR 2"x4" LUMBER 15 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BY "SIMPSON" MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. RAFTERS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADIN& CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I 11 ALL OPENINGS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON"T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER STRUCTURAL DESIGN LOADS PAGE: IV' WITHIN 4' OF EXTERIOR CORNERS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ELECTRICAL: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: r TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - 015H WASHER.........................................2" I USE LIVE LOAD] DEAD LOADG-002mOO OF I" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2 TO 01-1 NATIONAL ELECTRIC CODE, NFPA T 2 O AND 2020 NEW YORK STATE - KITCHEN SINK........................................ " PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ENERGY CONSERVATION CONSTRUCTION CODE. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - LAVATORY...............................................2" EXTERIOR BALCONIES 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONGRETE/MA50NRY SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - SHOWER/TUB..........................................2" p FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON - TOILET........................................................3" COMPLETION OF WORK. T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - LAUNDRY .................................................2" DECKS 40 psf IS psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. p ARCHITECT - FLOOR DRAIN..........................................3" DATE: 04/03/23 2 OF 19 ASPHALT ROOFING SF+INOLES 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2:1. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-CLA55-A ASPHALT ROOFING - GENERALLY,VERIFY OR PROVIDE HARD WIRED b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN SHINGLES OR APPROVED EQUAL. SMOKE DETECTORS w/BATTERY BACK-UP IN: HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED THROUGH ROOF. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE A. EACH SLEEPING ROOM T. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE B. OUTSIDE OF EACH SEPARATE 5LEEPING DRAIN COCKS AS REOV. HOSE SIE35 SHALL BE PROVIDED WITH BAGKFLOW ATTICS WITH 5TORASE (MAX CLEAR HOT > 42") 20 psf 15 psf AND WATER BARRIER FROM EDOE OF EAVE TO 24" INSIDE EXTERIOR WALL AREA IN THE IMMEDIATE VICINITY OF PROTECTION. '' LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 'C�REDAj,�C THE BEDROOMS (GENERALLY THE HALLWAY) 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED p p y INSULATION 5 / 3. PROVIDE FLA5HINO NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. 0 ' pQ � CONSTRUCTION. C. EVERY LEVEL OF DWELLING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf i; .Z4 'r �b (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) FOIL TO BE PLACED TOWARD WARM SIDE. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL Q `i JI 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S HEALTH DEPARTMENT STANDARDS AND REGULATIONS. STAIRS 40 psf IS psf a O SPECIFICATIONS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 1A ' MECHANICAL, FUEL GAS: WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR I. �_l, 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONCEALMENT OF PLUMBING. GUARDRAILS AND HANDRAIL5 200 psf 15 psf (n "��_ r�/ I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE FOUNDATION WATERPROOFING. C� 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE NYS MECHANICAL CODE AND FUEL GAS CODE 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 9�. 3 4 A� PERMITTED NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 1 p2 sf FOR ATTIC 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR LATH. O - 9' R-30 FOR FLAT CEILINGS F NE T. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS ASGE T-Ib (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE SEALANT TO UPLIFT FORGES USING ASTM 0 6381. i HOLDONN DETAILS TYF I OAL NA I L I NO/STRAPP I NO REOU I RD1 ENTS FOR FASTEN I NG SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U�L I FT/ SHEAR, $ LATERAL WIND RES I STAN�E NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, W "ALL vALL STRAPPING TO BE 4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (C AND ROUGH OPENING FRAMING REQUIREMENTS)OILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE*USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 200 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) �_ N LO HOEDOWN 'A' HOEDOWN 'B' CONNECTION A I /� FDESCRIPTION FASTENER SPEC. FASTENER C O FOR NEW s EXIST. N A I L I N�/ 0 R I DF AND QUANTITY SPAG 1 NG FOUNDATIONS w CD ROOF 4 GE I L I NC FRAMING : 0 I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd L 0) I ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. �-- Z (5) 2x FULL (5) 2x FULL CORNER STUD 2" RAFTER To TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER O �_ AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,s2 d BTR. IN DRY USE a- •� w N ONNSFER TO R.R. SERVICE GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST O U HEIGHT STUD HEIGHTS D _ CORNER STUD 2" ry a- /,CONNECTED TO TRANSFER SHEAR CONNECTION: 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR CIE /Y • • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PACE C-003 EACH LAP O 0 "SIMPSON" HDQB FOR STRAP - 3 8 d COMMON � HOLES,SET NEW MEMBER. t 0 � 2-I6d COMMON HOEDOWN ANCHOR ® NAIL COMMON NAILS ® EA. END OF STRAP. • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED .}.r C) O {r LOCATIONS NOTED NAILS O.C. IF O.G. 3 • • • • • • GEILIN6 J015T LAPS OVER PARTITIONS(PAGE-NAIL) q-Ibd COMMON EACH LAP C NAILS ® 6" O.G. d ON PLANS 10' . IF BLOCKED • • 0 O" O.G. IF BLOCKED N, CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C.J C.TIES �' • • S.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO r O CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE ` x 6RAPHIG BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE G-005 PER TIE (V'/, "SIMPSON" HDQb USE 4 8 d COMMON NAILS ® X _ HOLDOWN ANCHOR 0 EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS d SPIKES 4 TABLE GR 4-1. LOCATIONS NOTED --- ° a SLOPES OF 5:12 AND GREATER.ON PLANS BOARD OARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ° CONNECTION BI s B2 - a AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NC 4--1 ° — HOLDOWN INSTALLATION OPTIONS: CONNECTION: • _ U -D FOR NEW P. GONG. FOUND.'s _ FOR STRAP - 3 8 d COMMON NAILS ® �2 TOP PLATE To TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOLDOWN CAST IN PLACE w/-7/5"0 THREADED ROD °• EA. END OF STRAP: n 1 M FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s . , seE WHEN IN TOWN OF 15LIF OR NAILING j TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE -71S"4> THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN I 4 J CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� E31 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), d FOR TEMP.'S 0'F-4 VE USE "SIMPSON"AT I SIMPSON # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES (HIGH STRENGTH ACRYLIC ADHESIVE) • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • FILL TOP :2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD ( 1 w/ T/b"(P THREADED ROD CONNECTION FOR G.J. TO R.R. - Q 16 d COMMON NAILS REQUIREMENTS FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJ015T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON 1,2 PER FOOT HOEDOWN 'G' HOEDOWN 'D' APPLICABLE) I_� EA16 La COMMON NAILS FOR 8 OR BELOW FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAM I NC QFOUNDATIONST FOR NEWLY POURED CONNECTION Cl 4 G.2 - OUNDATION ® ONE STORY ONLY JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015T �1 l F � � VJ (5) 2x FULL NDWALL HEIGHT STUD CORNER STUD BRIDGING To JOIST (TOE-NAIL) 2-9$d COMMON EACH END NNSFER TO AT STUD TO FLOOR ASSEMBLY BLOCKING To J015T (TOE-NAIL) 2-&d COMMON EACH END r TRANSFER SHEAR ° "SIMPSON" HDQB (3) 2x FULL • HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD G2 TO STUD CONNECTION: BLOCKING To SILL or LOCATIONS NOTED NAILS ® 6" O.G. b TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK ON PLANS O.G. IF BLOCKED G I CORNER POST ° FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH J0157 C = l ° I NAILS ® EA. END OF STRAP I ' JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER J015T[ V I FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G MON t BELOW - 2 16 d COMMON NAILS NAILS ® " O. BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST • BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT i ° a • ROOF SHEATHING a STRUCTURAL PANELS: INTERIOR ZONE "SIMPSON" ST DI4RJ CONNECTION DI D2 SOLID Bd COMMON 6" EDGE / 12" FIELD PERIMETER EDGE ZONE s HOEDOWN INSTALLATION OPTIONS: BLOCKING Sd COMMON 6" EDGE /6" MELD a EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Od COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG HOEDOWN CAST IN PLACE w/'I/8",P THREADED ROD \ � • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATHING -7/5"-V THREADED ROD (PRE-DRILLED) EMBEDDED 12' INTO PLATES) GONNEGTION: D2 - CONCRETE w/ "51MPSON" SES(HIGH STRENGTH EPDXY IF/22 MIN. / GYPSUM WALLBOARD r ADHESIVE), G FOR TEMP.'S 0°F-40 F USE "SIMPSON" AT CORNER 3 Pj � II 5d COOLERS T' EDGE/ ID"' FIELD ROM (HIGH STRENGTH ACRYLIC ADHESIVE) ° ° FOR STRAP - d COMMON NAILS ® EA. I _ JJJLL ONE #4 REBA, • END OF STRAP (WRAP STRAP UNDER SILL FL.) -- - FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED 0 D I ° _ WALL SHEATHING TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/-7/S"4> THREADED ROD _2 __I6_ d COMMON NAILS ! STRUCTURAL PANELS Sd COMMON :: 6 EDGE / 12 FIELD ALTERNATE GDNFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10"' FIELD N FLOOR CONNECTION w/ # LPT4 SIMPSON (OR •STRAP w/(3) NA I I NO/STRAFF I NO In WIND®W/DOORADR STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES Obd F EA.LSTRAP TO — W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE NOTATION: -- SIMPSON H2.5A) V A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING(2015 WFGM,TABLE 3.1,P. I69) CONNECTION E STRUCTURAL PANELS: J 1" or LESS: B - NUMBER OF SILL STUDS-0ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 291) ,,....-•--~'"'•"��~ GREATER THAN I": 8d COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(200 WFGM,TABLE 3.23G,P. 292; • Iod COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.230,P. 293) • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE NAILING, REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. E - NUUMBER OF JACK STUDS a w A I� MBE WFGM,TABLE 3.'1, E AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED W W HERE ALL SHEATHING NAILING 15 REDUCED. ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288)A. _ F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE 1 ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE To OBTAIN HIGHER (DOES NOT APPLY TO DOORS) (2019, W 8 FGM,TABLE 5. ,P. 191) a ° ° ° SLAB ON GRADE APPLICATION: SHEAR GAPAG R ITIES, NAILING REQUIREMENTS FOP, STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 'd d ° ° ° 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B E ° ° ° ° a °a - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B ° ° A a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE LETSAS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° d° ° a FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) A _2_ _16_ d COMMON NAILS RESIDENCE ROUGH A S 1 ONAOE FOR TRUSS TYPE PRE—ENGINEERED NOTATION WOOD AND/OR TIMBER CONSTRUCTION B G D E F G OPNC _ - — THE FOLLOWING 51ONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 905 WILLOW DRIVE 2'-0" 2 I I I I I TO THE RE51DENT AL SIOR OF TRUCTURERAT A PCTUREOR AFFIXED To THE T IMMEDIATELY ADJACENT EXTERIOR THEL OF THE E ELECTRIC BOX OR EAST MARION, N.Y. 11939 4'-0" 4 1 2 2 2 2 � I I I N/� O ®� 1� � GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE J� l_/ AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" 5 1 5 5 5 5 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) - --- TOP PLATE - - -- -- - BLOCKING 2 FOL RAKES 55 12"OR HOLDOWN, ANCHOR BOLT , -1 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BAYS BACK a CONSTRUCTION TYPE DESIGNATION SHALL 4'-0" O.G. TO ACHEIVE RAKE O.H. BE "1", "11", "111", "IV", OR "V" TO INDICATE STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES B8G - , ALL OTHER CASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE - — THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE" BUILDING MINIMUM SPLICE''` THE NYS BC. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) f, TYP.STRAP w/(3) Sd NAILS EA. END DESIGNATION FOR STRUCTURAL PAGE: 12'-0" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ®� ®® I6'-o" 3'-0"/3'-q" I6'-O" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ��NG #®R ®�� � � I I �A�I ®N� r: r CONSTRUCTION AS FOLLOWS: - "F" = FLOOR FRAMING, INCLUDING 20'-0° 4'-0°/5'-0" 20'-0" 5'-0" ! GIRDERS 4 BEAMS BLOCKING 2 BAYS b-t2" SPECIFICATION (2015 WFGM TABLES 3.2A d 5.2B, P. 157-160) BACK ® 4'-0" o.c. ;.;. '. - "R" = ROOF FRAMING CORNER 39. 24'-0" 4'-0"/5'-0' 24-0" b'-o' - "FR" = FLOOR 4 ROOF FRAMING CONDITION FOR ALL STRUCTURES: DATE: 04/03/23 3 OF 19 5/a"O ANCHOR BOLTS ® 301" O.G. 28'-0" 5'-O"/6'-3" 2&'-0" 32-O 52'-O 8 O" - --- - :: SECOND FLOOR _ o NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE ►r. •• I. MIN. T" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-D" 40'-O" • PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS CED A&C w/ 3" SQUARE WASHER5 AND END NUT SETUP; „ BACK® 4'-0" O.G. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50.-0., 13'-0' CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL t, _ TOP TWO COURSES SOLID IN EXPOSURE B TYR STRAP w/(3) STROKE n ' 3.TABULATED SPLICE LEN671-15 ARE BASED ON a FOOT WALL 6O'-O" I2'-O"/IS'-O" bo.-O" Ib' Sd NAILS EA. END -O" OF EA.STRAP y° o 0 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT a OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LATERAL LOADS SHALL BE MULTIPLIED BY H/a; l PLAN DIAGRAM OF ZONES FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '70'-0" 14'-0" -70'-0" Iq'-O" FIRST FLOOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I I6'-0 80-O 22-O" 0 y p FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 _ REFLECTIVE REFLECTIVE 9j� y (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 II'WALL- 1-'M BLOCKING 2 BAYS RED PANTONE WHITE OF NE 12.WALL- IS THIS COLUMN w/MULTIPLIER BACK 0 4'-0" O.G. #187 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT—UP C IRDERS, B OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REa'D FOR FRAMER TO HAVE A F I REBL=OOK I NO FOR FLaATFORM HOOD FRAM I NC � WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION a 1/4 of A WHEN 61RDER5 MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER uj BLOCKING UNDER LOAD BEARINO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES _.J 0 MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE allARTER AS FIRE-STOPPING. P7 NON-LOAD BEAS"I NO WALL OFFSET FROM SUPPORT q (2)ROW5 IOd NAILS O 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE (V 2. FOR PLATFORM FRAME C.ON5TRUCTION: THE DOUBLE JOIST Q 41 -- ------11 SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE •— LC) STUD �g (S)ROWS IOd NAILS a 12.O.C. SERVES AS FIRE5LOPPIN6. TUDS _ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE j 0 0 SUBFLOOR =- - (2)ROWS 1/2' A BOLTS O 12"O.G.STA66ERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE w SUBFLOOR DBL.a ENDS_ PLATE SERVE AS FIRESTOPPIN6. SOLE PLATE — _ 7 BUILT UP GIRDER P MAX.52" D (2)ROWS 1/2'm BOLTS• Ib'O.C. I NAILING: Lo TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE -aE-+ 0 c SOLE PLATE JOIST SERVES AS FIRE5TOPPIN6. � Z E (2)Rows I/2" A BOLTS® 24'o.c. SIDE WITH IOd NAILS, TWO NEAR EACH END OF L BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O C 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING — CO � (2)ROWS 3-3/6'TRUS5LOGK SCREWS o 12•o.c. 4 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL n- F SCREWED ON(1)SIDE OF MEMBER 1 OR OF NONCOM-BUSTIBLE FILL. •v N _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH x (2)ROWS 3-3/b'TRU55LOCK SCREWS a Ib'O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH — b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O U I E' SCREWED ON(I)SIDE OF MEMBER C # CO • JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" �- AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H (2)ROWS 5-5/b"TRUSSLOGK SCREWS O 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. 0 m ++ `— in JOIST BREWED ON N SIDE OF MEMBER P � 0 - - THREE-PIECE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O MAXIMUM OFFSET (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.C. - JOIST DEPTH, d J BUILT UP 61RDER P MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d C 0 .. SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. ^¢ r :20 MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU5 NAILS ON EA. SIDE w/ T 5LOCK SCREWS O Ib'O.G. 4 ( I , UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS ® 32" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE b. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRUSSLOGK SCREWS O 24"O.G. BETWEEN 1/b L DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER _ 4 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. i- P61 q. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS t0 - BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GE I L I NO BRAG I NG NOTE` P STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL a LAN SHALL USE WN?ECTION ON PATTERN TI WHEN TEo'RN'LARGER OR SMALLER � FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBU5TIBLE FLOOR +J FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH • — STUD 2.WHEN 5CREWIN&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, GIRDERS ARE TO BE SECURELY ANCHORED TO \� I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v SUBFLOOR -SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR / / FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE o V O.G. TOSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE W 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST O.J. AWAY BY AIR SHRINKAGE GRAGKRS OF THENTS �NTERIOR INO PID AND NISH FASTER GE�ILHIN6 ONE NA I L_ I N� PATTERNS FOR DE LOADED BMA 0c . L�U� # BMA) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE 10)8d LOCATIONS REG2UIRUN6 FIRESTOPPIN&- AS FIRESTOPPIN6. NAILS FIRE- FIRE- W IR WOOD FESTOPPIN6 FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FA5TENIN& RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPIN6 r 1 MULTIPLE-PIECE MEMBERS rm \J JOIST * 5d COOLER NAILS® 10"o.C. NAILED' BOLTED' III 2" 4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 3 ROWS IbdP2 ROW5J4• 2 ROWSY'• 2 R01,6V VERTICAL xBLOCKING w/(4) IOd NAILS COMMON COMMON OLTS, BOLT5 FIRESTOPPIN6 WHEN . . . . •s7m O 12"O.G. O b•O.G. COVERING IS APPLIED TRA 20 go.S P TO UNDERSIDE OF < STUD 6YP`.�UM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS T5 DOUBLE PLATE *5d COOLER NAILS® 10"O.C. (10)bd NAIL BEAM SELECTION w/ STD. NAILING " o o " " " " " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 J015T SHALL BE LOCATED DIRECTLY (D . = ENDWALL STU AS NOTED IN NOTES 7 8 " " " " to DENOTES ALT.FOR USE OF DRYWALL SCREWS S CFI OPPING LOCATION� SOLE VER STUDS,UNLESS TOP PLATE IS 4"O EDGE/12'® FIELD FULLY BLOCKED I TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WooD FIRESTOPPIN6 or-GIRDER DESIGNED TO CARRY THE LOAD SCREWS ub- V4"TYPE INOR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2' Tw0 ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER'USE WASHERS UNDER HEAD AND NUT' O O O O O O O O O OVERLAID ROOF 5.5TAG6ER EACH ROW OF FA57ENEP-5 BY 12•. n p p © p n ATTAGHMENT ® VALLEY NOT 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. III III !I I�iI�,�,,pll, TO BE FELLED A NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECEo MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR B'O.G.OR TRIPLED \ - FOR 4'O.G.NAIL SPACING. LOCATION -7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: N STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS 02'O.C)FOR DEPTHS 12'OR LESS q 4 bd NAILS LOCATION & FIRESTOPPIN6 \ LOCATION ® EA.END a R.R. a.s ROWS OF Ibd COMMON NAILS(12.O.G)FOR DEPTHS OF 14',16'4 15'. LOCATION 10 IFULL WIDTH 2"x BLOGKIN O F- I GONSTRUOTION DETAILS 1�11ND LOAD BATH OONNEO TION DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL OR NEW DEGK FOR STRP.PPIN6INSTL. XIST. NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPPER TOP PILATE LAPS 4 IOd ,CONTINUOUS I-OHM TOE NAIL NOTED CONT. BLOCKIN& TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. 7 R.R.AS SHOWN \V G STUDS— PLAN VIEW NOTE: SIMILAR* 'SHED' WOOD JOIS -0 WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD _ fl BLOCKING JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR ,-0 W INSTALLATION OF GLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER a WOOD GIRDER JACK STUDS lu MAIN MEMBER O WOOD JO 1ST E� 4' w p ao• 30" H JOIST FRAMI NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYPI GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: '-DIAM.X 5 APPROX. 30" w/THE MAIN MEMBER b STARTED APPROX. )3 THE LENGTH OF THE NAIL FROM THE MEMBER END, B LETSAS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0• ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER O 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD J - WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 905 WILLOW DRIVE DOUBLE JOIST DOUBLE JOIST O TOP PLATE EAST MARION, N.Y. 11939 GHIM. CHASE SECURINO (9 STD. SIDE WALL _DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNEGTI ON w/STUDS TO ATTIC FLOOR E BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O TOP PLATE ® o tu Q WIND RES I �TANT CONSTRUCT I ON OONNEOTORS PAGE: GHIM. CHASE WALL v z q004OO x kri 0 0 CONNECTION LOGATI GN: PART NUMBER: NOTES: ■ fy�;� T Q RIDGE-TO-RAFTERS 0520 o 21" APPLY TO EACH PAIR OF RAFTERS__ IL a3(b ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER w DATE: 04/03/23 4 OF 19 u Z ROOF RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER tu? NO 44 REO'D BLOCKING J Q N PLATE-TO-WALL STU7 C520 (9 0" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING w w p- ® EA. LEVEL THE FIRST ABOVE ®z w 2ND. FLOOR WALL-TO-IST. F-OOR WALL LFTA or C520 56" APPLY TO EACH WALL STUD �ED'�R ,� FLOOR/01-a ® O HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH GRIPPLE STUD c SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END '_4L IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE �j,� Q374 �y04 SIDE VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED EIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. OEI ERAL S""rI " 50L <E"'� : SEE FAOE A- 104.00 FOR PLAN SCHEDULES Q NEW _ EXISTING TO BE DEMOLISHED PARTIAL HEIGHT , WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Ld NEW WODD FRAME (L.O. NEW FOUNDATION WALL -i � STL. WHEN APPLICABLE) Q ,a.., N NEW I-HR FIRE RATED a MIN. (2) 2"x4" STRUCTURAL �i C 0) WOOD FRAME (L.O. STL. POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.D.N. -p LO . 0 NEW 2-HR FIRE RATED ++ 0) >- WOOD FRAME (L.O. 5TL. L. WHEN APPLICABLE) 0 C Z x _j(V FOUNDATION PLAN NOTES O O +:3 UNDER-FLOOR AREA VENTS ELECTRICAL PANEL: -c O ++ Lo Oj NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER Oa NEW 200 AMP ELECTRICAL PANEL LOCATION; -1-j N O +' 2020 IRG R40b; INSTALL AS PER MANU. SPECS WITHIN 3'-0" ALL INSTALLATION AS PER NYS ELECTRICAL CODE. C OF BUILDING CORNERS. PROVIDE WELLS W/GOVERS AT Q � � :20 GRADE BURIED PROPANE TANK: FREEZE PROOF HOSE BIB: O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK O2 FASTENED w/MASONRY ANCHORS (PRECISE 2.INSTALL AS PER MAU. SPEC.'S LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 3.INSTALL MIN. 10'-0" FROM DWELLING,SANITARY d STORM WATER STRUCTURES, d BURIED UTILITY LINES;REFER TO WATER METER: SITE PLAN FOR INSTALLATION LOCATION. O3 1. INSTALL NEW WATER METER IN BASEMENT COMBINATION BOILER 2.SEE ALSO PLUMBING RISER DIAGRAM IO NEW NAVIEN 41OR EQUAL) CONDENSING PROPANE WALL-HUNG 3.INSTALL AS PER NY5 PLUMBING CODE COMBINATION BOILER(OR APPROVED EQUAL). DOOR NOTE: I. VENT THROUGH WALL. O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 2• F.A.I. THROUGH WALL. _ - - - _ - _ - _ _ > i ON PLANS BY 'JELD-WEN' (OR EQUAL). 3. INSTALL PER MANU. SPEC.'S m 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT WATER HEATER - W `--" ON PLANS BY 'THERMATRU' (OR EQUAL). I I NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. - 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPANE WATER HEATER STORAGE TANK (OR APPROVED PROPOSED;SEE DE51ONATIONS 4 DOOR SCHEDULE. EQUAL). 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. VENT THROUGH WALL. WALL5,U.O.N. 2.F.A.I. THROUGH WALL. / / _ _ _ _ _ _ _ 5.INSTALL AS PER MANU SPEC.'S 3.INSTALL PER MANU. SPEC.'S ;K 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. '7. SEE PAGE 6-005 FOR ALL OTHER FRAMING HYDRONIG AIR HANDLER: \ / - / / - - - - - - - - - - - - - - - - - - - -- - - - - - -°- - - - - - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. hij U 12 I. PROVIDE (2) NEW 5-TON HYDRONIG AIR HANDLERS) BY "RHEEM" OR APPROVED EQUAL / Q STAIR 8 RAILING NOTE: 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH O I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSED 3.PROVIDE HOZONE (SEE T KATER COIL AND CONNECERM057AT FOP, ZONE T NEW HOT 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL - \ - WRTER/BOILER GOME30 TO NEW COIL. -• .. a- I •• I " -fn NOT EXCEED THE SMALLEST BY MORE THAN 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-a". ENERGY RECOVERY VENTILATOR: 4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 13 /• \ I n 1 O I. PROVIDE ERV FOR ENTIRE HOME S.F. W 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 36" MIN. / / \ - ' \ I D 2. MODEL E "V FOP, " OR EQUIVALENT; 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. / 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. INSTALL AS PER MANUF. SPECS 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR O EGRESS WINDOW WELL: I - - - - - - - 1 OR MORE RISERS, AND WHERE SHOWN ON PLANS. 14 PROVIDE NEW EGRESS WINDOW WELL 3 COVER BY I : / \ VCOMPACTED FILL\ , "ROGKWELL;ELITE SERIES" 66"W.X b4"H. OR EQUIVALENT. •° ' • °' 6 WALKOUAKIINO SURFACES LOCATED RNI-5 SHALL BE 11MORE ED OTHAN 30"SABOVE INSTALL AS PER MAN. SPECS. PROPOSED BURIED I ' 2'-1 4'-a" 14'-O" FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. WATER SUPPLY LINE -1. 42" HIGH GUARDRAIL b SPINDLE SPACING NOT TO NEW UN-REINFORCED P. GONG. SLAB TO POOL HOUSE I I V. ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH 15 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON - HANDRAIL B SPINDLE SPACING NOT TO ALLOW 2. 6 MIL POLY VAPOR BARRIER UPON - �0 PASSAGE OF A 4" SPHERE. 3. 4" (MIN.) GRAVEL BASE A-502 I I I � A-302 I I 4 b. GRIPPABLE RAIL AS PER CODE. -6 I I I A-401 _ 1. RAILING TO BE WOOD. - `r tl I (I2 Ri ®MIN:15" UP O WINDOW NOTE: I . O IQ I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG,OR 61-IDINS (AS NOTED). PROPOSED BURIED _ L ELECTRIC LINE TO I I I m I - - - - - - - - - - - - - - - - - - - INSTALL AS PER MANU. SPEC.'S. � • � I � I I � I - - _ - _ - •• POOL HOUSE I •• •• -+ • 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - - - - - - - - - -- - - - - - - - - - - -. - - - - - - - - - SEE DESIGNATIONS d WINDOW SCHEDULE. I I T L -J I J 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 0-002. I I - 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. �= I ,�' ry O Pi 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH I I I �* I _3 UNDER-FLOOR b.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: -cv 6.1. FOR ALL SKYLIGHTS # OPERABLE PANELS OF I I � 1I VENTILATION 5WIN61N6, SLIDING, d BIFOLD DOORS PROPOSED BURIED FLOOR 6.2. WITHIN Ib" OF F.F. WATER LINE FREE L I I ( 'ns AZ AR] S.F. 6.3. WITHIN 24" OF A DOOR _� I ( 1 J Y 6.5. WITHIN TUB/SHOWER ENCLOSURES F A LANDING � - - - - -1.°• IS'-6" \ ,` Y n ,'� �� � REQ. S.F. PROV. I I b.b. SEE AL50 GENERAL NOTES ON PAGE 6-002 l v N RENT 14.3 5.F. 24.0 S.F. -1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND REQ D I WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM PROPOSED GONG. (2) 2"xIO" HEADER U.O.N. SLAB FOR AG b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER UNITS NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 13 3 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN "12" 15 Z�'8 / / \ -cv ABOVE GRADE OR THE ADJACENT SURFACE AT THE / / / / \ 10 II BUILDING EXTERIOR. EGRESS NOTE: \ \ z IN COMPLIANCE WITH NEW YORK STATE BUILDING / / / CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF / / °. / / \ T 12 - - r - -I F- - F- EGRESS SHALL BE FOLLOWED: / / / \ ` \ I I I I I I I I I I I 0 I I V NET CLEAR OPENING........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM \ \ l- - f- J L - -1 L -1 L L N NET CLEAR WIDTH................. 20" MINIMUM -. - \ \ \ �.�� 0 O7 NEW MECH. AREA: I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S \ \ \ A-401 I Lu 2.MAINTAIN 30"x3O" CLEARANCE IN FRONT OF MECHANICAL \ (15) RI AX b. 5" 1 UNITS AS PER NYS MG 506.1 \ PROPOSED GONG. \ �/2 (14) Tr ® IN. 10" ` 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES \ ', SLAB FOR \ REQUIRED PER NYS MG 504. \6ENER.ATOR \ 002 �u 4 0 b ^� 6 ° PROJECT: TYPICAL MECHANICAL AREA NOTES: 1 f� d I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY \ \ \ V/ =1 I I PROPOSED ,"•JO m "DUROCK" (OR EQUAL) \ \ \ \ 5 2' EBIEDLECTRIG LINE ' 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/a" \ \ �_ I _ B L ETSAS TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) \ \ RESIDENCE 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 15 GARAGE SLAB : I SPEC.'S AND AS PER NYS MECH. AND FUEL GAS CODE \ \ 4. WHEN EXIST.,MECH. EQUIP. SHALT_ BE VERIFIED THAT IT CONFORMS TO NYS MECH. AND FUEL OAS CODE \ \ \ �� 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE \ ' \ \ ° : \p; UP „\ t0 FRESHAIR INTAKE FROM EXTERIOR \p \ \ 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - �'. _ 905 WILLOW DRIVE EMERGENCY SHUT OFF SWITCH \ \ \ \ �i b'-8" 8'-a" \ \ `� (i) -7. FOR GAS SERVICE, PROVIDE OAS SHUT OFF SWITCH \ \ \ m 1 \ \ �' 14 iN EAST MARION, N.Y. 11939 b. LOCATE MECH. EQUIP. TO ALLONJ FOR PROPER CLEARANCES AS PER CODE \ \ \ II``'' - - - - - - - - _ 4. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT \ \ -"1� / / b , o I H \ \ CONNECT TO SANITARY SYSTEM AS PER NYS \ \ _ DRAWING TITLE: PLUMBING CODE / / - - - - - - - - IO.APPLIANGES JOINED THROUGH A, COMMON NATURAL \ \ / / / / / IS'-g%2" °' 0 \ PROPOSED F DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL \ \ I ( v \ \ FOUNDATION PLAN SECTIONS OF 2020 NYS RG 62427• KIS I I \ 1 \ / \ \ PAGE: '1„ i \ \ J 11. ® VCOMPACTED FILL PROPOSED BURIED I - - - - P . - - _ -' DATE: 04/03/23 5 OF 19 PROPANE LINE L - - - - - - - - - O i N _ PROPOSED -44 L - - - - LINE IIG E©ARcO�i 5 19'-O" �. ' o a'-3y2" 9'-I I" 4' o ! 9 j. 03743 �O fi� 0�'OS I7 FOUNDATION PLAN 5GALE: 1/4" = 1'-0" SEE FA0 A- 104.00 FOR PLAN SG- HED LEE Q _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. WHEN APPLICABLE) I EXISTING TO REMAIN W NEW FOUNDATION WALL L1J NEW WOOD FRAME (L.G. J v M STL. WHEN APPLIGABLE) `N NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL ® STL P05T FOR 4" WALLS G. WOOD FRAME (L. . WHEN APPLICABILE) (MIN. (2) 2"xb" STRUCTURAL 1 r1 r 0 O � '_ POST FOR b" WALLS), U.O.N. - + 0) O NEW 2-HR FIRE RATED L Vr� WOOD FRAME (L.G. 5TL. p •� Z WHEN APPLICABLE) 0 N > OX U FLOOR PLAN NOTES m CD O DOOR NOTE: O A/G GONDEN5ER5:j Lo I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT q I. PROVIDE (2) NEW 5-TON A/G CONDENSERS BY "RHEEM" -1- O 4-j ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. c O c) 2.INSTALL NEW EXTERIOR DOOR'S WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH nQ r :2 0 ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERM05TAT FOR ZONE DESIGNATION). D 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DEVONATIONS d DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND b PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF b4'-3" 5. INSTALL AS PER MANU SPEG.'s CONDENSER. 6.PROVIDE (2) 2"AO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 41'--7" 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 3' FROM WINDOW5/DOOR5 20'-b" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. o OSTAIR 8 RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2 1. ALL NEW STAIRS SHALL HAVE MAX. &-1/4" RI d MN. 10" 10 VENTILATION 15 NOT MET BY MEANS OF NATURAL m ' Tr - RISERS SHALL BE CLOSED CIRCULATION THROUGH WINDOWS OR DOORS TO 2 Q 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION NOT EXCEED THE SMALLEST BY MORE THAN J". 405.5.2.5; INSTALL AS PER MANU. SPECS 3. HEADROOM IN STAIRWAYS 514ALL BE AT LEAST 4. 5S SHALL HAVE THE 41. BETWEEN CLEAR HEIGHT 4 HIANDRAIL5: 56"MIN. O - ' II NEW ATTIC AGGESS - PULL DOWN STAIR: � • 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5"MIN. I. MIN. 550 # CAPACITY �j�Q ON. - 2.51ZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: ..7" MIN. \0 ❑ 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN 3.DEL. FRAMING WHEN NEW OPENING 4'-3" b'-O" 4'-3" q'-3 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 4.WEATHER5TRIP ACCE55 OPENING 8 PROVIDE R-4q Y2 40-5Y2 ` INSULATION ABOVE w/WD. FR. (OR EO.) BAFFLE OR v OR MORE RISERS,AND WHERE SHOWN ON PLANS. 3'-O" 3'-O" 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING ON. WALKING SURFACES LOCATED MORE THAN 50" ABOVE DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ON. �,0 N FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 7. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). ALLOW PA55A&E OF A 4" Q SPHERE;36" HIGH 5. INSTALL AS PER MANU. SPEG.'s N HANDRAIL d SPINDLE SPACING NOT To ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I o PASSA6E OF A 4" m SPHERE°. m r N in 3, 8. GRIPPABLE RAIL AS PER CODE. NEW PLUMBING FIXTURES: q. RAILING TO BE METAL. `O n 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. Y� BENCH SEATING; 10-f COVERED SMOKE DETECTOR / GO DETECTOR NOTES: SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. \ PORCH ,D O EAT-IN KITCHEN NOOKIT 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: s85 S.F. 13 I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE d SCREW); HARD WIRED T EACH OTHER w/BATTERY BACKUP. SCREW PERIMETER OF SHEATHING b" O.G. b 12" O.G. 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES INTERIOR. A7302 p = SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 2.NEW FINISHED FLOOR PER H.O. SELECTION I ARE NOT INTERCONNECTED, AS PER NYS R314.4. 3.FIRST FLOOR DEN,SECOND FLOOR HALLWAY B ALL E - Q 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND BEDROOMS ' ''// m - - - , PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. NEW TILE FLOOR: =ry 4-512� I I .D 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS I. NEW TILE FINISH (H.O. TO SELECT) UPON u� N ON. (12 Ri ® AX 8 5" II Tr MIN. I d OPENINGS TO BATHROOMS W/SHOWER OR TUB. 14 • 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON i- I I 106 105 104 5.INSTALL ALL AS PER MANU. SPEG.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3. NEW " DUROGK GEMENT130ARD (OR EQUAL) UPON � 3 6T F IN COMPLIANCE WITH LOCAL CODE 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); - 5CRE OR.PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® WINDOW NOTE: - - - - - - _ O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 5. ALL COMMON FIRST FLOOR AREAS d ALL BATHROOMS DW CASEMENT, DOUBLE-HUNG,OR GLIDING(AS NOTED). a+ INSTALL AS PER MANU. SPEC.'S. O NEW b" SEAMLESS GUTTERS 8 DOWN5POUT5; WHITE ON. D =ry I I I I I I I I I I 0 F o CR 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; IS ALUMINUM (TYP.) r z j rn m SEE DESIGNATIONS d WINDOW[ SCHEDULE. O I _ I I t(1 V> 3.FOR SUBSTITUTIONS,SEE NOTE' #q IN "GLASS WINDOWS r KITCHEN DINING ROOM I I I I I I I 4= AND DOORS" ON PAGE 6-002. PROVIDE RADIANT FLOOR HEATING IN ALL �(` 340 S.F. (� _ I 180 S.F. U 0 4.ALL 5. ALL DOUBLE CASEMENT N61 DONSNINDO SO 14 BE TIAVE TLRTAIOHT WASHARM HINGE. 16 BATHROOM5, KITCHEN, DINING AND GREAT ROOM b.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: ` 5'- 2" �� O - Oi I I I - cV 14 6.1. SW N61N6FOR ALL 55LIDINGTB E31�OLD�DOORS LE PANELS OF O o _ F 6.2. WITHIN 18" OF F.F. o q'"g/2 _I_ �. - - i - - - I I - - - - I - EL�414 BATHROOM® 1 t I _ _ I I I -- 1-I °=1 6.3. WITHIN 24" OF A ROOF, - - _ 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING ��'-3.. - 6.5. WITHIN TUB/SHOWER ENCLOSURES 12 I I I I I 1 1 I BEDROOM I 6.6. SEE ALSO 7. SEE PAGE 6-003 FOR FARAMING ELEMENTS AROUND L A'O" TOVE I I I I 14 SAS 20o S.F. T F WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM IOq I Ib I I tCAUFERED GREAT ROOMSTORAGE CEILIN 3i5 S.F. - (2) 2"xl0" HEADER U.O.N. '1" I I I CEILING � 12 , T b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER A' I-I 5.F. 11 I I lI «� NYE) TA R312.2 FOR OPERABLE NINDOW5 WITH SILL HEIGHTS ``// 15'-`$�2" _ Ul - LE55 THAN 24" ABOVE F.F.,T14AT ARE MORE THAN 72" h''"� 3'-OI' 10'- b' '+ ABOVE GRADE OR THE ADJACENT SURFACE AT THE 120 i UO `1�2 =N I I I I I I z �r 4 n BUILDING EXTERIOR. L I I 4 Z EGRESS NOTE: 14 _I - - L - - - - - - - - ® - - vvl 6 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4 I I ❑- - - - - - 3 O CODE,SECTION R310.2.1,THE FOLLOWING MEANS OF 108 - - - - 13'-3" 13-V2 g-5° U EGRESS SHALL BE FOLLOWED: * I 113 REF . in II6 SM/GO NET CLEAR OFENIN&........... 5.7 S.F. r NET CLEAR HEIGHT............... 24" MINIMUM �, t;,+� 3-O 17�� i PROVIDE CENTRAL VACGUUM 5M/GO �J b„ FT _NET CLEAR WIDTH................. 20" MINIMUM '" t '' e��! - O (15) RI AX 8. 5" DN. THROUGHOUT BASEMENT, ' • &+rw O 1 (14) Tr ® IIN. 10" FIRST d SECOND FLOOR TYPICAL BATHROOM NOTE: I' T� -1 = - Q O I. WALL BOARD MUDROOM PANTRY N A-4oi A-40I 17) t M x. 2 I n 5-5 WALK-IN I.I. INSTALL MOISTURE R E515TANT GYPSUM BOARD IN J 220 S.F. I6J Ti M N. I ALL BATHROOMS �J "` 42 S.F. _ 2 10 O U CLOSET `t s ` uz m1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 11525 S.F. m PROJECT: TUB SURROUNDS 4-q 7-II m O , 72. SHOWER FLOORS 014 -2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2 GAR GARAGE 2.2. CONCRETE MUD-SET(SL.OPE 115" PER FOOT 550 S.F. GL _ PWDR. RM. ®- I � p� BLETSAS TOWARDS DRAIN) UPON 14 `0 30 S.F.2.5. WATER PROOF MEMBRANE TO COVER SHOWERFOYER- 85.F. RESIDENCE � I I-I j.2 4-4� I6 BOOKSHEL d T BA "FLOOR, WRAP DRAIN d ATLEAST IS" UP WAL'.LS S - 360 S.F. � � � y, UP 4'-0" NEW LAUNDRY ROOM: r r OPEN TO I. NEW WASH/DRY HOOK UP \ Ib-2�2 `t (L = ABOVE I 114 O _ 2 COORDINATE LAUND. ROOM d DOOR DIM.'s L y \ ' I cr O 3, 905 WILLOW DRIVE w/51ZE OF EQUIP. S \ '� 112 m 10 I cos 3.PROVIDE HOOK UPS AS REQ'°i PER MANU. � \ I � I 13 I � E EAST MARION, N.Y. 11939 17'-10" q-8" I h D DRYER EXHAUST NOTE: \I. DUCT SHALL TERMINATE TO EXTERIOR \ \ 13'-b" HIGH CEILING ® FOYER - - DEN 2 DUCTOPEN HALL TERMINATE MIN. •4'-0" FROM ANY \ \ \ \ Ibs. 2'-b" 4'-10" C�G��W 205 S.F. DRAWING TITLE: 05 3.DUCT SIZE AS PER MANU. \ A _ _ - 3, \ 3'--�y2" 4' 10" 4' Io" 2' 6" DT I DT =ry A 1'-11�2„ 13s� �s' \ PROPOSED FIRST FLOOR PLAN 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER _ 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN tiL \ 1 \ p O' 0- CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO O \ 101 ry in CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM =ry SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO �'� XACGORD FEET AND SHALL 2 E LISTED AND LABELED N 1 � 102 GT GT m E � 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ' I \ CATHEDRAL METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS D -'k �Sz, / \ CEILING PAGE: RUNNING IN THE DIRECTION OF: AIR FLOW. EXHAUST i O/ SHALL NOT BE CONNECTED WITH SHEET-METAL 33'' O A � � `�,, N 3_g 3_2„ 3' :2'- DUCTS _ 3_8 MAX.5CR Am 7. E LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 103 2-by2 rJ- COVERED O E / \ to A-102m00 LOCATION TO THE WALL OR ROOF TERMINATION. THE A-4ol PORCH , A� / \ t1 i MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 t p 55 S.F. � oy FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0° A NOT EXHAUST DUCT DOES INCLUDE THE TRANSITION DUCT. � � r ON. ❑ / 3E DATE: 04/03/23 6 OF 19 '-O" 3'-O" OELECTRICAL METER: INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, d UTILITY C.O. STANDARDS 2 THERMOSTAT: O I. PROVIDE THERMOSTAT FOR:(5) ZONES: O - ZONE 1: FIRST FLOOR ",-0,,- - ZONE 2: SECOND FLOOR m p � ©ARC �5 � - ZONE : SECOND FLOOR MASTER SUITE X� 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS 15_`�2 Q Iq'-O' q' M p -II" b'-O" �� 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN 64'-3" SPECIFIED ZONES ABOVE FOR DEN AND ALL 0 BEDROOMS `_j o - (P = PROPOSED FIRST FLOOR LAN FOF NEB' 2,500.8 S.E. HABITABLE SFACE; 5,0-78.6 S.E. OROSS AREA SCALE: 1/4" = 1'-0" SEE FAOE A- 104.00 FOR FLAN SCHEDULES DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. 1,AIN WHEN APPLICABLE) T: (L.O. NEW FOUNDATION WALL •ABLE) 4,TED MIN. (2) 2"x4" STRUCTURAL V 5. 5TL. El POST FOR 4" WALLS E) (MIN. (2) 2"xb" STRUCTURAL ATED POST FOR 6" WALLS), U.O.N. 5). 5TL. E) FLOOR PLAN NOTES A/C CONDENSERS: VQHEN GALLED OUT O I. PROVIDE (2) NEW 5-TON Al_ CONDENSERS BY "RHEEM" CWAL). OR APPROVED EQUAL. WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH I-DUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 4 NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE &ROUND :RPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING SUFFICIENT TO ACCOMMODATE &ROSS WEIGHT OF CONDENSER. `U 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS fl=R FRAMING y b APPLIANCE, AN AT LEAST 5' FROM WINDOWS/DOOR n\ '. FOR ALL) U.O.N. WHENEVER POSSIBLE. lD NEW EXHAUST FAN SHALL BE INSTALLED WHERE MAX. 8 1/4" RI 4 MIN. 10" 10 VENTILATION IS NOT MET BY MEANS OF NATURAL V` ) CIRCULATION THROUGH WINDOWS OR DOOR TO �� FLIGHT OF STAIR SHALL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION e�^ Y MORE THAN iJ". 405.5.2.5; INSTALL AS PER MANU. SPECS t ,)j r 1 - D - Il_L BE AT LEAST 6'-8". Vt/ D`,�S` p OWING CLEAR WIDTHS: ID V" 4 HANDRAILS: 36" MIN. II NEW ATTIC AGGESS - PULL DOWN STAIR '.IN ONE SIDE: 31.5" MIN. I. MIN. 350 # CAPACITY ON BOTH SIDES: 21" MIN. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x5o'9 ►5 =D ON NOT LESS THAN 3.DBL. FRAMING WHEN NEW OPENING 14'-6" STAIRS CONTAINING FOUR 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 21'-4" 5HOWN ON PLANS. INSULATION ABOVE w/WO. FR. (OR Ea.) BAFFLE OR:;'ED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING MORE THAN 50" ABOVE DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 INHERE SHOWN ON PLANS. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE E: SPACING NOT TO THERMAL ENVELOPE OF BUILDING). 'HERE;36" HIGH 5. INSTALL AS PER MANU. SPEC.'s 'NOT TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. NEW PLUMBING FIXTURES 12 ALL NEW PLUMBIN& FIXTURES TO COMPLY WITH PG 405. OR NOTES: SEE ALSO PLUMBING GENERAL NOTES ON PAGE&-002. ,ODE COMPLIANT NEW FLOOR: - $MBINATION DETECTOR 13 I NEVI J" PLYWOOD BATTERY BACKUP. SU$FLOOR BENEATH (GLUE 4 SCREW);It EXISTING DEVICES 50REN PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® m EXISTING ALARMS INTERIOR. 1=R NYS R314.4. 2•NEW FINISHED FLOOR PER H.O. SELECTION '°i AS INDICATED, AND 3.FIRST FLOOR DEN,SECOND FLOOR HALLWAY 4 ALL 5 ON PAGE 0-002. BEDROOMS INTAIN 5' MIN. BALCONY SUPPLY/RETURN DUCTS NEW TILE FLOOR: _ ''II// SHOWER OR TUB. 14 I. NEW TILE FINISH(H.O. TO SELECT) UPON 8„ 9?S.F. 1,_8� 3_3 _1J/2 T-Y2 3-10' 2' O 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 8`_IV- a_I„ 1,�, :.'s M LT -- Y MONOXIDE DETEEGTOR 3. NEW �" DUROGK GEMENTT30ARD (OR EQUAL) UPON M )I= 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW; 1 SCREW PERIMETER OF 5HEATHIN5 6" O.G. 4 12"O.G. ® 201-A 201 201-A BE ANERSEN INTERIOR. A-302 Q _(o A-302 IDINO(A5 NOTED). 5. ALL COMMON FIRST FLOOR AREAS 4 ALL BATHROOMS 4 WINDOW TO BE -6 MEW WINDOW PROPOSED; NEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE 4 CENTERED WITH IN " LE. NW RIDGE KT ALUMINUM (TYP.)15 • N "GLASS WIO 210 L KTS ip _ WALK-IN O _ O PROVIDE RADIANT FLOOR HEATING IN ALL �j O CLOSET .o 'E STRAIGHT ARM HINGE. 16 BATHROOMS, KITCHEN, DINING AND GREAT ROOM - 3L= TILT WASH 34 S.F. - PROVIDED: rL BATHROOM 3 >I_D DOO =D DOOBLE PANELS OF O BEDROOM 4 � 11,-jy2" - 213 14 RS O m� D I lid'.311 Oct OF A LANDING Ib O � MASTER 1 ;� 5 � T iT S ON PAGE 6-002 j BEDROOM ELEMENTS AROUND - _� 230 S.F. BA ® 12 ROVIDE AT A MINIMUM �n _ BE PROVIDED PER II'-10" ' �m �` 5 WITH SILL HEIGHTS ''' 9�/�.� '�� - -�� in OI dJ ARE MORE THAN T2" BEDROOM 3 �: i f✓' '� Yj T SURFACE AT THE IS = � i/�"" - �= Q -� 155 S.F. V_- 5M/G0 4'-4/„ WALK-IN 'n VENT DRYER 2 1 rn WALK-IN THROUGH ROOF CLOSET_ ,I� '%=/, _�r-�I;iii �.�',-- O - � CLOSET 01 _ 25 S.F. tt1 Imo-' �fE BUILDING �""` f ,�- ' m 41 S.F. x J N 2 44 NIINO MEANS OF %� /-�� � " %, -gym %� ' 0 = LAUNDRY 208 ' - W WATER ROOM m i 6o S.F. 26 S.F. 6,-?�" I/" p 4' b" - V Ulm 206 O , GL. O 5M/GO m m OM 2 20"1 12 S.F. N BATHRO ` i✓� - %'i %' KT 2'-3" 203 140 - 4„ 63 S.F. - / _ 47 GYPSUM 1 ` %� � � ��""' I � - � � t� F /= �i� II'-o" 3 ,� WALK-IN BOARD IN , , = /'�i %% / %i�j__ �.' _ j. ., -�'� . rr ff _ 202 � L - * i 211 tt 212 CLOSET 5 O ry ti.i LJ \\ / �' _-�'�!! ��^ .9 li„ ' t�i _ 25 S.F. IN ALL SHOWERS AND _ Y ', , , , �---ice,/� ice,,--__ .� .-...�.��.f�-'J--�"� I 10'- 3'-6" m � 215 .0 I4 n1 Q - - Q� 3 HT _FGT) UPON , ` �' �i/%� -ci / I_!�I -/ - - - - /b" PER FOOT \t , i /% / /� i%I --,'_ %i' - -6 - _ = R ,- � -- - %$f / o MASTER - T, *I' 3" 2'_1" in P O�EC 15' 8y2" `�� ' �r> BATHROOM � A_�I 2 T ui O COVER SHOWER ,, , 1 �-�!�"_ -�--�'�"�;�== - �%Nj �%� 155 S.F. Q 204 I IS M/GO � (I"1)=AST Ib" UP WALLS WALK-IN - 4'-O"-�f CLOSET I b 140 S.F. � BEDROOM 2 MANU. ISLAND ri O I `OPEN TO PROVIDE CENTRAL VAG UP ll _ _.�---`. lv BE GUM EAST FROM ANY � %`/� � L LOW ~'' l FIRST 4 SECOND SFLOOR ,C:KDRAFT DAMPER C ` � { i ',., ,,-��_ 14'-5" ONGEALED WITHIN DRAWIN ~' ' J �- _ - - 5 2 - 0N DUCTS USED TO `'_' ,UST DUCT SYSTEM PROPOSE �THS, NOT TO , ` t\ r_�% /,�' /, // ��. - '.,� _ ' - - - - - - - -� %% TED AND LABELED - E THK RIGID , � � , �-- / --� � { � /� 2 6" A „ B O /� d:ES WITH JOINTS �.�e ' - 2'-6' 4'-10 2 FLOW. EXHAUST 1 , \ 1` -��i O 'KITH SHEET-METAL -�' PAGE: - ?!i FT FROM DRYER � `` ''' � �- I G2 O tit TERMINATION. THE 1 , ,/ �i,/ �/' 15 3E REDUCED 2.5 , \ �= ���'�'� Fn , HET FOR EACH 401 AR HIAUST DUCT DOES P 4P 5 MECH. CODE, 4 3-a° DATE: 04/1 D ONES: tip i ,y�0\ O P,• � :R SUITE N5 PER 4.T5 WITHIN :M AN ALL fi ROPOSED SECOND FLOOR FLAN F 2,023.E S.F. HASITAE3LE Sf=ACE:; 2,025.( f S.F. OROSS AREA SCALE: 1/4" -DOOR SCHEDULE - ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER S MANU. 5PEG.'s. SEE PAGE "G-005" FOR NAILING 8 STRAPPING FIRST FLOOR LIGHT S VENT SECOND FLOOR LIGHT VENT Q DETAILS. EXTERIOR COLOR TO BE BLACK. DOOR MATERIAL NATURAL LIGHT S VENTILATION **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER*" NATURAL LIGHT S VENTILATION Lv TAG DESGfZIPTIDN MANUFACTURER p A N FIRE NOTES (HABITABLE SPACE) Q 0 RATING WINDOW CHART (HABITABLE SPACE) W v J FLOOR AREA 165 S.F. N WIDTH HEIGHT O FLOOR AREA '750 S.F. Q P7 45 MIN. RATED - ---- -- _ - - -- --- - - -__ --- CLEAR KITCHEN/DINING/C % REG. S.F. PROV. BEDROOM 2 % REG. S.F. PROV. Lo - 3 � � SELF-CLOSING ROUGH OPENING WINDOW DIMENSION EGRESS � OPENING TEMPERED LIGHTING;MIN. 8% Z FIRST FLOOR TAG TYPE MODEL # WIDTH RED' 2 LIGHTING;MIN. 8% D: O' OF FLOOR AREA •4 S.F. 260.8 S.F. _.- _-- - -- - 11 OF FLOOR AREA � CO 101 DOUBLE SWING THERMATRU 5'-4" b'-O" I •__]1- HEIGHT REG'D:24" 29 4 S.F.5 F WIDTH HEIGHT WIDTH HEIGHT OPEN REG'D: 5.7 S.F. VENTILATION;MIN. o Ln _ _ — - -- - --- `- ------ -1 - - 4% OF FLOOR AREA 31.2 S.F. 202.4 S.F. VENTILATION;MIN. bb S.F. 24.6 S.F. - — I( A CASEMENT 5PRINGLINE 4% OF FLOOR AREA }' 102 OVERHEAD b'-O" 9'-D" JI � -� t GARAGE DOOR -_ - -----`— — - NATURAL LIGHT VENTILATION 0 C NATURAL LIGHT S VENTILATION 'm AT CASEMENT 5PRINGLINE 2' (HABITABLE SPACE) •- 103� OVERHEAD 8'-0" a'-o° • _ - - (HABITABLE SPADE) v NGARAGE DOOR - - __ __ -----_-- ._ c_ - - --- --- - THIN B CASEMENT 1[ 5PRINGLINE :::1=2 -5" '-O" �� FLOOR AREA 200 5.F. FLOORAREA 155 S.F. (p 111104 OUTSWING� ANDERSEN 5'-4" a'-O" �I • AOSD54b01 f _F- 51 - --- o m 4- CASEMENT 1 =__ = - GT CASEMENT 5PRINGLINE I 5'-4 L - 7-O' BEDROOM I % REG. S.F. PROV. BEDROOM 3 % REG. S.F. PROV. 0 -� Lf) --- LL 105 �OUTSWING ANDERSEN 5-4' a-O • AOSD54b0 - - N TWIN 1 LIGHTING;MIN. b% I6.0 S.F. 72.0 S.F. LIGHTING;MIN. b% C v .. VT 5PRINGLINE 7-� of FLOOR AREA 12.4 S.F. 20.6 S.F. - -- -- CASEMENT I Q OF FLOOR AREA Q m Q l lI77106::AF OUTSFANDERSEN 5'-4" b'-O" �� - J� -• -- AOSD54a0 J TWIN " " 4% OF AREA VENTILATION;MIN. b.2 S.F. Ia.4 S.F. W E CASEMENT 5PRINGLINE —� 4'-4" 6-6 b.o S.F. 60.0 S.F. 4% OF FLOOR AREA f - - 107 OUTSWING ANDERSEN 5'-4" b'-O" - • - AOSD5480 CASEMENT 5PRINGLINE NATURAL LIGHT VENTILATION NATURAL LIGHT 4 VENTILATION 105 SY41NO JELD-WEN 2'-b" a'-O" • I - (HABITABLE SPACE) - - - �[ - FT TWIN 5PRINGLINE 5'-4" b'-6" (HABITABLE SPACE) CASEMENT -- L _ - ] Q FLOOR AREA 205 S.F. FLOOR AREA A l IOa SY41NG JELD-WEN 2'-6" b'-O" • fir GT CASEMENT 5PRINGLINE J 2'-O" 5'-O" DEN % RED. S.F. PROV. BEDROOM 4 % RED. S.F. PROV. r , • 110 POCKET JELD-WEN -E.2.-O" b'-D" T . 1 -_- --- -- - v ����JL1 1 -- -— -� -' " " LIGHTING;MIN. 8% ^ ^ H DOUBLE HUNG TW3046 3-2 4-b 3-I 5g 4-b Q LIGHTING;MIN. b% I(IY 11 III SV41NG JELD-WEN 2'-6" 8'-O" F-A A= OF FLOOR AREA 4 S.F. 97.0 S.F. 13.4 S.F. 30.7 S.F.u1LL OF FLOOR AREA n 1 TWIN VENTILATION;MIN. b.2 S.F. 50.0 S.F. J 5PRINGLINE 5'-4" 3'-6" VENTILATION;MIN. GA5EMENT 4% OF FLOOR AREA 4% OF FLOOR AREA 6.7 S.F. 27.6 5.F. 112 - SY41NG - JELD-WEN --- - KT CASEMENT 5PRINGLINE 2'-O" 4'-O" [� NATURAL LIGHTS VENTILATION • 113 POCKET JELD-WEN 2'-O" b'-O" TWIN (HABITABLE SPACE) JE L CASEMENT 5PRIN6LINE 5'-4" 5'-4" Q 114 SY41NG JELD-WEN 2'-b" 8'-O" • J TWIN FLOOR AREA 200 S.F. --.-- _._ __-- --� LT CASEMENT 5PRINGLINE 5'-4" 5'-4" [� Q U IF �lI III M. BEDROOM % RED. S.F. PROV. IIS :7_5� 41NG JELD-WEN 2'-O" 8'-O" • CASEMENT�:] 5PRINGLINE 2'-a" 5'-4" Q LIGHTING;MIN. b% _ LLLJJJL ____ �� f- II6 ��ING - - JELD-WEN 2'-6" b'-D" I • I� TWIN 16.0 S.F. 37b S.F. L OF FLOOR AREA N 5PRINGLINE 4'-4" 4'-6" b.0 S.F. Ib.O S.F. CASEMENT VENTILATION;MIN. 117 DOUBLE SWING JELD-WEN 5'-O" a'-O" • STATIONARY l �7 l ___-- _ P --_ --AWNING AY42281 - -� 5'-3 =:2-4 2'-4 " 15'_2 " �'_4 4NATURAL LIGHT S VENTILATIONI18 S�yING JELD-WEN 2'-O" b'-O" G STATIONARY AW2251 4'-9" 4'-b 2'-4 8" (HABITABLE SPACE) ----- -- _ - - IIQ I SWING - -- THERMATRU - -2'-b"-- ]E—] b-O FLOORAREA 140 S.F. l MASTER WALK-IN % REG S.F. PROV. 120__1[__DOUBLE SWING THERMATRU 5'-O" b'-O" • l CLOSET 11ll LIGHTING;MIN. b% 121 JELD-WEN 2'-b" a'-O" OF FLOOR AREA �� ���111����JJJ 11.2 S.F. 2"1.0 S.F. SECOND FLOOR VENTILATION;MIN. 5.6 S.F. 23.0 S.F. 4% OF FLOOR AREA 201 OUT51,4ING ANDERSEN b'-o" 11 7'-O" ��� • I� AHIAD60611 201-A SIDE-LIGHT J� ANDERSEN 2'-O" IIII t Jf�J J L---202 ---- -I�------- - SWING JELD-WEN � 2'-0" I 7'-0"��• �I-- - �I- - 203 POCKET JELD-WEN 2'-0 1 � 7'-O" - • �� --�I- - JI 204 SWING JELD-WEN 2'-6" 71-0" • I �f �I --- .__ 205 SWING JELD-WEN 2'-b" '1'-O" 206 POCKET JELD-WEN 2'-b" 7'-O" • II ----- --- II ---- 207 POCKET JELD-WEN 2'-a" 7'-0" • II 20a SY,IING JELD-WEN 2'-b" 71-01, ��JJJLLL I�� SWING JELD-WEN 2'-O" 7'-O" I IL [___---I L 20Q II l _J_. ____=1 -1 E__1 210 5HING JELD-WEN 2'-O" 7'-O" • H 211 DOUBLE 5WIN6 JELD-WEN 4'-0" T-O" � J�L W AF 2 212 S6NING JELD-WEN 2'-b" 7'-0" OILA _ - -� c) 213 56^11NG JELD-WEN 2'-0" 7'-0" I •��-�I �� 214 Sb^11NG JELD-WEN 2'-0" 7'-O" I • � I� 2I5 _---� SWING ----------- JELD-WEN 2-6" AF 7'-O" Lo] PROJECT: 216 5WIN5 J �1 I L=1L=__1L JELD-WEN 2'-0.. 7'-O" • 217 5WING I JELD-WEN 2'-O" T-O" F 711, --- I ------ J - BLETSAS BASEMENT ---- - -------- ---- - -- ---------- ----- 001 SWING THERMATRU 2'-6" 7'-O" I • I � • � �I RESIDENCE 002 SWING JELD-WEN j 3'-0" 7'-O" • [� 905 WILLOW DRIVE EAST MARION, N.Y. 11939 DRAWING TITLE: PLAN SCHEDULES PAGE: A-104000 DATE: 04/03/23 8 OF 19 D AP;c 0 0 7.4 O IN�� 0 W -j O 0 r, - I - Q �, N - -- 0 0 Ofrn Z O nrpi a� U1fl 2 = � C� - fl PROPERTY LINE p Lo O q, LL F EXIST. AVERAGE GRADE 1 L T_ Z ELEV. +54.5' O _ -- O a. .v N NORTH-EAST ELE\/ATION (FRONT) w� � o � I c � c0 SCALE: I" = IS'-O" O O m -t - JZ_ O In -w N -'-' A Q O 0- � O s a �.J rnniT W _ to nn ll B 0 W OTLH I LilI AT AT OLl • P - - -- -- U 101 a o � A A A A A A E E E E O O O O I0 r - --' -- -- GTFL-11 GT O O - - O O 103 102 0 -- — — N j II �� �JIIr I I NORTH-EAST ELE\IATION (FRONT) SCALE: 1/4" �. Io �' 11m I I w o _ g � U pO PROPERTY LINE - k - NORTH-NEST ELEVATION (RI OHT S E) Q 0 SCALE: 1" = 15'-0" PROJECT: ELEVATION NOTES _ OI 1 YSEE NOTE AT BUIL INO SECTION FOR MINIMUM \ BLETSAS CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION O RESIDENCE BEFORE INSTALLATION O IA ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) (MIN. 50 YR. WARRANTYiI 905 WILLOW DRIVE INTERFACES. t- O PROVIDE CONGEALED FLASHING AT ALL ROOF EAST MARION N. I. 11939 ROOF CRICKET (TYP.): — — — — O3 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD DRAWING TITLE: LAPPED 15" IN ALL DIRECTIONS 8 FULLY FLASH. TYPICAL SIDING: PROPOSED EXTERIOR ELEVATIONS O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 13 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION 4 STUCCO; H.O. TO PROVIDE COLOR SELECTION a PAGE: NEW 6" SEAMLESS OUTTER5 8 DOWN5POUT5; WHITE 8 6 5 �- O ALUMINUM TYP. O _ d� O NEW ELECTRIC METER; INSTALL PER A-2 ® ■ ®® O � O O O 6 UTILITY CO. STANDARDS O E FT F E NEW UNDER-FLOOR AREA VENTS; SEE q O DATE: 04 03 23 FOUNDATION PLAN FOR SIZING REQUIREMENTS — — 9 OF 19 NEW A/C CONDENSER ON GONG. PAD OR OTHER O8 APPROVED GROUND SURFACE (SEE FLOOR iv PLAN NOTES) III I Oq NEW CLOSED P. GONG. STAIR � � D c', .5 Ip CHIMNEY FINISH TO BE STUCCO; MATCH COLOR W � � II II I V � I II II _ PROPANE FEULED GENERATOR; FILED UNDER I I I LO II �I I I �! O i�r1 +K SEPARATE APPLICATION �"J I �� � _.• `y {�' RAILING NOTE: 0374 O 12 I. 42" HIGH GUARDRAIL 8 SPINDLE SPACING NOT TO OF N ALLOW PASSAGE OF A 4" (p SPHERE;5b" HIGH NORTH-NEST ELEYATI ON (RI O HT SIDE) HANDRAIL b SPINDLE 5PACIN& NOT TO ALLOW PASSAGE OF A 4" (P SPHERE. 2. GRIPPABLE RAIL AS PER CODE. SCALE: I/4" = I'-O" 3. RAILING TO BE METAL. Q ci J p l0 1'7 w C*, Y Q +� `U -) NN I � � Q -� fr 0 I Z N m � O w >1 o I c � co O Om -+-� � IA .� O ++ In ++ N O ++ c p nnQ1 � D. :2O i 13 _ I 201 \ 201-A 201-A Q - e — � i U O r O LTLL O I nncn J W r O I 2 I O I Ll I I I I I I I I I I I I I I 1 ' 11LT� I I Ll I I I I I I I 1-1�--Jll 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 1 1111111 IIN N O O O O - --- L O 104 105 106 IOl 119 _ - __ SOUTH-NEST ELEVATION (REAR) SCALE: 1/4" z w ELEVATION NOTES 0 U OTYPICAL ROOFING: I. SEE NOTE AT BUILDIN0 SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR S MATERIAL SELECTION BEFORE INSTALLATION UJ F— ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) Q IA (MIN. 30 YR. WARRANTY) 0 2 PROVIDE CONGEALED FLASHING AT ALL ROOF - PROJECT: O INTERFACES. ROOF CRICKET (TYP.):_ O B LETSAS 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD LAPPED IS" IN ALL DIRECTIONS b FULLY FLASH. 11111 Hill I I IRESIDENCE TYPICAL SIDING: OI. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS Ff -- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL_ SELECTION - - --- -- BEFORE INSTALLATION 905 WILLOW DRIVE 4O STUCCO; H.O. TO PROVIDE COLOR SELECTION EAST MARION, N.Y. 11939 � 13 ONEW b" SEAMLESS GUTTERS 8 DONNSPOUTS; WHITE 4 DRAWING TITLE: ALUMINUM (TYP) - PROPOSED EXTERIOR ELEVATIONS ONEW ELECTRIC METER; INSTALL PER KT KT UTILITY CO. STANDARDS - --- t- ONEW UNDER-FLOOR AREA VENTS; SEE FOUNDATION PLAN FOR SIZING REQUIREMENTS NEW A/C CONDENSER ON GONG. PAD OR OTHER 0 APPROVED GROUND SURFACE (SEE FLOOR - PAGE: PLAN NOTES) 0 NEW CLOSED P. GONG.. STAIR 11 10 CHIMNEY FINISH TO BE: STUCCO; MATCH COLOR O i DATE: 04/03/23 10 OF 19 OPROPANE FEULED GENERATOR; FILED UNDER - II SEPARATE APPLICATION RAILING NOTE: 12 I. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO Q 4" � SPHERE•36" HIGH �• ALLOW PASSAGE OF A HANDRAIL d SPINDLE SPACING NOT TO ALLOW �FtED Al? PASSAGE OF A 4" 0 SPHERE. _ C 2. GRIPPABLE RAIL AS PER CODE. ��j1. 3. RAILING TO BE METAL. TRIM NOTES: __ q O --- j 13 I. PROVIDE 4" STUCCO TRIM AROUND DOOR AND WINDOWS, COLOR TO MATCH STUCCO FACADE. tV - SOUTH-EAST ELEVATION (LEFT SCE) 0374 5 A FOF NE� SCALE: 1/4" = P-O" ,I PROPOSED RIDGE HEIGHT BUILDING 5EGTI01q NOTE5 ELEV. +bbY \ Q NEW ROOFING NOTE (TYP.): O I I. INSTALL NEW ROOFING AS PER ELEVATION NOTES 12 � w 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO w 24" FROM INSIDE FACE OF STUD ALL AND AT VALLEYS \� W OVER - 5.INSTALL 15 # BUILDING FELT N.O.N) OVER \ I Q 4.1/2" COX PLYWOOD • 5HEATHINO (BLOCK ALL 5EAM5) w N 5. GAP SHINGLE OVER RIDGE d HIP5 (A5 REOV) r -c: b.PROVIDE RIDGE VENT (AS REOV) �\_ C -7. FLASH ALL VALLE YS � � (o a.INSTALL DRIP EDGE AS REQ'D .INSTALL ALL AS PER MANU. 5PEG 2.'5 ATTIC \ O a 9 � � 0 \ � a) I O TYPICAL ROOF 4 CEILING CONSTRUCTION: Z 0 • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (13LOCKINO a ALL PLYWD BEDROOM 4 \ J •0 N w Y SEAMS) 3 O U • R.R.,G.J., d G.T. AS NOTED ON PLANS (a SPANS OVER 8' INSTALL "X" BRIDGING a CENTER OF SPAN,U.O.N.) O Om +, '- • PROVIDE R-49 BATT INSULATION WHEREVER ALLOWED 4 O Lo PER ATTIC, SPACE; IN ALL OTHER AREAS, PROVIDE 'i" O THK. SPRAY FOAM INSULATION (R-44 a R-WINCH) - • PROVIDE 2" THK. SPRAY FOAM INSULATION a EAVES O Q 0 v �� Oz � Q. :20 I2 NEW EXTERIOR HALL CONSTRUCTION (TYP.): I 5 PROPOSED RIDGE HEIGHT cn n l • "TYVEK" HOUSE NRAP (VENTED) (OR EQUAL) UPON = \- O 0 0 \�� �\ ELEV. +51.4' ------ \ • 1/2" COX PLYND. SHEATHING (BLOCKING a ALL PLYWD O SEAMS) UPON • 2"xb" 5TUD5 a 16" O.G. w/DBL. TOP PLATE m 12 J \ FOYER \\ 12 • MIN. R-2I BATT INSULATION 3 r " + 5 8 GYPSUM BD. WALL FINIS PROPOSED SECOND FLOOR � "T— ° NEW SIDING NOTE (TYP.): ELEV. +4-I.Q O I. INSTALL NEW SIDING AS NOTED ON ELEVATIONS \ r , 12 \� �/ 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL A5 PER MANU. SIOEG.'s GREAT ROOM m / \ W 4.PROVIDE ALL NECESSARY TRIM FOR PROPER / \ INSTALLATION 3 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL A-402 DEN r 4 A-402 • TYPICAL FLOOR CONSTRUCTION: m O I. FINISH FLOORING TO SELECT 2. 5/4" T46, COX PLYND. SUBFLOOR GLUED d SCREWED 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 5' INSTALL - 'X' BRACE a MIOSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST IT _ v FLOOR AND FOUNDATION) s O T O 5. 2" THK. SPRAY FOAM AT BLVO. PERIMETER RIM JOISTS _ 0 0 F [[] SOUND BARRIER WITHIN INTERIOR HALLS: OI Iu Q ° — FILL INTERIOR WALL5 WITH INSULATION TO PROVIDE A (n SOUND15E OF NOTMLESSO50 ASCLASS MEA5UR.ED NAAGGORDANGE 4VLE�7.PROPOSED +36 4'FIRST FINISHED FLOOR \` --- \nl l/ WITH A5TM E 40. _ fit/ JA - //\//\//\//\//\//\//\//\//\ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ AVERAGE GRADE \/\/\/\/\/\/\/\/\ BASEMENT BASEMENT ELEV. +34.3' --- \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ FINISHED GARAGE SLAB O z \ \/ A-4o2 /\\j\\j\\j\\j\ j\%\j ELEV. +33.'I' m \�\\�\\ \\ \\ \\ \\ \ \ O z /// BASEMENT FINISHED FLOOR —_—_—_—_—_—_—_—_—_—_ ELEV. +26.2' ------ .. . 2 '• SECT 10N I -I/A-501 A 2 SEGTION 2-2/A-501 SCALE: 1/4" = 1'-0 " SCALE: 1/4" = 1'-011 -------------------------------------- PROPOSED RIDGE HEIGHT ELEV. Lu z 12 Lu 7 \� U L&I I I I I I I I I I ATTIC H H. CL. M. BATHROOM PROJECT: B LETSAS PROPOSED RIDGE HE1014T O ELEV. +51.3' ----------------------------- --�� s RESIDENCE \ o waa i \�\ 12 15 Cf 905 WILLOW DRIVE —-—-—-—- PROPOSED SECOND FLOOR EAST MARION, N.Y. 11939 \ \ I -- - - --- ---------- ELEV. -1' GARAGE G. PORCH 14UDROOM DRAWING TITLE: BUILDING SECTIONS 0 o o PAGE: LLL— PROPOSED FIRST FINISHED FLOOR A-30J. 00 , — ELEV. +5b.4' - -- DATE: 04/03/23 11 OF 19 FINISHED GARAGE SLAB BASEMENT AVERAGE GRADE ELEV. +33.7' — --------------- + 4 ' . a• SDAR p SEG710N 5-5/A-501 SCALE- 1/4" = 1'-0" { ' -------------------_—_--BASEMENT FINISHED FLOOR 9TF �� ------ ELEV. +2b.2' nF WE SECTION 4-4/A-501 ' SCALE: 1/4" = 1'-0" Oz_ BUILDING SECTION NOTES Q 0 ONEW ROOFING NOTE (TYP.):_ ui I. INSTALL NEW ROOFING AS PER ELEVATION NOTES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO w _— _—_—,_—_ _ PROPOSED RIDGE HEIGHT J Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS —' '—'—'---'—'---'—'—'—'—'—'—'---' y ELEV. +63.8' � OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHINO (BLOCK ALL SEAMS) 12 ¢ Lo 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) 0) 6.PROVIDE RIDGE VENT (AS REGV) J I 7 T_ -1. FLASH ALL VALLEYS In O 8.I N5TALL DRIP ED AS REO V 9. INSTALL ALL AS PER MANU. SPEG.'s O w GE: 0 OTYPICAL ROOF 4 CEILING CONSTRUCTION: ATTIC • NE ROOFING AS NOTED z • 1/2" GDX PLYWD SHEATHIN& (BLOCKING ® ALL PLYWD f .Q W N SEAMS) > 0 U • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) BATHROOM 2 BATH. 3 co �..r • PROVIDE R-414 BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE -7" Oci THK. SPRAY FOAM INSULATION (R-4q ® R-WINCH) • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q NEW EXTERIOR WALL CONSTRUCTION (TYP.): - O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON O s • 1/2" GDX PLYWD. 5HEATHIN0 (BLOCKING ® ALL PLYWD SEAMS) UPON \ o Ron o • 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE • MIN. R-21 BAIT INSULATION - • 5/6" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYP.): 6 ( 1 O4 I. INSTALL NEW 5101NO AS NOTED ON ELEVATIONS _1___ _ _ _ -------------- PROPOSED 5_EGOND FLOOR V 2."TYVEK" HOUSE WRAP (OR E:OUAL) ELEV. +4-I.9' 3.INSTALL ALL AS PER MANU. SPEG.'s �. I _ _ _ _ � i I m I 4.PROVIDE ALL NECESSARY 'TRIM FOR PROPER INSTALLATION - 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL DEN GL. BEDROOM I OTYPICAL FLOOR CONSTRUCTION: 5 I. FINISH FLOORING TO SELECT 2. 3/4" TdG GDX PLYWD. SUBf'LOOR GLUED 8 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER & INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST _ v O FLOOR AND FOUNDATION) -_as , 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS p a _ 0 � I SOUND BARRIER WITHIN INTERIOR WALLS: FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE V J NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE n WITH A5TM E 90. PROPOSED FIRST FIN15HED FLOOR lJ— } ,�_------ ELEV. +36.4 BASEMENT AVERAGE GRADE ELEV. +54.5' 2 A-402 O iF _—_—_—_—_—_—_—_-----------_ BASEMENT FINISHED FLOOR ------ ELEV. +26.2' 2 SECTION 5-5/A-302 SCALE: 1/4" = 1'-0" -- - PROPOSED RIDGE HEIGHT V. +64.0' w \ _—___—_—_—_— _—_—_—_—_—_—_—_—_—_— PROPOSED RIDGE HEIGHT -- -------- --------------- ELEV. +61.9' — 7 � � aj ATTIC ? Q 2 0 BEDROOM 4 W.I. CLOSET M. BALCONY � PROJECT: 3 BLETSAS 4Hill IIIIIII RESIDENCE i a i 0 905 WILLOW DRIVE 12 ILI] a EAST MARION, N.Y. 11939 s PROPOSED SECOND FLOOR r `\ ��` - -�- - - --------------- ELEV. +47.a' � DRAWING TITLE: -- -- r _ --— — BUILDING SECTIONS KITCHEN i ao 0 a o o I o PAGE: i ---__ 3 ■ ® 0 o e e e e I PROPOSED FIRST FINISHED FLOOR .�$_ ----_ ----- _ - �,�------- ELEV. +56.4' DATE: 04/03/23 12 OF 19 BASEMENT 5 %\\j\\j\\j\\\j\\j•. AVERAGE GRADE /\\ ---------------- \/\\/\\/\\/\\/\\ /\\/ 'ED Af C SECT 10N 6-6/A-502 _- -_ 'Qr 0374 �0 SCALE: 1/4" = P-0" — — �OF N�� -------------------------------------------- BASEMENT FINISHED FLOO RA ------ ELEV. +26.2' 9 Q w J p HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE Cy) SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; / e-- O PLANS AND NOT PROJECTING MORE THAN 4112" INTO PITCHED METAL STAIR-NAY;SEE HANDRAIL GRIP SIZES ADJACENT Q L T- R JOIST HANGER BY -N O) >- SIMP5ON' OR EQUAL L V_ \_ FIRST/SECOND FINISHED FLOOR 0 .� Z p �N >1 o I O O M Ir- Lo IY2" MIN. SPACE BETWEEN \ � N O _ O � I WALL AND HANDRAIL \ \ 5/4" PINE RISER Q :2 0\ n , W 3/a" PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL � SCALE: NTS 8„ THICK REINFORCED CONCRETE ITRAFFIC BEARINO SLAB —0 lo„ OR055 SECTION \ MIN. HANDRAIL CIRCULAR NON-GIRGULAR GRASS SHOULDER AREA (TYP.) 24 DIAMETER CAST IRON I" ROUNDED NOSING QQ CLEARANCE w/Y4" RADIUS V (NOT INCLUDED IN T OR DEFINED SURFACE GO�/ER INLET GRATE FRAME N TREAD DIMENSION) 4"-6Y4" W IY2" / IY4 _2 / PERI- / 2Y4" / -I—� MIN. / METER / MAX. - lu / / - - �� / / �I III ❑ I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m / — Z (5) 2"x12" 5TRINSERS ® w/ R-21 r ) INSULATION, IF UNDERSIDE IS FACING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I— v STORAGE/NON-HABITAL SPACE AIL III 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I II IL ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ )'�° GYP. BD. I I I ( I I- STORAOE UNDER (WHE'N APPL I CALBE) N P G REGAST GON . TREATED 2"xI2 SILL FOR CONTACT GROUND _ LEACHING RING. SEE w/GONG. (IF APPLICABLE) \ WATER CALCULATIONS ON BASEMENT/FIRST FLOOR SITE PLAN FOR REO'D -_ --- - EFFEGTI�/E DEPTH 2'—O" DIAMETER AS 2'-O" MIN. PER SITE PLAN MIN. GLEAN SAND 4 GRA\/EL FILL - INTERIOR HOOD STAIR DETAIL N,/ - _ - 2 DR I V�1�LL DETAIL A-4ol.00 SCALE: 5/4' - I O A-40I.00 SCALE: I/2" = I'-O" z w NOTE: V I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MASON TO ADJUST HGHT OF LANDING AS REOV TO ACCOUNT FOR FINISH MASONRY 2. ALL HORZ. SURFACES SHALL BE PITCHED yj ® 1:4b AWAY FROM BUILDING MA50N TO ADJUST HGHT OF Q NOTE: 5. FOR SLABS ABUTTING ACCOUNTT FOR F FI FRAMING, INSTALL LANDING RE TO p NISH COPPER FLASHING FROM 12" ABOVE AND MASONRY - BLUESTONE (OR I. IF FINISH MASONRY USED (SUCH AS ADJACENT TO SLAB, BED ALL FLA5HIN6 EQUAL) FINISH MASONRY PROJECT: BLUESTONE) - MASON TO ADJUST IN ASPHALTIC,MASTIC HGHT OF LANDING AS REO'D TO 4" P.LONG. SLAB 4"P.GONG. SLAB „ ACCOUNT FOR FIN15H MASONRY w/bxb 10/10 WWM w/bxb 10/10 WWM I" UPON COMPACTED P. GONG. 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED SUSPENDED SLAB m 1:48 AWAY FROM BUILDING STAIR WIDTH = 3'-b" - (TYP.) FILL MASONRY BLETSAS GRADE 5. FOR SLABS ABUTTINS FRAMING,INSTALL REBAR BENT TO ° a PROPOSED NEW AREA- 51 S.F. °. - ANCHORS (TYPJ RESIDENCE � 51 Sci. Ft. X O.I"!= 8."7 REBAR BENT TO ,• _ ----�--_ COPPER,FLASHINS FROM 12" ABOVE AND ! ----� 5.'1/3.1= 2.5 VERT. FT. OF 2' DIA RING REO - SLAB AS SHOWN �--�==---�==� SLAB AS SHOWN =---•---- ADJACENT TO SLAB, BED ALL FLASHING \� PROVIDE (U 2' DIA. X 3'-0" DEEP STORM \ / IN ASPHALTIC MASTIC ° \ \ \ Z \ \ \ Z //\//\// WATER LEACHINS SYSTEM °� ° / /\// 117 `13lY / Z c- -�-�' 905 WILLOW DRIVE / ti / / / / / ''� • p. ;� ; ° EAST MARION N.Y. 11939 (1) #4 REBAR ® EA. �. ° / ti / / / / / c n ._ STEP;3" GVR ® ENDS cL�% • \\/\\' \\/\\/\\/\\/\\/ STEP;3" GVR ® ENDS L i,` • \\/\\ \\/\\/\\/\\/\\/ {I P /\/\ P /\/\/\/\/\/\/\/ #SREBAR \//\//\//\//\//\//\//\// �� \\/\\/\\/\\/\\/\\/\\/\\/ ® b" O.G. II (2) # 5 REBAR \\ \\ \ \ \ \ \// /j`/////\//j//j//j//j//j//j/// I° j1 CONTINUOUS TOP DRAWING TITLE: /° \ \ \ \ \ \ \ \ (2) #5 BENT REBAR ® 6" I 11 d BOT. (4 TOTAL) 10" ���/ / \//\/ \//\//\// 101. // O.G. TO EACH GONG. COL. DESIGN DETAILS MIN. i, \/\\/\\/ COMPACTED /\\/\\/\\/ LANDING _ MIN. /�, \/��/\\/ COMPACTED /\\/\\/\\/ z 1I #3 STIRRUPS - ° • i // //\//\// // FILL //\//\//\// X ° ° i // //\�/\// // FILL //\//\//\// °• '� \ �\�/�/�/ /\/\/\/ \ ® 8" O.G. REBAR® 10"/\\/\\/ \/\\/\\/\\/ m Q i�" / \ #4 REBAR ® 10"/\\/\\/ /\\/\\/\\/ z O 12"xl2" ENGAGED P. GONG. / r / / / / / / / 4"P.GONG.SLAB w/ 2"x4" r `,ii // //\//\//\//\//\// // u SUSPENDED BEAM - POURED 2"x4" KEYWAY a \ \ \O.G. (MIN. 3) \/\/\/\/\/\/ / • �ii \\ \\ \\O.G. (MIN. 3) \ \ \ \ \ \ IL MONLITHIGALLY w/SLAB ,iii b"xb"-10/l0 W.W.M. KEYWAY ' °,isvi ° \/ \\ \\/\\ UPON COMPACTED FILL •. i i / \//\//\//\�/\ \ \//\//\ \ \ \//\ °✓j i�°°/ .,,/\\ \\//\\ \\ \\ \\//\\//\\//\\ \// 4 TO DRAIN XIST MAIN CLINE ° °/ �' �\/\\ \\//\\ \ \ \ \ \ \ \ \//\\ \ \// m O °° °° 11 h' GONG. PIER PAGE: /\/ /\ \/\/\ / / / GRADE #4 REA A 0 :jM00 BAR CONT. ° /\\j Lei\\ \\ \\ \\ \\ \\ \cL�;\\ \\ \\ \\ \ \ \ \\ \\ o ti // / // // // // // NOTE: //\//\// ° //////p ti,// // // // //\//\// NOTE: // // // fLl %I' ® 10" O.G. (MIN. 3) \//\//� /\/\/\/\/\/\ ALL P. GONG. \/\/\/ \ \ \ /\/\/\/\/\/\ ALL P. GONG. \ '--� - ----- a ------ I \ \ \ \ \ \ \ \ \ \ \ \\/ \j\\j\\j\\j\\j\\j SHALL BE SHALL BE N #4 REBAR CONT. 1,° //\// v�\//\//\//\//\//\//\/ 4A00 PSI (MIND \//\//\// #4 REBAR GONT. ® 10" O.G. (MIN. 3) II•° \/\ �� \ \\//\ \ \\ \\ \\/ 4,000 P51 (MIND \//\\//\\// (4) #5 REBAR NOTE: \\/\\/\\/\\/\\/\\/ / / /\\/\\/ '�° \ \// //\//\//\//\//\�/\//\// \ \// ALL P. CONC. SHALL #5 BENT REBAR ® 12" O.G. \/ /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// (1) #4 REBAR GONT. / \/ \ \ \ \ \ \ II 11 BE 4,000 PSI (MINA Z (U #4 REBAR GONT. I I . //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// # / /\//\//\//\//\//\//\// Z (2) #5 BENT '� II° \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 5 BENT REBAR ® 12' O.G. /\\/\\/\\/\\/\\/\\/\\/ REBAR ® EA. PIER I�e h \/\/\/\/\/\/\/\/ II" \/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/ II II DATE: 04/03/23 13 OF 19 Q 8 THK. P. C;ONG. WALL // // // // // // // // b" THK. P. GONG. WALL 1 \/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I\ \\ \\ \\ \\ O lILr \/ \/\/\/\/\/\/\/\/ i Ib" WIDE x 1N DEEP II 15" WIDE x 12" DEEP / // // // // // // // // // // // // // // // \// P. GONG. FTC. lI \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (I) #4 REBAR GONT. \ \ \ \ \ \ \ \ \ \ P. GONG. FTC. �\�\\d(�/\\/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/ / / / / / / / / / (2) #5 HOR. REBAR \ \�\ \ \/\/\/\/\/\/\/\/\/ \\ \\ \\ \\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/ (3) #5 HOR. REBAR\ \ \\ \/ \ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ IS" WIDE x 12" DEEP // / / / / / /\/\/\/\/\/\/\/\/\/\/\/\/ ° .... P. GONG. FTC. / /\// \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// •° E©A • 5 "4 (2) #5 HOR. REBAR ;5 164 „ „4 o �` EXTERIOR MASONRY STAIR DETAIL EXTERIOR MASONR`I' STAIR DETAIL * A-401.00 SCALE: 3/4" = I'-O" EXTERIOR SUSPENDED GONG. DEG< DETAIL A-401.00 SCALE: 3/4" = I'-O" JA-401.00 SCALE: 3/4" = I'-0" N:9 0.7�4 0�" T y OF N� PROVIDE BEAM SPLICE CENTERED ABOVE COL. Q WHEN NOTED ON PLANS W (4) 3/8" H.D.G. LAG BOLTS (PREDRILLED) WJ 0 PROVIDE 3Lo " (MIN..) GONG. COVER — — I � - _ OF ALL REBAR I,1ITHIN P. GONG. O I I O FOUND. WALLS 3 P. GONG. FTC's. PROVIDE STRAPPING d NAILING 10 A5 PER CONNECTION 'D' IN \ 1 C0 1- Lo"TYPICAL NAIL ING/5TRAPPING - - PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, 3/8" THK. PL. • O BETWEEN CAVITIES SHEAR, 3 LATERAL RESISTANCE" �� 3/8" THK. H.D. r' /4 O � c�oz � PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. GALV. PL. � •v Y N (WHEN APPLICABLE) I�4 X FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES CAP PLATE 'A' c U NOTED ON PLAN � (� UPON SILL SEAL UPON COPPER O � m ♦,, a-- TERMITE SHIELD FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE N - J� NEW 5/8"0 HOOKED ANCHOR LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER c O 0 .. BOLTS ® 39" O.G. w/5" SQUARE „Q a- O WASHER 3 ENDNUT - z r ° PROVIDE BEAM SPLICE 8 n I • CENTERED ABOVE COL. v II �; (4) 3/8" H.D.G. LAG I WHEN NOTED ON PLANS TYP. ROOFING (SEE II BOLTS (PREDRILLED) TYP. ROOFING (SEE SECTION NOTES) SECTION NOTES) TYP. ROOF CONSTRUCTION TYP. ROOF CONSTRUCTION "II GRADE - (SEE SECTION NOTES) (SEE SECTION NOTES) n ` (Y1 SIMF'SON' H2.5A Pg PAR PLAN SIMPSON' H2.SA PAR? ' W I I I RAFTER TIE (L� RAFTER TIE ELR P` ---I- . G.J. AS PER PLAN • I (WHEN APPLICABLE) #4 HOOKED VERT. ,• lip 1. THK. PL. II. . � /4 3/8 THK. H.D. NEW "SIMPSON" REBAR ® 48" O.G. . d i I' 'I GALV. PL. LU526 GALVANIZED 4 G.J. AS PER PLAN A _ FASCIA BOARD FASCIA BOARD JOIST HANGER al -� GAP PLATE 'B' _ ASPHALTIC DAMP jI —� BEAM AS PER PLAN BEAM AS PER PLAN PROOFING TO EXTERIOR II —Q FOR CONNECTION OF STL. COL. TO (5) I-3/4" WIDE " p LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE n l DIMENSIONAL LUMBER OR 5.25" WIDE PSL "SIMPSON" PG64 "SIMPSON" P064 VJ (FOR 5 : BM) (FOR 5 PLY BM) II � N GALVANI ED JOIST II "SIMPSON" BG52-2/4 HANGER "SIMPSON" BG52-2/4 Ii (FOR 2 PLY BM) (FOR 2 PLY BM) P. GONG. FOUND. WALL(MIN. 4 PROVIDE BEAM SPLICE g n A00 PSI) � -� CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS Q BOLTS (PREDRILLED) I I #4 HOR. CONT. REBAR® - TOP, MIDDLE THIRDS, 8 i—� BOTTOM OF WALL (4 TOTAL) — O �/—j \\ — I�2 11 A O P. CONC. CONT. FTC. P.T. POST A5�I - — — - � / P.T. POST AS (MIN. 4,000 PSI) < 4 a O \�_ PER PLAN PER PLAN — — - — — — — — — — (3) #5 HOR. CONT. REBAR 4" P. GONG. SLAB 3/8" THK. PL. ° I — �q 3/&" THK. H.D. a II GALV. PL. �_ cT .;r, GAP PLATE 'C' b MIL POLY d POST BASE PER MANU. MOISTUFZE RETARDER SPECIFICATIONS POST BASE PER MANU. FOR CONNECTION OF STL. COL. TO (5) 1-3/4" WIDE LVL 4" GRAVEL BASE — SPECIFICATIONS -� I LUMBER OR (3) 2 WIDE OR (4) 2 x WIDE DIMENSIONAL PROV. GLEAN 4 — LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-3/4" WIDE COMPACT FILL —I i I I I LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER - - MASONRY DECK AS PER PLANS MASONRY DECK AS PER PLANS OUNDATI ON MALL DATA I L - 8 fi�Ofi�GH UJI 2 STEEL COLUMN CAP � BASE FLATS DETAILS f FORCH FLUSH HEADER DETAIL DROPPED HEADED' DATA I L 2 A-402.0 —402.0 SCALE: 3/4" = 1'-0" A-402.0 A-402.0 0 SCALE: 3" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0-1 U Lu PROJECT: BLETSAS FINISHED FIRST RESIDENCE FLOOR 905 WILLOW DRIVE FLOOR SYSTEM AS EAST MARION, N.Y. 11939 NOTED ON PLAN NEW STL.. GAP PL. 'A', 'B', ° FINISHED DRAWING TITLE: OR 'G' (PEE; BEAM GONFIG) FLOOR WOOD BEAM � GRADE WELDED TO COL.;SEE GAP AS NOTED ON PLAN - - -- L. DETAILS a DESIGN DETAILS NEW 3-1/2" O.D. SGH 40 NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. WELDED TO COL.;SEE (A5TM AI25) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BOLTING STEEL (OR EQUAL) NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB PAGE: AT GONG. SEAMS (TYP) IL A-402mOO . m 4" GRAVEL BASE ( ° I NEW (5) #5 HOR. REBAR UPON (5) #5 DATE: 04/03/23 14 OF 19 NEW 24"x24"x12" HOR. REBAR (b TOTAL) DEEP P. CONG. PAD FTO. (MIN. 4,0001 ---- COMPACTED FILL BOTTOM OF FOOTING _ m - SOIL 5'-0" MIN. BELOW FINISHED • d GRADE;EXTEND FOOTING BENEATH BASEMENT �cRE©AR A5 REO'D Qhip 'li !' O 1 N STEEL COLUMN FOOTI NC DETAIL EC RESS NI NDON WELL. DETAIL 'T� 0374 F402.04SCALE: 3/4" = 1'-0" A-402.0 OF tNAE SCALE: I/2" = I'-O" OE NEFAL 5��IBOL <E� : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.O. STL. W WHEN APPLICABLE) W EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) I/ Q +' LO N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V O WOOD FRAME (L.O. STL. ® POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo POST FOR b" WALLS), U.O.N. +, W 0) }- NEW 2-HR FIRE RATED L. z WOOD FRAME (L.cS. STL. o .p O N WHEN APPLICABLE) o I O O m s O :p to c nQ � � � 0 W r :. �- - — - - - - rrr r � - - - - - - - - - r - - - - - - - - - - - - - - - - - - - i U - - - - - - - - - - - -r r r r - - - - - - - m r , : r r - r I ,: I I :• I � I r . •" r r r � . � II PROPOSED BURIED WATER SUPPLY LINE _ TO POOL HOUSE - I I I I 0 I I I I UP o PROPOSED BURIED ELEGTRIC LINE TO (3) 14" 2.OE MIGROLLAM DRf'61RDE�? - - - - - - - - - PDOLHOUSE I - - - -0�- - - -1-0- - - - - - - - - - - - - - - - - - - -4 - - - - - - - - - - - - DBL RIM L - -1 L - J I I II I ' I , -• I PWATER LINE FROM W I ( I I all ELL I X m -� iNQ l — — m� o � L MECHANICAL \ \ ROOM L (3) 14" 2.OE IGROLLAM DRP. GIRDER - - - - -��- - -0 - - o- (3) 14" 2.OE MIGROLLi AM�R�. GIRDER - - -I L - J L - J IL A L - _J L - J L - J \ . i \ \ 2 0 0 TGN Z VIV tu 11 \ (2) II.S HEADER O u- `A O �_ O I PROPOSED LL\ \ L a - BURIED m I ELECTRIC LINE \ \ \ \ �e- \ PROJECT: \ •. \ \ UP � (2) 11.815 LVL � \ \ \ O FLUSH HEADER B L ETSAS Clio 1 � 051 RIM - _ - - - - - - - - - - DBL_RIM - - (2) I L815 LVL FLUSH HEADER w/ / \ RESIDENCE - - -- - - __-_ I (3) 14" 2.OE MICR?LLAMRC RP. GIRDER - - _ - - _ \ �� ��\ PROVIDE ANGLED - \ •\ \ - � � � � • '• • •°• ' - � � � � � , °\ ®� ry� / SIMPSON HANGER 1 •• ' I� o 905 WILLOW DRIVE EAST MARION, N.Y. 11939 to i 1 \ _ _ _ _ _ _ _ _ _ _ � \ DRAWING TITLE: \ , ' I \ \ PROPOSED STRUCTURAL PLAN \ — J- - - - - -- - -- - - - - - - - - � \ ' \ r / I L — — — — — -- I r P PO ROSED BURIED) �-' - - -r PAGE: PROPANE LINE L - - - - - - - - - - - S-101000 PROPOSED - - -- - - SEPTIC LINE L-- — — — — — — J DATE: 04/03/23 15 OF19 E D r ,c � 1 N 0374 - PROPOSED FOUNDATION STRUCTURAL PLAN FpfiN�,�'-t SCALE: 1/4" = I'-O" _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 !!! ! WOOD FRAME (L.G. STL. Lv WHEN APPLICABLE) Li.I EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J 0 STL. WHEN APPLICABLE) Q '.�' Lo N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O !! !! ! WOOD FRAME (L.O. STL. POST FOR 4" WALLS (D_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O Lo O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED L WOOD FRAME (L.O. STL. O � z . cfl WHEN APPLICABLE) 3 O U N OO m --I, __ � O to N p nQ C:) 10- :20 W U � 4) m 4--J U � (2) II.B-I5 LVL FLUSH HEADER . T V O n l DN. cV ®ON r � �j � V / v0 v0 � x - x- �j cV ® (V / COVERED _X NO PORCH x - TRP. 2"xb" N ® TRP. "xb" POST POST — (2) 45" LVL HEADER LINE OF SECOND G.J. I ( FLOOR ABOVE ® Irbil O.G. • O O �, II 09 II �� DN. < jig: a - - I — 3: DN I - - - (4) 11.e 75 L�/L LUSH HEADER - - - - -- - - - — - - - - rn I I W/(3) #" STEE FLITCH PLATES(4) 2"xb" POST I I I(2) -1.5" LVL HEADER (4) 2"x A - - I I I I POST I I > I I I I r 6 I I I I > ITGHEN O d? O O O Q I Q DINING ROOM I I O Q Q I BATHROOM I 0 0 I I l a I I I a 1 1 ® GREAT ROOM 0 O 3 O — -1 — — — —I I— — — — —fi I — — — I — l „ � = o m ® I l l m I I I I I I U ' m � LL u � ® w STORAGE I II I II II I = LVL y�ti� p �GAUFERED Q BEDROOM I Q o CEILING � I I I I ' ' — O 2) Imo u� (5) 11.875 LVL,L FLUSH HEADER W/ (3) 11.&75 LVL FLUSH HEADER W/ (2) �" STE ikLITGH PLATES (2) 1" STEEL Itr_H PLATES 6" ui _ N DN. --- - _ _ - - - - - - -7, t,u, �r - - - - - BEARING WALLLinEF. BEARING WALL `-TRP. 2"xb' POST . 2"xb" POST TRP. 2"xb" POST OiDBL. 2"x4" POST PA OUT dWRAP =_ W/ Ix P.P.P. 5M/GO i PROJECT: /H N�pD�R (2) 4.5" LVL HEADER r 5 n ® SM/G ON. O L _ (2) 11.875 LVL FLUSH HEADER 7 iu BEA IN6 6„ 2 ,1 MUDROOM O `� �— ( 2 9.5" LVL HEADER B L ETSAS w ®� DBL. 2"xb" POST I PANTRY O ® ' T v ® GLLSET RESIDENCE 2 GAR GARAGE _ r-TRP. 2"xb" POST = J _� O I A -(2) 1lb-15 LVL FLUSH HEADER v -IL O - ( N1.875-LVL FLUSH HEAD R p s ® CL. - — — — — - > O - r ®NO r ® PWDR. RM. O Q 905 WILLOW DRIVE c TRP. 2"xb" POST u, Z - GL. PAD OUT dWRAP - ~ 0 _ � �- ,� S — — I ��, 1•,,/ Ix P.P.P. I N EAST MARION, N.Y. 11939 r v I i = O FOYER UP `� O ® I6" O.G./ DRAWING TITLE: � LINE OF SECOND ,� PROPOSED STRUCTURAL PLAN FLOOR ABOVE (5) IV' LVL FLUSH HEADER .� 01 LINE OF SECOND TRP. 2"xb" POST FLOOR ABOVE kq/(2) J" STEEL FLITCH PLATES - — �ND DEN I ` 13'-b" HIGH CEILING ® FOYER _ (2) 11.&-T5 LVL FLUSH HEADER kv TRP. 2"xb" POST TRP. 2"xb" POST OPEN TO �iAB0VE '� PAGE: ® ��Y�®��/m S-10211111, 00 N�pO COVERED �z / \ DATE: 04/03/23 16 OF 19 J PORCH O x-w Q (3) 7.5 LVL DRP. HDR� ®w WRAP WITH Ix AZE_K DN. > — FLED Ao? --- ��. M. o P if Wit' 374 �Q FROPOSED F I RST FLOOR STRUOTURAL. PLAN SCALE: 1/4" = I'-oil 0E I EF?,AL 5��BOL <E"',r' : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT F l� WOOD FRAME (L.O. 5TL. W L WHEN APPLICABLE) EXISTING TO REMAIN J 'Q W NEW WOOD FRAME (L.O. NEW FOUNDATION ALL 5TL. WHEN APPLICABLE) Q N I/ C � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y P© OST FOR 4" WALLS � � � WOOD FRAME (L.O. 5TL. CO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w,^ Y J � POST FOR b" WALLS), U.O.N. :}, O NEW 2-HR FIRE RATED %Al WOOD FRAME (L 5. 5TL. WHEN APPLICABLE) p CO �N o I C p (p O Om +� � t 0 ++ If) Q � 0. m0 Q) 4_J , — U � Q) m U � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n U / I / I BL. 2"xb" POST BALCONY DEL. 2"xb" POST 4:12 (5) 11.5-75" FLUSH LVL HEADER O��) / LVL HEADER Q _- I I I I I GL SET FLAT GEILIN6 - -- -- 1 ® -- BATHROOM 3 (� i i O O itu tu t" tu O BEDROOM 4 11 D-t I a O v 0 BATH. 4 -i O ~ ~ I v' 'N� - ' �•�° oMASTER ot1IQa I OQG � Q FLAT GEILINOq v �F1 u�vZBEDROOM DROOM WALK-IN 0 LAUD SM/GO CLOSET FLATICEILIN& ROOM CLOSET WALK-IN DBL. 2x4" POST DBL. 2x4" P05 BEARING KALE (2) 9.5" LVL FLUSH 5M/GO D 2x4" POST BEARIN KALE 2 LUSH2xl0" PNwi ROJECT: (2) 2 xl— HEADER Q J 5M/GO N ER (2) VO" FLUSH 2NI " HEAD (2) 0 WALK-IN EDR ri x D AE CLOSET HEADER� 5M O B L E T S A S QI BATHROOM 2 RESIDENCE MASTER BATHROOM � m -IT 905 WILLOW DRIVE X EAST MARION, N.Y. 119 39E H \\ x— BEDROOM 2\ Q FLAT GEI INO DRAWING TITLE: \ i I WALKIIN FLAT GEILIN6 1 GLOS T IOPEN TO UP \\ PROPOSED STRUCTURAL PLAN \ ) BELOW \\ s \ \ \ _ PAGE: \ IFLAT S-103m00 GEILING� \\ \ DATE: 04/03/23 17 OF 19 \ \ \ \ (A �ED AR 10, ° N •-r Y *; F �374 Apt PROP05ED SECOND FLOOR 57RUGTURAL PLAN OF IN SCALE: 1/4" = 1'-0" (5E N f;',AL 5��50L <E� : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT ID WOOD FRAME (L.O. STL. W WHEN APPLICABLE) li.l EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) I/ Q +' Lo N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y C-) WOOD FRAME (L.6. STL. El POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c � POST FOR 6" WALLS), U.O.N. +, O) }- OI NEW 2-HR FIRE RATED t` �_ z ' WOOD FRAME (L.(5. STL. 0 .p CO N WHEN APPLICABLE) > o o I o p m � � O , � tn N O nQ � tl � O W -F—j U � 4) m a� U � c a0 a0 AT UJ DBL. R.R. - - - - - Lry — — — — — — — — — — — — 2"x8" R.R. L- - - - - - - - - - - — � F - ® +�� L_ — — — — — — — — — — — — — — — — — — — „ „ / `ryDBL. POST TO 2"XIO" R.R. 2"XIO" R.R. II 2 x8 R.R. I L VALLEY (TYP) ® I6" O.G. ® Ib" O.G. ® 16' D.G. I ����� 2"XIO" R.R. �7:12 -7:12 l ® I61, O.G. - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T:12 I 1 2"XIO" R.R. - v ® 16" O.G. lu t I 7`12 Q/ O ry �l-�L ��r 6 i cv I I O� O- r — — — — DBL. POST TO—) N ® x RIDGE (TYP.) N DBL. POST TO RIDGE (TYP) 2"AO" R.R. I �! (2) 2"xl2" RIDGE ,:12 I I (n W �J DBL. POST TO >S RIDGE (TYP) <t X ( I (2) 2"xl2" RIDGE (2) 2"AZ' RIDGE r , �O 6 010 I 'S' I I I 2"XIO" R.R. �i I tii DBL. POST TO I 616110.0. RI <�S I I Q RIDGE (TYP.) I?" I 1:12 (2) 2"xl2" RIDGE 1:12 \? c PROJECT: B L ETSAS RESIDENCE l�\ I 905 WILLOW DRIVE ��. EAST MARION, N.Y. 11939 � X I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 OU — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + ry" �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ®�� �� DRAWING TITLE: `ry �"L\a„ RR. PROPOSED STRUCTURAL PLAN --- - - ------- 2'x8"._R.R. 2'x5"R.R._ ® Ib" O.G. �4- (2� X\O G' U. v (V 9S° V 41 A• dJ N O 0U 1 PAGE: -"4 s 0 AmO ,il crl ■ 0 0 4 ry ry DATE: 04/03/23 18 OF 19 ft- �.� 1I. ti% 4 a ;FROFOSEC) ROOF FRAMINO PLAN 5GALE: 1/4" = 1'-0" Y !� �0F NF` � Q 0 W J p N o 0 O'^ 4" FRESH AIR VENT � O U JI THROUGH ROOF I I Q I L r- 3"I 0 c `— z >, o I O om +=+ co --- - --� ---------�- T---- 2" BATHROOM 2 •- 2 - -----_ -- r----- 7- T -_ t O • ++ Ln I I I C . 0 .. r------- T-------- --7--------i- --- -� N I I I I LAUNDRY I BATHROOM 4 1 1 1 BATHROOM 5 1 I , I M. BATHROOM W GTLEiZ i ROOM I I I j j I I j W O O I I I I I I I I I I I v/ p I 1 2"1 i 1 1 2111 „1 1 2"I I I 1 2..1 I I 1 2 21 I 121 1 2 1 2 � I I I I I I I O 1 2 1 12� I I j 1 2" I I 2" I I I 2" I I PROVIDE AND NG PO M" (OR EQUAL) I I I I 1 1 AT ALL PENETRATIONS IN FIRE w I I , I I RATED WALL5 AND 1 W•�, yy�• I W.G. I W�• I 1 W FLOOR5/CEILING5. PRODUCT _ SHOWER 1 2 ISHOWER I- � j 15HOWER 14, I 1 ISHOWER I-j" I CONFORMS TO A5TM E &14, I TUB 1 1 yyA R I 1 I ASTM E 54, AND UL 1479 r 1 -- " , G.O. 2" 2' 2 3' 2 3 2' v 3 G.O. 211 -----,--T---- - 211 (�li/, ______ --- -- ---r--- I 1 -----__T----i NOTE: 4--j ------I DEN I BATHROOM I I I I I ALL PLUMBING WORK I i KITCHEN I I I I I I SHALL CONFORM TO I I I I I I POWDER ROOM ri I I I I I I I I LOCAL PLUMBING CODE p 12„ 12„ 2.11 i 2"1 2 1 2"1 2 I I I 1 I I I I 1 GLEAN OUTtL / 1 I I 1 2" I I I j AS REQ'D `f I II I I PROVIDE F.A.I. W.G. W.�• • 14, 1-�" I- ISHOWER I_ i I- � 1 DW 3�� 3�� cn G.O. n - -- l._..L.� G.O. 4" 4" HOUSE MAIN DRAIN G.O. tH 4" TO SEPTIC w SYSTEM ATTIC/ROOF m Q m NOTE: ALL PLUMBING # p FUEL OAS WORK O SHALL CONFORM TO LOCAL FLUME31 NC RISER ORA I N / NASTE / VENT � PLUMB NC7 CODE d Q FUEL OAS O SCALE: NTS w PIPING PENETRATIONS: I. PROVIDE "ABE5C0 FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/GEILIN65. 2.PRODUCT CONFORMS TO A5TM E SI4,ASTM E 84,AND UL 1479 KITCHEN O F Z u- uw RANGE O m � tL - - O OAS SUPPLY Q k xtuaF m a Q w :� �O N TO BURIEDVZ o to m N VERIFY SIZE PROPANE Q -------------------- �- w/MANU. WALL HUNG TANK Q tH BOI LER/WATTER PROJECT: 1 w HEATER N o MASTER BATHROOM WATER LAUNDRY BATHROOM 4 � BATHROOM 3 BATHROOM 2 BLETSAS GL. ROOM I OTE: RESIDENCE Q I ALL PLUMBING WORK p 1 SHALL CONFORM TO 0 pQ p4 Q4 I Q4 Q4 .._.._.._.. - ...... v ui v LOCAL P LUM BING COD E Q 905 WILLOW DRIVE 1 1�� 4 LEGEND Q4 Q4 3 Q Q4 3I 4 pxl � v v CAS RISER SUFFL)" EAST MARION N.Y. 119 39 ' X *! v *j HOTWATER SCALE: NTS SHOW ER 5HOWER SHOWERN SUPPLY ------N �I , �n �I �RADIANT FLOORS Q, :N WASHER DRAWING TITLE: -A_ ----1=---------1=--------- .. ----- - ----- .. -- -- -------- =---------1 7 - - ----1---------- GOLD W ATER _.._.._ ._.._.._.._.._. _ - ._.._.._ . 1 _.._.. SUPPLY PLUMBING RISER DIAGRAMS O KITCHEN DEN j BATHROOM I POWDER ROOM PROVIDE "ABE560 FF200 FR GAS RISER DIAGRAM O i EXPANDING FOAM" (OR EQUAL) IL AT ALL PENETRATIONS IN FIRE RATED WALLS AND p� FLOORS/GEILINOS. PRODUCT Q!4 Q4 I CONFORMS TO ASTM E 514, ASTM E 84,AND UL 14 T9 PAGE: I 1 II� I II � II INTERIOR SHUT-OFF v I : v FOR HOSE BIB �1 Iv �1 Iv N �I �v I �j IU �I �v =1 �v P-mlolmoo ill IN i N In N I I NI �' SHOWER iv I :Q m Q I :Q m NEW FREEZE PROOF HOSE SIB RADIANT FLOORS p� Q J .�+ - 1 - I I I I w/VACUUM BREAK FASTENED ------L^----1�---L--________L - -------I---i-----------1 --�--- _------j : w/PIPE FASTENERS (PRECISE L.._.._.._t._.._.._.._.._.._.._.._.._..L.._.._.._.._.I._.._..I �.-.,-..-..I.._.._.._. _..L.._.._.._..I_.._..-.. LOCATION T.B.D. IN FIELD - I _ - CONSULT W/OWNER)iKo DATE: 04/03/23 19 OF 19 I w i X1 i Imwj I TO PRIVATE IOLz I .WELL tl) Q CJR&Oc, I L--------- R[- �)� 0- o Qi m. � �n Oas 0 t- .. yl, 0374 „�G? 4� FLUME I NC R:I SER - SUFFL`I' SCALE: NTS A4011 oc 7777� il;IP17 "T SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S 51TE PLAN 4 15 pea SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE < ARCHITECT'S BEST OF KNOPqLEVOE. 4v, L= 1''iw uj A Lu 2. SURVEY INFORMATION PqA5 OBTAINED _7 FROM A SURVEY DATED AUGUST 01, 202:2 A, f AND PREPARED BY: =4 4 LID N.Y. STATE LAND SURVEYOR 0 VVN V ;'1,,,r% -0 LIC. #050'756 6. co 0 J I 7. �7 5SALICE LAND SURVEYING ':y v K t-A JASON V LEADIN&HAM • �w d.k • 4-J V) TELEPHONE: (651) C15"7-:2400 > A, C7) 4' 'rYrl , j� ;� 0 .0" ""pYu. .rrtit, 1 1 11Yw �I , i�, 0 CD (D 41 t -it _ F7 At 0 0 4- 4- do PRAINAOE CALCULATIONS r�)RAINAOE CALCULATION5 >1 j"7 4"', x V4 _fM�Ei�,AOU5 SURFACE NE IMPERVIOUS SURFACE �7 0 CD :J r S.F. 55-7cI.5 S.F. LL I NO AREA PROPOSED DWELLING 001 e, is AREA PROPOSED DNE SUBJECT Fp1O;ER;!4` 0 4 4-j C5 7;,, ku < 0 0 2" RAINFALL EVENT 505.2 d) 2" RAINFALL EVENT 65-1.5 V v. v"on , 4 42.2 UFT. VOLUME PER FOOT 42.2 CU.FT. VOLUME FER FOOT T7 --7 • 10 12.0 5.F I r2h S.F. ram,FOR e) FOOL OF e,'O FOOL 1-v ®r -A PROVIDE (5) e>'O X 4- DEEP DRY LLS PROVIDE (4) 5'(P X 4' DEEP PR'T'1V`4rzLL5EN sJ -A lr _7r tti r�)RAINAOE CALCULATION5 vf, NEW IMPERVIOUS SURFACE AREA - PROP. FOOL HOUSE 4 '700.0 S.F. COVERED PATIO k;- -0 2" RAINFALL EVENT I IL1.0 �oF 2.2 CU.FT. VOLUME PER :2 S.F. LOCATION MAP FAOE 5'0 FOOL- FOOT L PROJECT LOCATION & SCOPE CD PROVIDE (1) e>'O X 5' DEEF DRYk4ELL 50ALF: NT5 MM SITE PLAN & ZONING DATA / \ DRAINAGE SYSTEM INSTALLATION NOTES: VACANT 0 A MINIMUM OF 10' 5F-PARATION 15 REQUIRED BETWEEN DRYNELL5 LOT WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEP�i ir, COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION VsIALL5 GENERAL NOTES \ ` ` * A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN 1�)RYVIELLE, 4 ENERGY TABLE CONCRETE SLABS AND PROPERTY LINES 0 CONNECT ALL GUTTER LEADERS TO NEAREST DRYNELL� FROFOSEr�) NEW SIN5LE FAMIL)O' E7)NELLINO V41 ATTACHED 2 GAR STRUCTURAL DESIGN CHARTS Q OARAOE HOEDOWN, ANC R BOLT" wEL OM FROPOSELD I/A ONTS STRAPPING, & NAILING DETAILS V'qeL.�_ LEE= - 50 TO to FASTENING SCHEDULE 1 \ PR LINES � / or SINE 51- /-pR DRYNELL CONNECTED TO FRO,�E(f_,,T 1�)ATA : (5-004.00 FRAMING GRAPHICS FOOL HOUSE, SHOWER, 4 FOOL BACKWASH BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS PROF. ZONING DATA. LANDSCAPE PROPOSED FOUNDATION PLAN DESIGN BY I-STORY OTHERS TAX MAP # 1000-22-05-1:2 POOL HC:�,,UY.'; -40 CONFORMING ZONING DISTRICT CRANL6PAcz FILED \ ( �� UNDER SEPARATE / .�� } \ PROP. APPLICATION FIREPIT LOT AREA CA AORF_5 (0.tEppzoomv ELILIOLIE11-10E]EILLIL] PROPOSED FIRST FLOOR PLAN 5EATINr I o \ SUFFOLK COUNTY HP APPROVALR-25-006cl '7 BEDROOMS z 0 �7.17. EL.=54.1' \\FOOL EQUIPMENT OAS PROPOSED PROPOSED� �I r - ---- / \ n � � Elu �CONNECTION HABITABLE OROe- SPACE FLOOR AREA A- 105.0 1 PROPOSED SECOND FLOOR PLAN I Jul < z Cc, uj Of n FIRST FLOOR AREA :2,500.a S.F. 5,0-7ah S.F. Xi 1-331 1— 0 0 _ SECOND) FLOOR AREA 2,025A S.F. 2,025A S.F. 0 \\xN C­___ z L-27- 0 TOTAL S.F. 4,535.5, S.F. A PROPOSED PLAN SCHEDULES 'of __J z tu BURIED ELEC. 0 z 5OUTH�ZD/ L TONN COME 2ao-20-7 (A)(1) W (n // LINE TO FOOL PATIO Z k HOUSE0 OV I LOT 5.F. IN EXCESS O ALLOV4ABLE TOTAL.PROFANE xe, Im V1 _jl 41.0 ROFANE PATIO 40,000 40,155.6 S.F. 155.65. OF A OFA PROPOSED EXTERIOR ELEVATIONS z 0 (a) LOTS CONTAINING UP TO ell 50,000 S.F. L.J F- 0 2 ALLOMBLE5.K7 L_0_6�T% ofn 5,100.0 S.F. S.F. OUTDOOR 5INK L K(�H/ t,4/ DRAIN LINE PXCE55 LOT AREA - TO NEARBY ------ �j A-202 .01 PROPOSED EXTERIOR ELEVATIONS < D.K VIA VACANT REGUIRED 5ETBACKS - MAIN BUILI�)INO LEADER FROM ED 04 04 LOT DOWNSPOUT ul Lu 'm- C,4 5OUTHOLP r,01�)F_ 2e>O-1e> 1 (� �i� / j c� p ago '7 T YND. FR. 5 0 REQUIRED PROPOSED COMPLIES BUILDING SECTIONS FAMILY DWELLING N/ ),- I 10, /�/// BASEMENT 4 ATTACHED PROJECT: EL 2-CAR GARAGE FRONT YARD 65.2' METER 50" (7 BEDROOMS) LOCA F.F. EL.=56.4' SIDE YARD 15.01 55.51 YES BLETSAS GARAGE SLAB EL.=55.9 Dt ---------------- --- BOTH SIDE YARDS 55.01 1 54.4' YE5 A-502 .01 BUILDING SECTIONS RESIDENCE > REAR YARD 50.01 62.1' YES' 1c. 905 WILLOW DRIVE C D. DETAILS r-,o\/r=REr;, STOOP LOT COVERAGE EAST MARION, N.Y. 11939 p rUE // / ( -- --- - - - ME50RIPTION (FOOTPRINT) AREA % LOT COVERAGE BURIED L NE 1000 CAL. DRAWING TITLE: BURIED DESIGN DETAILS PR PANE TANK TOTAL LOT AREA 4o,15! PROJECT LOCATION & SCOPE 1 501 FR� NT 'T' k�jE3A��< c D -A -A­5Pf4AL-I­ - ♦ PROPOSED DWELLING 1^V SITE PLAN & ZONING DATA 5,0-7e>.& S.F. -7.-T% DRIVEWAY ----,,ATTACHED PROPOSED COVERED PORCHESI ` i 0 PHELLIN6g30 2.5% 5- 101 .0 PROPOSED STRUCTURAL PLANS H _,_-5,45.0 S.F. PAGE: 0 PROPOSED INOROUND SWIMMING 1,250.0 S.F. RodSE�ou rodoR s owER -' -'3i a-��F" '`-i"'`-�01�0 ' � cj- 1 Q� ,Q I PROPOSED STRUCTURAL PLANS 0 0 :10 PROPOSED COVERED PATIO 555.0 S.F. .1p Lu �)POSEP I 0 . .... 11_��_ DATE: 08/12/24 :1 OF 19 1 10 PROP05ED COVERED PATIO 4 '751.0 S.F. I.C1901 lu 0 D.pq. TEST PROF. cz OUTDOOR KITCHEN 5- PROPOSED STRUCTURAL PLANS LAND50APE 18 ASPHALT HOLE DESIGN BY I z TOTAL AREA OF ALL STRUCTURES (O"554h S.F. EL=54.2' DRIVEWAY OTHERS *MAXIMUM LOT COVERAGE ALLOWED - 20% ��Om PROP05EP-PATIO < e>' PROPOSED STRUCTURAL PLANS EL.=55.44' 56102010011F 151.00, PROPOSED ASPHALT DRIVEWAY '7.45yo _=LU R------------------- WATER SUPPLY RISE ELEC. E RISER -" ; 1 5 c L= PL_� KI;I r jA 5 1 TE FLAN SCALE: I" = 15'-011 D1',7T.__/__) ------ --- ------------- -------- - - \ / /� I - -- .---- NOTES $ SPFC.i�I GAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I O I` S I. ALL LUMBER SHALL BE DOU6LAS FIR LARCH #2 d BETTER (Fb = 515) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - -__._.-_ - -_-- ------ -- __ IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONRESPONSIBILITY DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD, �I BOARD INSUL. INSULATION J TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF ___ _____ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE �I BASE FLOOD ELEVATION ]INT. J,I TERIOR Q GENERAL 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ___ __ _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE - -- APPLICABLE BUILDING DEPARTMENT. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THIS DOCUMENT 2 ALL FOOTINGS TO SEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING _ K - .-I S (1000_Lie) � O _ W PROVIDE SILL SEALAN5ULA7I0N. 51ZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __-_ -- I� -__ W M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM ' STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRAGTOR. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR _ _____ OTHERWISE NOTED - -___----------- ( _--- Q a_+ N EQUAL. I. IDENTIFICATION: ALL 50LID-5AWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM I MECH. MECHANICAL �� c� E In 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. - - __ ___ i-__ ____ __ _ AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL -- r- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM - �I O " .- 0 r - --_-- --- -- - -- -- - -- - -- - ' OF THE OWNER/SUILDER b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POETS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. NORTH AMERIGAN VERTICAL DATUM OF Ia88 ��-+ � � � � -- G.J. CEILING JOIST NAVD88 ----- _ _ U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. - O .O 0') z O 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS COL. COLUMN l NYG BG NEW PORK CITY BUILDING GODS INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ __ _ __-__- _ a SHALL BE CLARIFIED WITH THE ARGHITE:GT/EN6INEER BEFORE PROCEEDING -1• ALL BEAMS, 61RVER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINC5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED O C9 d' WITH THE WORK. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOUT. ICONTINUOUS O.C. ON CENTER � c V '- 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBE. DOUBLE OGG. ] OCCUPANCY _ � O 0 O 4 (1 6. NO DEVIATIONS OR GHANOE5 TO THE: STRUCTURAL SYSTEM SHALL BE MADE CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR Q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - ---- -- - _____--_- --'_'- -_ _- '� O m �4-J `_ - DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N 7. CONTRACTOR TO VERIFY DIMENSIONSi OF FOUNDATION WITH FLOOR PLANS P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-9q. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 _ _ O co BEFORE THE START OF FRAMING DAYS of 4,00o P.S.I., U.O.N. DIM. - -A DIMENSION -1;P. GONG. [POURED CONCRETE Q 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET _ -- - --- - - -_- ___- ------ ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I CIO.] STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH D.J. DECK JOI5T5 PL. PLATE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES, ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER �I _ - -- -- - -__--_--- FOR ADDITIONAL NAILING OR DIFFERENT NAILING REGUIREMENT5 WHEN - ---- --' q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOI5T5: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. � EACH - PLYWD, (PLYWOOD WOOD I-JOISTS SHALLMEET THE PROVISIONS OF A5TM V5055 -- - - -- - --------- --- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, II, 5UB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - ELEV. _ ELEVATION P.T, - PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 (1) WALL TIE PER (5) 50. FT. - - _ . _--_._� DOCUMENT,THE 60VERNIN6 BUILDIN6 CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT J REO D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA - -- 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND SHALL NOT BE ALTERED OR BE RE'_PRODUGED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. PERMISSION FROM THE ARCHITECT. MAX. 32'-O" O.G., EXIST. �EXISTING RI RISER TO DIRECT ANY CONDENSATION TO THE EXTERIOR. -- -------------- - r 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 15, BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR A55EMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. 1 EXTERIOR RM. ROOM UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NG STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. U RESPONSIBLE FOR DESIGN INTENT ONLY. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. [ROOF RAFTER 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE -- 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES -_ - - -- ----]EST n , EXCEED &'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REGUIREMENT5 AS OF 40-F AND FALLING, UNLESS APPROVED BY ARGHITECT/ENOINEER. NO FAR ��FLOOR AREA RATIO ��STL. ��ST�EEL �, 14. THE CONTRACTOR SHALL KEEP PREP�115E5 REASONABLY GLEAN AT ALL SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F,A,V, FRESH AIR VENT S.Y. SMART VENT HE CONTRACTOR SHALL REMOVE ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE ��-� I . - TIMES. AT THE COMPLETION OF WORK, I� 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED I'7, NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY -- -- BROOM GLEAN. -- ----- - - ---- - RUBBISH, WASTE MATERIALS, TOOLS, ET..., GLEAN GLASS AND LEAVE WORK WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR ��TBD �,TO BE DETERMINED 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 6OVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS __ -- -------_______ + 15. THE CONTRACTOR SHALL CARRY WC>RKMAN'S COMPENSATION AND GENERAL NEGE55ARY. SET FORTH IN AN51/7PI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND ,FF ELEV. ;FIRST FLOOR ELEVATION TEMP GL. �I TEMPERED GLA55 CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE516N DRAWINGS, WHERE EVER APPLICABLE. - - -------- -- �`-- --- -- - -----� r , LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 0-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. I F.J. BOOR JOISTS THK. - JI THICK V AND ORDINANCES. --- ---_.-_-- - I--_------- 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A FOUND. FOUNDATION T.O.W. I�TOP OF WALL I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. ��� GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM G36 SPECIFICATION FOR GYPSUM _ PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK �- ------ - -- --- -- - - --- --- -----_ - --- THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. _ -�II Tr TREAD COMPLETION OF PROJECT. FLOOR SHALL NEVER EXCEED A lb" SPAN. WALLBOARD, A5TM 05-7 SPECIFICATION FOR &YP5UM LATH, OR A5TM C-19 CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION __ < ' ^ FR. FRA Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ME 1 TYP. TYPICAL , I-i. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, A5 PER PAGE 6-003. 1.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 - - - - -- I- - " -------"-------"--_ ` --=-- --" Ar7AIN5 ALL CLAIMS AND A THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF AN51/AHA AI35.4 BA510 HARDBOARD OF FRPR. FIREPROOF - __-- --- U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING DEEP � 3 O BELOW GRADE, 663Q ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF l 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. -___ FOOTING �VERT. ��VERTICAL TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.& STRUCTURAL PANELS: - -- IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRU5HIN6,DIPPING, OR SOAKING UNTIL THE WOOD 51TE WORK I GYP. BD � GYPSUM BOARD V.I.F. -�';VERIFY IN FIELD :7�lI INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK L8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL _ ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, i. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ------ - ----- - _ -_ --=- --- - - WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION OF THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 5PEGIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE :HOLD DOWN �I w/ WITH �� H.D. i MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND -- _ 2. VERIFY A GIVEN DATA INGS. IF THERE S A -- - - --- - - --- -- � -- - - ------____-_ _--- - --- _ -_ -- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY LL ON DRAW I DISCREPANCY, EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. HDR lI HEADER WD. l WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR ---- ---.--- -- - -------------- BE LIABLE REGARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A WOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE GORE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HNGR HANGER I ZR I ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. 2I. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDIN6 rI----------- - ---- - -- _ -___- -------�-- I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRU55 JOI5T McMILLIAN IAE MIGROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (O5B), WAFERBOARD ORIENTED-STRAND `- --__--- -- - -- - ------------------ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING - --- ------ - ---_-- -- ------- -_ - _ __ OF CONCRETE:, ETC. ARE TO BE CAREFULLY SUPERVISED $Y THE CONTRACTOR PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE To BE SURE THEY ARE IN ACCORDANCE WITH THE SUPERVISED PRAH 65, SPECIFICATIONS,O A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - --___ --- - - - APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS ALL To BE INSTALLED AS PER MANU. 5PEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE, STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR ¢ I AND SPECIFICATIONS OF THE NOT BE PERMITTED WITHOUT WRITTEN 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING.FRAS T I ON � �N STi� T I ON R QU i fi��M NTS AUTHORIZATION OF THE ARGHITEGT/ENC�INEER. ANDMINO ANY ADDITONALIAL TANDARDS SECTION, THE REQUIREMENTS SET FORTH IN THE MARNINO NUFAGTURERSUILDINO E 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS I N PROPOSED DESIGN GODS PRESCRIPTIVE VALUE � NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY COMPONENT COMPLIES Z PERTAINING ARE TO BE FIELD VERIFIED. REQUIREMENT5 AS SET FORTH IN THE MANUFAGTURER'5 GODS &LASS WINDOWS AND DOORS : VALUE CITATION (PER 2020 NYSECGG) o_ 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. Ln I 20. CONTRACTOR TO REMOVE r€ RELOCATE A5 REQUIRED ALL EXISTING WORK NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE _ - OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALU> =_0.25 MAX.U-VALUE - o.52 cr WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIC14.1 CELLULOSIC CLEARANCES ARE PROVIDED. /','F£NESTf:ATION U=VAI_C7E' Al LEAKAcSE =�.3_OZFM/Si``�� QRP402.4.5 4 TABLE R4021.4-CLIMATE 4 -� f a 21. ALJ_ MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR ___ IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED - - --- - -- -- � w SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIN.R-VALUE ■ 441 I[-------- HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. WITHIN 18' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, CEILING R-VALUE R-4a SPRAY FOAM INSULATION PER TABLE R402.1.2-CLIMATE ZONE 45 U 22. PROVIDE FIREBLOGKING AS PER NE:W PORK ACCESSIBILITY STANDARDS. 24 NOTCHES IN EITHER EDGE OF STUDS SHALL NOT B1: LOCATED IN THE 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN ___ -_________-___ - ____-_, _______- ___-___ -_-_ _ _ _ STRUCTURAL APPLICATIONS SHALL MEET THE REGUIREMENTS OF U.S. E<TE�:�oR f2"xh)WOOD MIN.-R-VALUE s.20(CAVITY) p 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH =-2I^BAT'f IINSUCAT!ON - - -^ ._�,_, - LS _i THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED MANUFACTURER'S SPEGIFIGATION5. FRAME WALL R-VALUE . - --PER TABLE R402.1:2-CLIMATE ZONE 4 71 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (PS- U,THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL I _-____ 0 I HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION -VALUE 1= COPYRIGHT PROTECTION ACT OF 1a90 (AWGPA), WHICH HAS SEVERE PENALTIES. - - �/- -, ,` McRIN RTABLE R402.1.� /GLf 1ATa NE•F��� `� � 1 U OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOW5 TO BE CAULKED AND SEALED A5 PER NEW YORK STATE �. FLOOR R-VALE. R-3o SATT-IN5U�ATION YE_ NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. Z w CODES AND REFERENCE STANDARD: 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL O N MIN.R-VALUE . 13(CAVITY)AT INTERIOR OF71�L� N 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR BASEMENT WALL R-VALUE R�IS GATT INSULATION® INTERIOR PER TABLE R402.L2-CLIMATE ZONE 4,NOTS N ZO I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ___ CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. _ _ _ _ �_______ _______ ___ STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE G-005 b 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 5GUARE AND I -) to m cy NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK COMPLIANCE STATEMENT: H � N STATE ENERGY CONSERVATION GON5TFZIJGTION GORE. SPECIFIES THE REG D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 'I. ALL EXTERIOR DOORS ARE To BE WEATHERED STRIPPED AND PROVIDE ALL _./'To TI-0c ensT OF-MY-KNC,^lLEbSE,fi�ELIE�,ANC PRo E55iONAL. J:iiGMENr,r!; SEPCANs A?<n�PECIFIGAI ION3'ARE 1N.__./ •�` /\ Z N V SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLIANCE WITH THE 2020 NYS ENFRGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE). w _j O SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA& SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 Q Q 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5, ALL 6LA55 IS TO BE FREE OF SGRATCHE5 AND IMPERFECTIONS. &LA55 m H Q WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SHEARWALL SYSTEM (INSTALL CI PER APPLICABLE FOUND./FLOOR N DETAILS d MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V Z o. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER A550GIATION HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. (AF4PA) AMERIGAN WOOD COUNCIL (AWG), 2.2.3. TRUSS METAL CONNECTOR PLATES: TRlJ55 METAL CONNECTOR PLATES 41 ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN i WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE � Ti 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - PLUMBING GORE. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS M d• THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE N \ WALL w/STEEL SHIMS 4 A MIN. 3/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS GODS EVALUATION REPORTS. CHARACTERISTICS ARE AS FOLLOWS BUT NOT LIMITED TO: DESIGN PRESSURE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ui M (C ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS H O cN MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. EXIST. WALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q � � POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (6 MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUCTURAL QUALITY, REQUIREMENTS. -- ----- -- - - i a 0 0 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"i NATIONAL ELECTRIC WIDE 3 COURSES OF 50LIM BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE T BL E RHO I .� CODE, NFPA'70 AND 2020 NEW YORK STATE ENERGY CONSERVATION HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE IREGUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY TEMPERED GLA55. CLIMATIC $ OEOORAPHIC DESIGN CR11ITERIA CONSTRUCTION CODE. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF 5TRUOTURAL MEMBERS _____ PROJECT: STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) t ANCHOR BOLTS, CODE EVALUATION REPORTS. II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GENERAL WIND PROTECTION CONNECTION NOTES: -_ __ ___ _ GROUND SNOW LOAD 25 LBS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE - - ------- - - - - � 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166-1 STANDARD BLETSAS CONSTRUCTION;55TV 10-aa AND 2015 55G HIGH WIND EDITION WOOD FRAME w/6 RISE d w/(2) /4 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS MISSILE TEST OF ASTM Ei4g6 AND ASTM E1886 A5 MODIFIED BY 2020 NYS BG ALLOWABLE CONSTRUCTION SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 5-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SECTION 501.2.1.2.1. 6ARACE DOOR GLAZED OPENING PROTECTION SHALL MEET STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED i 130 MPH RESIDENCE THE REQUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR - I. A CONTINUOUS LOAD PATH BETWEEi`d FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES -- ------ AN51/DASMA 115. EXPOSURE CATEGORY B FLOORS,STUDS AND ROOF FRAMINeS SHALL BE PROVIDED. GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE RAFTERS HAVING SLOPES GREATER THEN 3/12 L/I80 I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT COMPOUND METHOD, MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 6' SHALL ---- BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 2.2.'1. SCREWS: 5GREW5 SHALL COMPLY WITH AN51/A5ME B 18.6.1 BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS d PARTITIONS H/150 OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE WOODSGREW5 (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ; WEATHERING SEVERE 905 WILLOW DRIVE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DEEMED APPLICABLE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS - DIREGTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PER THE ANGHORA&E METHOD SELECTED IN ACCORDANCE WITH TABLE FLOORS $ PLASTERED CEILINGS L/360 FROST LINE DEPTH g'-0" EAST MARION, N.Y. 11939 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 3. 5/8", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALLS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED _--- (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ALL OTHER STRUCTURAL MEMBERS L/240 4 SHEA H IIGAND5 AND NDORAMINT ANCHORS OR GONECTORS SHALL BE IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING MECHANICAL CONNECTIONS: ON THE BUILDING. L -------------- TERMITE MODERATE TO HEAVY EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/3bo DRAWING TITLE_: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 51MP5ON' MAY BE ICE BARRIER REOUIRED YES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING _ GENERAL NOTES 4. FINISH JOINTS, J-BEADS,NAIL DIMPLES, CORNERS,AND EDGES SHALL BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) 'EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NYS, PLUMBING CODE AND NYS DEC REGULATIONS. _-- ENERGY TABLE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 TO DRY BETWEEN GOATS. FINAL COAT TO BE SANDED SMOOTH. BY SIMPSON MANUFACTURER. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/I20 STRUCTURAL DESIGN CHARTS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2, PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 3 ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES -------------------.-- RAFTERS. __ 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND --- ---- - ----- - - -- - - ------ ------- ALL OPENINGS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN6E5 IN DIRECTION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RA=TER BEARING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. --------- ---- ------.---..--------------.------------_----- ------ _- LOADING VALUES ARE LE55 THAN WHAT I5 SPECIFIED BY SIMPSON -i. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER STi�UGTUiZL DESIGN L0�4D5 PAGE: 16" WITHIN 4' OF EXTERIOR CORNERS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE 54ALL BE ANCHORED ELECTRICAL: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE 51ZE5 AS FOLLOWS, UNLESS OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - DISH WASHER..........................................2" USE I LIVE LOAD , DEAD LOAD a OF J" AND 3"XV'X�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TO 201'1 NATIONAL ELECTRIC GORE, NFPA'10 AND 2020 NEW YORK STATE - KITCHEN SINK........................................2" - 0 0;2` m 0 :I PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ENERGY CONSERVATION CONSTRUCTION CODE. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................2° EXTERIOR BALCONIES 40 sf 15 sf SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - 5HOWERTUB.......... BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONOPHIN 12" E/MASONRY COMPLETION OF WORK. '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL $E APPROVED BY LAUNDRY .............. 2 p p FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON TOILET........................................................3" --- ' AND AT SPACING NOT EXGEEDIN& 4-' ON CENTER. - ...................................2" DECKS 40 psf 15 psf ARCHITECT - FLOOR DRAIN..........................................5" DATE: 08/26/24 2 OF 19 ASPHALT ROOFING SHINGLES 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: PASSANGER VEHICLE 6ARAOE5 50 psf AS PER PLAN I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING - GENERALLY,VERIFY OR PROVIDE HARD WIRED 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" _ 5HINOLE5 OR APPROVED EQUAL. SMOKE DETECTORS w/BATTERY BACK-UP IN: HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED THROUGH ROOF. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDIN6 FELT, UNLE55 OTHERWISE A. EACH SLEEPING ROOM '1. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN r€ - - - - NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE DRAIN COOKS AS REOV. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 8• ,. t"z ;_, AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL B. OUTSIDE OF EACH SEPARATE 5LEEPINC PROTECTION. p p ,,:° c:: ` 1*1 LINE. d ,24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. AREA IN THE IMMEDIATE VICINITY OF __- ----- ° '_• , ``--'� ag to THE BEDROOMS (GENERALLY THE HALLWAY) 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU55 ARE TO BE PROVIDED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf , . �'1�• INSULATION p p -4; e „ `" 3. PROVIDE FLASHING NEGE55ARY FOR. WATER TIGHT AND WEATHERPROOF WITH BACK FLOW PROTECTION. 1:' •R.": I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED .,f CONSTRUCTION. G. EVERY LEVEL OF DWELLING ;- FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf , (BASMENT, FIRST FLOOR, # SECOND FLOOR, ETC) Cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FOIL TO BE PLACED TOWARD WARM SIDE. - --- .k F 4. ROOFING IS TO BE APPLIED IN 5TIRIGT ACCORDANCE WITH MANUFACTURER'S HEALTH DEPARTMENT STANDARDS AND REGULATION5. SPECIFICATIONS. STAIRS 40 psf 15 psf �` - 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ;(,f) . '.:'' t `.,'� MECHANICAL, FUEL 6A5: 10. APPROVAL AND INSPEGTIDN IS REQUIRED BY LOCAL JURISDICTION PRIOR --- t a r {. ^ryc s`R WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY t, 5. NAILING OF ROOFING SHALL BE To CODE. TO CONGEALMENT OF PLUMBING. 6UARDRAIL5 AND HANDRAILS 200 psf IS psf 4,,�F-°. { CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE p p I. MECHANICAL AND FUEL &A5 SYSTEMS SHALL COMPLY w/THE FOUNDATION WATERPROOFING. ----------- % ;• b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE NYS MECHANICAL GORE AND FUEL 6A5 CODE II. NOTCHING AND BORING OF STUDS JOISTS, RAFTERS A5 PER BUILDIN6 CODE. ' E '° PERMITTED NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 of FOR ATTIC , . 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf p - q' R-30 FOR FLAT CEILINGS P 15 psf FOR LATH. -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDIN6 FELT UNDERLAYMENT FOR - 5 25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS ASCE '1-lb (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. FOUNDATION PLAN NOTES E E F A O E � I � .� fl � � O E I E FE A L 5** UNDER FLOOR AREA VENTS TYPICAL BATHROOM NOTE: O NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER 17 I. WALL BOARD 2020 IRG R405; INSTALL AS PER MANU'. SPECS WITHIN 3' O' I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED � a f -- =� WOOD FRAME (L.G. STL. Q OF BUILDING CORNERS. PROVIDE HELLS W/GOVERS AT ALL BATHROOMS - � �� � GRADE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND WHEN APPLICABLE) FREEZE PROOF H05E BIB: TUB SURROUNDS NATURAL. LIGHT $ VENTILATION NATURAL LIGHT � VENTILATION �� EXISTING TO REMAIN 2. SHOWER FLOORS ��------�� W 20 FASTENED w/ MASONRY ANCHORS (PRECISE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON (HABITABLE SPACE) (HABITABLE SPACE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL L1J LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) J C6 2.2. CONCRETE MUD-SET(SLOPE I/8 PER FOOT 5TL. WHEN APPLICABLE) WATER METER: TOWARDS DRAIN) UPON FLOOR AREA 53q S.F. FLOOR AREA 166 S.F. I/ O3 I. INSTALL NEW WATER METER IN BASEMENT 2.5. WATER PROOF MEMBRANE TO COVER SHOWER V Q ;�' � FLOOR, WRAP DRAIN $ ATLEAST 15" UP WALLS BEDROOM b % REO. S.F. PRO\/. BEDROOM 1 % REQ. S.F. PROV. NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL 2.5EE ALSO PLUMBING RISER DIACRANI i" 3.INSTALL AS PER NYE, PLUMBING CODE: WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS LIGHTING;MIN. 5% LIOHTIN6;MIN. 6% WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O DOOR NOTE: 18 NEW LAUNDRY ROOM: 2'!.I S.F. 28.1 S.F. 13.4 S.F. 14.1 S.F. 0 I. NEW WASH /DRY HOOK UP OF FLOOR AREA OF FLOOR AREA POST FOR 6" WALLS), U.O.N. - � O I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT 2.COORDINATE LAUND. ROOM * DOOR DIM.'s VENTILATION;MIN. VENTILATION;MIN. NEW 2-HR FIRE RATED � �: C9 ON PLANS BY 'JELD-WEN' (OR EQUAL). w/SIZE OF EQUIP. 4% OF FLOOR AREA 15.6 S.F. 15.5 S.F. 4% OF FLOOR AREA 6.1 S.F. 'T.'7 S.F. WOOD FRAME (L.G. 5TL. 0 Z 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 3.PROVIDE HOOK UPS AS REQ'S PER MANU. WHEN APPLICABLE) 0 0 ON PLANS BY 'THERMATRU' (OR EQUAL). CL (.0 1 3.NOTE DOES NOT INDICATE EACH NEW DOOR DRYER EXHAUST NOTE: p �, '- PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. X � N 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR O 0 CO WALLS, U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY -C 0 m •4- 5. INSTALL AS PER MANU SPEC.s OPENINGS � N C>3 � b.PROVIDE (2) 2"xl0" HDR., U.O.N. 3.DUCT 51ZE AS PER MANU. 0 0 c -I. SEE PAGE 0-003 FOR ALL OTHER FfZAMING 4,DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER Q �- G ELEMENTS AROUND DOORS (TYP. FOR: ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN OSTAIR $ RAILING NOTE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 5 I. ALL NEW STAIRS SHALL HAVE MAX. e-1/4" RI E MIN. 10' CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Tr - RISERS SHALL BE CLOSED SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO w ' 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS 5HA EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ n , NOT EXCEED THE SMALLEST BY MORE THAN IN ACCORDANCE WITH UL 2M N W ��� � �� 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b-8 . METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 64'-3" 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.1. BETWEEN CLEAR HE16HT $ HANDRAILS: 36" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 62'-I" 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. SCREWS PROPOSED ELECTRIC 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" M N. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SERVICE TO POOL 1 ,..�J 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN r LOCATION TO THE WALL OR ROOF TERMINATION. THE HOUSE ONE: SIDE OF EACH FLIGHT OF STAIRS CONTAINING FO R MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 OR MORE RISERS, AND WHERE 5HOWN ON PLANS. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PROP05ED WASTE LINE - - - - - - -�- - - - - - - - - - - - - - - - - -�- WALKIN6 SURFACES LOCATED MORE THAN 50" ABO NOT INCLUDE THE TRANSITION DUCT. FROM POOL HOUSE FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLAINS. m -I. 42" HIGH CUARDR:AIL $ SPINDLE 5PACINC NOT TO - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - -- - -- - - - - - W THERMOSTAT: / � - - - - , -. • • - ALLOW PASSAGE OF A 4" SPHERE'_;36" HIGH / / _ _ _ _ - - _ _ _ _ _ _ HANDRAIL d SPINDLE SPAGIN6 NOT TOALLOW Iq I. PROVIDE THERMOSTATFOR (4) ZONES: - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - PASSAGE OF A 4" (P SPHERE. - ZONE I: BASEMENT FLOOR �Iry / / , 5. 6RIPPABLE RAIL A5 PER CODE. - ZONE 2: FIRST FLOOR a. RAILING TO BE WOOD. - ZONE 3: SECOND FLOOR 4'-3 - - - - -a-3 - - - - - - - -- -- - - - - - - 40'-5y2" - ZONE 4: SECOND FLOOR MASTER SUITE y2 U WINDOW NOTE: 2. H.O. TO SELECT MODEL; INSTALL AS PER / / / { O I. ALL NEW WINDOW5 $ DOORS SHALL BE WEATHER SHIEL MANUF. 5PEG5 / / CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). 3. PROVIDE ADDITIONAL THERMOSTA75 WITHIN / / Q �,Q INSTALL AS PER MANU. SPEC.'S. SPECIFIED ZONES ABOVE FOR DEN AND ALL / / / _ _ __ _ _ _ ) 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSE EDR O S !^ SEE DESIGNATIONS $ WINDOW SCHEDULE. NEW EXHAUST FAN SHALL BE INSTALLED WHERE / / ' '° \ V J 3.FOR SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL / ° / / r AND DOORS ON PAGE 6-002. CIRCULATION THROUGH WINDOWS OR DOORS TO 4.ALL CASEMENT WINDOWS TO HAVE 5TRAICHT ARM HINGE. ttl / / OUTDOOR SPACES AS PER NYS MECH. GODS SECTION ' / ' V 5. ALL DOUBLE HUNG WINDOWS TO BE T LT WASH LIM 403.3.2.3; INSTALL A5 PER MANU. SPECS / 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLI6HT5 $ OPERf\BLE PANELS OF NEW PLUMBING FIXTURES: _ _ SWINGING,SLIDIN6, 4 51FOLD DOORS 21 ALL NEH PLUMBING FIXTURES TO COMPLY WITH PG 405. / 24 D COMPACTED FILL 6.2. WITHIN IS OF F.F. SEE ALSO PLUMBIN6 GENERAL NOTES ON PACE 6-002. 6.5. WITHIN 24 OF A DOOR 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING NEW TILE FLOOR: t 6.5. WITHIN TUB/SHOWER ENCLO5UR:E5 22 I. NEW TILE FINISH (H.O. TO SELECT) UPON 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 O 2.ONE LAYER THIN(H. (LEVELED PROPERLY) UPON - - 'T. SEE PAGE 0-003 FOR FR:AMINC ELEMENTS AROUND �� i a BAR I _ WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMU 3.NEW DUROGK GEMENTBOARD (OR EQUAL) UPONFHOU5EV (2) 2"xIO" HEADER U.O.N. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); I � � A-302 A-401 8.WINDOW FALL PROTECTION SHALL BE! PROVIDED PER SCREW PERIMETER OF SHEATHING 6" O.G. $ 12' O.G.INTERIOR. !O-6 (18) RI +/ T'NY5 R312.2 FOR OPERABLE WINDOW.: WITH SILL HEIGHT •LE55 THAN 24" ABOVE F.F., THAT AR1= MORE THAN -12" 5. ALL COMMON FIRST FLOOR AREAS $ ALL BATHROOMS - UP C ABOVE GRADE 5 THE ADJACENT SURFACE AT THE PROVIDE RADIANT FLOOR HEATINO IN iP BUILDING EXTERIOR. BATHROOMS KTCHEN, DINING AND GREATLROOM nQ i- O t ' -SE I EGRESS NOTEHOUSE a'- • O BASEMENT WALL FRAMING 3 - _ IN COMPLIANCE WITH NEW PORK STATE BUILDING = _ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 24 I. 2x4 P.T. 16" O.G. WALL FRAMING m p U.C. 24 _ ool O EGRESS SHALL BE FOLLOWED: 2. R-15 BATT INSULATION Vy/ , , _ MOISTURE BARRIER i- ' �' J J 6 to NET CLEAR OFENINO........... 5.'1 S.F. 5. " GYPSUM WALL BOARD FINISH ROPOSED BURIED AS SUPPLY LINE TO N WET BAR C NET CLEAR HEIGHT............... 24" MINIMUM I POOL HOUSE \ z � 7 NET CLEAR WIDTH................. 20" MINIMUM PROPOSED RIED i O NEW MECH. AREA: TE�LtL N NE FROM \ ° ! U I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s WELL w 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL ° RECREATION V UNITS AS PER NYE, MG 506.1 ROOM p 3. MAINTAIN ALL APPLICABLE VENTING CLEARANCES a3a S.F. REQUIRED PER NYS MG 504. Z TYPICAL MECHANICAL AREA NOTES: I. FOR ND. FR. FLOOR - PROVIDE I/2" GONG. $D. BY Z "DUROGK" (OR EQUAL) �`,�„ d 12 1 I p N 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/b" 2 \ N Z TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) \ -1 24 p 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. \ ` m N SPEG.'s AND A5 PER NY5 MECH. AND FUEL GAS CODE / ��� _ ^ ' � i •• / a ` 8'-III P,I-IIi --,r�-�..,--�.., r'�. F>fT"=='`-`.�^,r-� �-- _�--g�„J„-�ems,,----� r-� '�. 81,r�-.� L �a�g�} �-T. n �"�/�'�,_' __"�.,�-`�`�/,--�./` ry w J O 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT �- � � O 'i-a - •"' I' '� '�"�-� IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE ' % ` I9 I 24 OOT p 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE ! II MEGHANIGAL FRESH AIR INTAKE FROM EXTERIOR ROOM 12 r v oa , b. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL ` ° \ 281 5.F. - -- - EMERGENCY SHUT OFF SWITCH I6'-8" 10'-I" �=10" 4'-8" 4'-0" �u -7. FOR GAS SERVICE, PROVIDE CAS SHUT OFF 5WITCH ` ! \ L - J y- - L - J r- -- .. . x 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER \ -• \ ` ' 1 O 05 21 N N CLEARANCES AS PER CODE 1 q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d - I UNDRY 1 ' � PROPOSED � -`-- ROOM ���I 4' x 5' HALLWAY I � o N CONNECT TO SANITARY SYSTEM AS I=ER NYE,FLUMBIN5 COPEGENERATOR ` 10 13 (15) I ® MAX. �.25�' � 004 in SHOWER a 10.APPLIANCES JOINED THROUGH A COMMON NATURAL ` \ ` 14 r ® MIN. I I O READY ALL ~ - p o O DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL \ VACUFLO A_4O1 CONNECTIONS FOR � � PROPOSED BURIED CENTRAL FUTURE E O TU U5 SECTIONS OF 2020 NY5 RG 6242"f. 1 .• ` VACUUM III � _ � OOq ELECTRIC LINE � PROJECT: ELECT RIGA PANE \ \ p BATHROOM 5 O 0� m L L eo S.F. O8 NEW 300 AMP ION AS IPER PANEL LOCATION; \ \ `\ ` AI_Ll^'A'f ry PROPOSEDir B L ETSAS ALL INSTALLATION AS PER NYS ELECTRICAL GORE. \ .' 1 ` 5 EJECTOR �i( 61 � - °BURIED PROPANE TANK: 15 1 1 10 PUMP a ID ' RESIDENCE Oq I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK \ BEDROOM 6 . 8 2.INSTALL AS PER MAU. 5PEG.'S \ GARAGE SLAB \ 339 S.F, 4j P' 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY d STORM WATER STRUCTURES, 6 BURIED UTILITY LINES;REFER TO 1 1- 2'-O" SITE_PLA R IN5TALLA ION LOGA'�ON. \ °• \ ° : ` UP BOILER PROPOSED A 1 11 = 011 3I ) m 905 WILLOW DRIVE >10 NEW LAARS MINI THERM JX HYDRONIG f301LER w/PUMP \ •.\ UNITS 003 d' 8-8 8-8 O , EAST MARION, N.Y. 11939 MODEL#6VD--1 (OR APPROVED EQUAL). .' O M I 24 24 I. VENT THROUGH WALL. 1 1 H H\ \ \ \ 14 2. F.A.I. THROUGH WALL. ) N .. _ _ - 3. INSTALL PER MANU. SPEC.'S o \ 1 ! . i. WATER HEATER 1 _ DRAWING-TITLE: 11 I.NEW LAAR5 MT2- MIGHTY THERM2 WATER HEATER 1 / ° J PROPOSED FOUNDATION PLAN 2. NEW LAARS WATER HEATER STORAGE TANK , \ �- ' 15'-`IV2" ` O WALK-IN T \ a MODEL#PC211R (OR APPROVED EQUAL), CLOSET O _ H 2 2 n 3. VENT THROUGH WALL. 4. F.A.I. THROUGH WALL. '��!• L/�i.' ' ��' / �/.._,^� U) ' \ ' io BEDROOM -7 5. INSTALL PER MANU, SPEC.'S 1 Q 160 S.F. ry 24 24 HYDRONIG AIR HANDLER: 12 I. PROVIDE (U NEW 5-TON HYDRONIG d (U NEW 3-TON AIR 1 8 2 8 2 14 \ " / I i HANDLERS) BY CARRIER OR APPROVED EQUAL � ° ,- � PAGE. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ) ` \ ! 33''� 9 - •. \ FOR ONE L ESIGNATION . �E (SEE THERMOSTAT Z 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT /° \ �� OT WATER/BOILER COMBO TO NEW COIL ��`� In 0 1 ENERGY RECOVERY VENTILATOR- A"4°1 _ m 13 I. PROVIDE ERV FOR ENTIRE HOME S.F. i / Y COMPACTED FILL O / <\ d 2. MODEL BY "APRILAIRE 8100" OR EQUIVALENT; INSTALL AS PER MANUF. SPECS L - - - - - _ - - - - - - OQ-' / \ EGRES WINDOW WELL: - - - - - - DATE: 08/26/24 5 OF 19 14 PROVIDE NEW EGRESS WINDOW WELL E COVER BY PROPOSED BURIED ROCKWELL;ELITE SERIES 66'W.X 54 H. OR EQUIVALENT. > _ - -- - --- - - - - - - - - - -- -- - - - -- - I INSTALL AS PER MAN. SPECS. PROPANE LINE NEW UN-REINFORCED P. GONG. SLAB l I� PRoPosED 15 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 4 1�, 2. b MIL POLY VAPOR BARRIER UPON SEPTIC '�f'✓(M1Tl)'G�ZAVEL�A�3E�VV - - - - - - - - - - - - - - - - LINE SMOKE DETECTOR / GO DETECTOR NOTES: 16 I. CONTRACTOR SHALL PROVIDE GODS' COMPLIANT 211 Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR -O 4-3 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW S EXISTING DEVICES y ^^�� SHALL NOT BE REQUIRED WHERE EXl!5TIN6 ALARMS ARE NOT INTERCONNECTED, AS PER NYS R314.4. D 3. PROVIDE SMOKE/GO DETECTORS A5 INDICATED, AND PER GENERAL ELECTRICAL NOTES 014 PAGE 6-002. 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. - HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS ) C, I ICI �I �7I ;.t `'- 3 OPENINGS TO BATHROOMS w/SHOWER OR TUB. FROI O✓F-� FOV I `��ATI OI `t, FLAN 5. INSTALL ALL A5 PER MANU. 5PEC.'s b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SCALE: 114" = I'-O" '�lN�COMPLIAPSGE-WITH--L2GAL"GOf.�E-� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. /I Q EXISTING TO REMAIN WHEN APPLICABLE) /I UJI NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J fB STL. WHEN APPLICABLE) = V (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V) ❑�'� P05T FOR 4" WALLS WOOD FRAME (L.O. 5%. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -O P05T FOR 6" WALLS), U.O.N. - -a O NEW 2-HR FIRE RATED +� } WOOD FRAME (L.G. 5T.L. O z O WHEN APPLICABLE) CL co X :3 N FLOOR PLAN NOTES O p O 4 do DOOR NOTE: �A/C CONDENSERS: O m I I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT q I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" O �O � O ON PLANS BY 'JELD-WEN' (OR EOUA ). OR APPROVED EQUAL. Q a b 2.INSTALL NEW EXTERIOR DOORS WHEN. GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). D 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3. INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS S DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND S PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) H/WEIGHT RATIN6 WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 64'-3" W 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 6.PROVIDE (2) 2"x10" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS ?. SEE PAGE 6-003 FOR ALL OTHER FIRAMIN6 APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR S RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 44 �- ✓� �� "V"'v / �✓ v I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" Rf S MIN. 10" l0 VENTILATION 15 NOT MET BY MEANS OF NATURAL 2 to Q ( !V� /-�� v '\/ �v- ✓�~�"� �'^�-�`�-�� \ Tr - R15ER5 SHALL BE CLOSED CIRCULATION THROUGH WINDOWS OR DOORS TO 1 U , 2. 6REATE5T RI5ER HEIGHT IN A FLIGF4T OF STAIRS SHALL OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION - !1 NOT EXCEED THE SMALLEST BY MOIRE THAN ". 405.5.2.5; INSTALL AS PER MANU. SPECS p n 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5". m 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: II NEW ATTIC AGGESS - PULL DOWN STAIR: _ _ _ _ _______ _ a W 4.1. BETWEEN CLEAR HEIGHT S HANDRAILS: 36" MIN. I. MIN. 350 # CAPACITY �Y DN. n E 4.2. BELOW HANDRAIL RAIL ON ONE SIDE: 31.5" MIN. h LJ :� 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ' 4.3. BELOW HANDRAIL, RAILS ON E30TH SIDES: 2-1 MIN. Ad Al HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN 3.DBL. FRAMING WHEN NEW OPENING9'-3y2" 40'-5y2" ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININ6 FOUR 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-411 OR MORE RISERS, AND WHERE SHOWN ON PLANS. INSULATION ABOVE H/WD. FR. (OR EQ) BAFFLE OR r , 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING -� ✓ --• v WALKING SURFACES LOCATED MORE THAN 50" ABOVE DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ,� N FINISHED FLOOR OR GRADE, S WHERRE SHOWN ON PLANS. (OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE DN• 'i. 42" HIGH GUARDRAILS SPINDLE SPACING NOT TO THERMAL ENVELOPE U. BUILDING). N =� ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH 5. INSTALL A5 PER MANU. SPEG.'s \�J��/ HANDRAIL S SPINDLE SPAGIN6 NOT TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. PA55AOE OF A 4" 0 SPHERE. m N �cr_ ° 12 3, 5. GRIPPABLE RAIL AS PER CODE. NEW PLUMBING FIXTURES: 110 �0,, an q. RAILING TO BE METAL. 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. h ( / \ 1O"I D - 5EE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. / 10' PROPANE GEILIN6 COVERED it Q 10 PROPANE GEILIN6 SURFACE MOUNTED PORCH SURFACE MOUNTED I) SMOKE DETECTOR / GO DETECTOR NOTES: FE ICE / HEATERS 'f5T S.F. HEATERS NEW FLOOR: ' MAKER I. CONTRACTOR SHALL PROVIDE GORE: COMPLIANT -- SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 13 I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); - -- ---- HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. SCREW PERIMETER OF 5HEATHIN6 6" O.G. S 12" O.G. ® 2"- - - - - - - - - 2.INTERCONNECTION BETWEEN NEW S EXISTIN6 DEVICES - - - -- - - - - r- - J SHALL NOT BE REOUIRED WHERE EXISTING ALARMS INTERIOR. _ DW '�y - - - - - - - -- A-302 ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION _6 O T - -- -- - - c 3.FIRST FLOOR DEN, SECOND FLOOR HALLWAY S ALL E 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND BEDROOMS PER 6ENERAL ELECTRICAL NOTES ON PAGE G-002. N - 4'-6" (IS) RI 4.SMOKE/GO DETECTORS TO MAINTAIN 5' MIN. NEW TILE FLOOR: cV DN. 17 r ® +/-2" HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS \_ - - - - _ __ - I. NEW TILE FINISH (H.O. TO SELECT) UPON �' 1 � � �� I I I „ S OPENIN05 TO BATHROOMS W/ 5H061ER OR TUB. 14 2,ONE LAYER THINSET(LEVELED PROPERLY) UPON / ° ILei 106 105 Ipq 8-O 8-I 6-4y2 5. INSTALL ALL AS PER MANU. 5PEC.s p 6T b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3. NEW �" DUROGK GEMENTBOARD (OR EQUAL) UPON ( ( FT IN COMPLIANCE WITH LOCAL CODE 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE S 5GREW); , - - -� - - - ^ ^ SCREW PERIMETER OF 5HEATHIN6 6" O.G. S 12" O.G. ® :t m DW - WINDOW NOTE: _ - O4 I. ALL NEW WINDOWS S DOORS SHALL BE WEATHER SHIELD 5. ALL COMMON FIRST FLOOR AREAS S ALL BATHROOMS DN. (_ _ _ - - - - - - 22-5� CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). (O� N IIS �p INSTALL AS PER MANU. SPEC.S. NEW 6" SEAMLESS GUTTERS DOWNSPOUTS; WHITE D - - U Iw- 2.NOTE DOES NOT INDICATE EACH NEh'WINDOW PROPOSED; 15 ALUMINUM (TYP.) w I 6A5 m ? LINE N m Z SEE DEVONATIONS S WINDOW SCHEDULE. O P STOP _ J - I �p w O 3.FOR SUBSTITUTIONS, SEE NOTE #9 IN "GLASS WINDOWS N d) KITCHEN DINING ROOM Q� to 1. AND DOORS" ON PAGE 6-002. 16 PROVIDE RADIANT FLOOR HEATING IN ALL 540 S.F. cv I 18o S.F. FLUSH V N _ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. BATHROOMS KITCHEN DINING AND GREAT ROOM 0 - O Q 5 m 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH � � -"�" � HEARTH\ _ I '� �_ tl1 14 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: iN 5'- 2" I = - - - \ O = Z 6.1. FOR ALL SKYLIGHTS S OPERABLE PANELS OF 0 I,-8„ )� , , I6 FT U, SWINGING, SLIDING, S BIFOLD DOORS -5y2 d I - - L - - - d J �__ - g 6.2. WITHIN IS OF F.F. _ a - - - - - - - L - - - - O J - BA HROOM I O 6.4. WITHIN STAIRWAYS 4 HITHIN 36" OF A LANDING 2�`-��) �, �„ -_- 5'-4° E Q U 6.5. WITHIN TUB/SHOWER ENCLOSURES q-5 \ V BEDROOM I Z b.b. SEE AL50 GENERAL NOTES G'N PAGE 0-002 L-1. SEE FAOE I 200 S.F. O W NDOWS (TYP.�OR ALL)5 FOR �U.O.N.; RO`✓IDE AT A MINIMUM MINO ELEMENTS AROUNDb \ I I I6 t ck✓REAT ROOM L --- _ r LAUNDR COFFERED 315 S.F. Z m (2) 2"xlO" HEADER U.O.N. q` ROOM -cV I I I GEILIN6 I „, 12 0 F- 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 1 _ N N LE 5NYS RTHAN 24 ABOVE 12.2 FOP, P F., THLE AT AT ARE M1TH ORE 1LL THAN 1-72"6HT5 4,�� sb s.F. 15=q1�2' ( I I = ~��u � 0 4 0 Q g%2' �t 5 i_> 4 n m ABOVE GRADE OR THE ADJACENT EURFAGE AT THE 120 _ _ z = N BUILDING EXTERIOR. L 14 _ m w 1 Z m v _ _ _ _ _ _ _ _ a EGRESS NOTE: _ - - - - Q IN COMPLIANCE WITH NEW YORK STATE BUILDING 1 j - 13'-3" 13'-Jy2" - 8'-5" P 3 V Z a CODE, SECTION R310.2.1;THE FOLLOWINS MEANS OF I 109 113, t� EORES5 SHALL BE FOLLOWED: ( ��0 -'��P`�� �� u1J 116 SM/GO ' IOb m d� NET CLEAR OPENINO........... 5.1 S.F. '�_ _ � m m 2'-6" 5'-O" NET CLEAR HEIGHT............... 24 MINIMUM II _1 14 121 PROVIDE CENTRAL VAGGUUM 6" IIT FT cMy N NET CLEAR WIDTH................. 20" MINIMUM D ,I 0 (15) RI �AX� b. 5" DN. THROUGHOUT BASEMENT, \ \ TYPICAL BATHROOM NOTE: I ' Q O ( ) Tr ® IN. 10" FIRST S SECOND FLOOR _ 0 w M 5 I. WALL BOARD -; I N -IN o I.I. INSTALL M015TURE RE515TANT GYPSUM BOARD IN GEN. _ MUDROOM 0 '1y PANTRY in ' A-4oI A-4ol 200 S.F. V 42 S.F. (19 I � MAX.0" 2 10 CLOSET `t 1.2. INSTALL CONALL CRETE BOARD IN ALL 5HOWERS AND MS N (I6) r MIN. ID I 26 S.F. _ - m "' PROJECT: _ _ 14 .i'� -TUB SURROUNDS (l /� O 4'-cl - ?'-I I° - -- ca m _- 115 �^ 2. SHOWER FLOORS / - � �'"' � � � "� �� m I6 S.F. - 53CJ S.F. ____ ____ �L. 0 \ ------ '� B L ETSAS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON � 2 GAR �ARA6E \ 6-O' �j 2.2. CONCRETE MUD-SET (SLOPE I/E>" PER FOOT b-6 3-O 6 - 14 - s P TOWARDS DRAIN) UPON � 1 � � PWDR. RM. i�,l 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 3- ' b;_S cY FOYER I6 :6"� 0 30 S.F. fit BUILT Lo- AUST6M CABINET l RESIDENCE FLOOR, WRAP DRAIN S ATLEAST IS" UP WALLS I S W II-Ij�2 III I-ay:2 4 4 - - _ --1N_� S60 S.F.NEW LAUNDRY ROOM: . 14 \ OPEN TO W_ RAILINOOS UP el -4'-0" O I. NEW WASH / DRY HOOK UP \ ` I6 �2' - ABOVE WOOD TREADS cV ` 2.COORDINATE LAUND. ROOM S DOOR DIM.'s L ` I \ ;� � 114 10 �`p �, 905 WILLOW DRIVE H/ SIZE OF EQUIP. I '� 112 m ET 3. PROVIDE HOOK UPS AS REO'S PER MANU. \ I \ EAST MARION, N.Y. 11939 Ib-5y2 17-10 Q'-8 DRYER EXHAUST NOTE: I ,( AG I \ ` I \ - _ _-- a•0 - _ �_ -l -- - - - _-- -- - DEN I. DUCT SHALL TERMINATE MI EXTERIOR I \ \ \ \ T � � DRAWING TITLE: 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I I 165 \ OPENINGS 1 \ 1 \ � AT AT T � I 2'_6" 205 S.F. 3. DUCT SIZE AS PER MANU. 3- 4-10 4-IO" 2-6 4'-10" I \ I AT , .�y2„ � �� � � „ = AT r-1P2° 13s, s6,, _ PROPOSED FIRST FLOOR PLAN 4.DUCT SHALL BE EQUIPPED W/A BACGDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN N 1 O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO / AG O I \ I 101 SHALL BE LIMITED TO INNECT THE DRYER TO OLE LEN6HE TH5,ST DNOT 0UCT 5�M \ \ 23,_O \2'e?0 GT GT ET \ EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I - - - IN ACCORDANCE WITH UL 2155A. 102 17 10 \ . 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS I D : CATHEDRAL CEINO 1I PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 3'-3"-�`-3'-3"-�1 3'-3"�K-3'-3" ET SCREWS 103 p" m'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER .62 COVERED - ET A-iO;e . ol LOCATION TO THE WALL OR ROOF TERMINATION. THE PORCH ��� / \ h `t MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 0 1 p 55 S.F, in - \ o,, \\/ FEET FOR EACH 45 BEND AND 5 FELT FOR EACH 90 I 5 �j0 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES A'`101 �, i b NOT INCLUDE THE TRANSITION DUCT. \Oy2 DN. ET 4j \'- DATE: 08/12/24 6 OF 19 OELECTRICAL SERVICE: INSTALL NEW ELEC. METER IN YARD (SEE 51T'E PLAN) AS I 2 PER NYS MECH. CODE, $ UTILITY CO. STANDARDS - THERM05TAT: I O I. PROVIDE THERMOSTAT FOR (4) ZONES: O - ZONE 1: BASEMENT FLOOR - ZONE 2: FIRST FLOOR - ZONE 3: SECOND FLOOR d - ZONE 4: SECOND FLOOR MASTER SUITE „ 2. H.O. TO SELECT MODEL; INSTALL A,5 PER 15-�2 q-3y2 q-I I" 6-O _4'-3 MANUF. SPECS 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN SPECIFIED ZONES ABOVE FOR DEN AND ALL BEDROOMS D / 0 PROP05EM FIRST FLOOR FLAN 2,500.8 S.E. HAE3 I TABLE SAGE; 3,0-78.6 S.E. O ROSS AREA SCALE: 1/4" = I'-a" 0ENERAL f<E)' : --- --- SEE FADE A- 104 .00 FOR FLAN SGHE[�)ULES _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.0. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN NE NEW WOOD FRAME (L-0. NEW FOUNDATION WALL 5TL. WHEN APPLICAELE) W W coNEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V J � � © POST FOR 4" WALLS N L!) WOOD FRAME (L.G. _�TL. O 6) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED � O WOOD FRAME (L.G. 5TL. c } i d7 z O . �t WHEN APPLICABLE) a cc (q r-- FLOOR PLAN NOTES 0 4 CV O O O +-' m C� DOOR NOTE: O A/G CONDENSERS: � O � r- (j I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT q I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" C � 0 � J ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL. Q O L O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ON PLANS BY 'THERMATRU' (OR EQUAL). ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 3.NOTE DOES NOT INDICATE EACH NE:W DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS t DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 3 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WE16HT RATING n 1 WALLS,U.D.N. SUFFICIENT TO ACCOMMODATE CROSS WEIGH (D T OF 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS '7. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE,AND AT LEAST 3' FROM WINDOWS/DOOR5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 8 RAILING NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE 4--) 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" 10 VENTILATION 15 NOT MET BY MEANS OF NATURAL ' ` Tr - RISERS SHALL BE CLOSED CIRCULATION THROUGH WINDOWS OR DOORS TO V 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL OUTDOOR SPACES AS PER NY5 MECH. GORE SECTION D NOT EXCEED THE SMALLEST BY MORE THAN J". 405.5.2.5; INSTALL A5 PER MANU. SPE05 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". - + A^ 4. STAIRS SHALL HAVE THE FOLLOHT d HANDRAILS: 36" MIN WING CLEAR WIDTHS: II NEW ATTIC AGGE55 - PULL DOWN STAIR: - �� 7 /L1iJ1 4.1. BETWEEN CLEAR HEIG . i'_ - -- r�... i~ 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. I. MIN. 550 # CAPACITY 4.5. BELOW HANDRAIL RAILS ON BOTH SIDE5: 21I" MIN. 2.51ZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x309 ! 14'-6" 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 3. DBL. FRAMING WHEN NEW OPENING 5'-2" 21'-4" ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4a ---- ----- OR MORE RISERS, AND WHERE SHOWN ON PLANS. INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE OR U 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED RETAINER TO PREVENT INSULATION FROM ENTERING WALKING SURFACES LOCATED MORE THAN 50" ABOVE: DWELLING WHEN OPENED A5 PER NY5 EGG R402.2.4 �` _- - - - - ES O PENETRATE OMIT WHEN ATTIC AGGE55 DO NOTi r f 5. ( FINISHED FLOOR OR GRADE, >€ WI-ERE SHOWN ON PLAN T 42" HIGH GUARDRAIL 6 SPINDLE SPAGIN6 NOT TO THERMAL ENVELOPE OF BUILDING). - - - - - - , ALLOW PASSAGE OF A 4 � SPHERE;36 HIGH 5. INSTALL A5 PER MANU. SPEC.s I - - �- HANDRAIL b SPINDLE 5PAGIN6 NOT TO ALLOW 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. PASSAGE OF A 4 � SPHERE. LYI I RI ABLE RAIL A5 PER CODE.8. 6 PP L NEW P UMBING FIXTURES:L nn 11 r i' W 9. RAILING TO BE METAL. 12 ALL NEW PLUMBIN6 FIXTURES TO COMPLY WITH PC 405. SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. y' -_--'- OSMOKE DETECTOR / GO DETECTOR NOTES: I _, -�_ T _ I I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT NEW FLOOR: _ \` - ` SMOKE/ CARBON MONOXIDE COMBINATION DETECTOR 13 I. NEW PLYWOOD SUBFLOOR BENEATH (CLUE E SCREW); m - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREW PERIMETER OF SHEATHING 6" O.G. d 12" D.G. ® / \' Tl- - 2.INTERCONNECTION BETWEEN NEW b 'EXISTING DEVICES INTERIOR. SHALL NOT BE REOUIRED WHERE EXISTING ALARMS 2.NEW FINISHED FLOOR PER H.O. SELECTION L _ i T ARE NOT INTERCONNECTED, AS PEF1 NY5 R314.4. 3. FIRST FLOOR DEN, SECOND FLOOR HALLWAY $ ALL \ 3.PROVIDE SMOKE/00 DETECTORS AS INDICATED, AND ~ BALCONY I/ tTtT 4.SMOKE/ CO DETECTORS TO MAINTAIN PAGE 6-002. BEDROOMS jV2 Y2 Y PER GENERAL ELECTRICAL NOTES AIN 3 MIN. 1 NEW TILE FINISH (H.O. TO SELECT) UPON S F 1 " 3'-3" T '1'- r -i- 3-ID 2-10 8-1 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 14 \ � � I T TL NEW TILE FLOOR: I 7-8 I-8 d OPENINGS TO BATHROOMS w/ SHOWER OR TUB. O I 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON M - L _L D 5. INSTALL ALL AS PER MANU. SPEG.'sI itl 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON '' - - Cp O IN COMPLIANCE WITH LOCAL CODE 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE $ SCREW); 2 I-A 201 (:2 IN 1 N A-302 -- --- - - SGREW PERIMETER OF SHEATHING 6" O.G. d 12 O.G. ® �-' I A-302 I WINDOW NOTE: INTERIOR. -- _ _ _ O I. ALL NEW WINDOWS $ DOORS SHALL_ BE WEATHER SHIELD 5. ALL COMMON FIRST FLOOR AREAS b ALL BATHROOMS -6 - --- - - - - _�- �`.`} z� -6 TiY CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). - - 14 +' - - - - `fl CENTERED ON INSTALL AS PER MANU. 5FEC.'S. NEW b" 5EAMLES5 GUTTER5 4 DOWN5POUT5; WHITE B - - RIDGE �- m ICT L KT r J En 2.NOTE DOES NOT INDICATE EACH NE:W WINDOW PROPOSED 15 B 210 SEE DESIGNATIONS d WINDOW SCHEDULE. O ALUMINUM (TYP.) O - O 3.FOR SUBSTITUTIONS, SEE NOTE #cf IN "GLA55 WINDOWS �p _ WALK-IN N 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. I6 - - - 34 S.F. 'I{ _ AND DOORS" ON PAGE 6-002. PROVIDE RADIANT FLOOR HEATING IN ALL ry p lo'-I" ' CLOSET O BATHROOMS, KITCHEN, DINING AND GREAT ROOM 5 BATHROOM 3 - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH -�'-4y2" II'-�" 65 S.F. p1 O BEDROOM 4 m 14 b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: Z 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF - 5WINGING, SLIDING, $ BIFOLI7 DOORS D 6.2. WITHIN 18" OF F.F. ' �� �� ASTE� �� ('� 14 \ 0 - - -_ = U 6.5. WITHIN 24" OF A DOOR cu )i- 20q a� 12 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING BED-ROOM ✓ O 16 P, - _ 0 6.5. WITHIN TUB/SHOWER ENCLOSURES - _ 250 S.F. p A � / `�, �i+ O 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 o _ , BATH. 4 �m _ 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND l?1 iJ 4'-Q' -� 4'-O" 10'-5' 13'-II" '-3'-6" `t 87 S.F. O BEDROO 3 p O WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"x I O" HEADER U.O.N. �'"i 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER : - � 1 -� �� J - L - / i� 155 B:F. `r - - rn N NY5 R312.2 FOR OPERABLE WINDOI^15 WITH SILL HEIGHTS "ram - - - ` WALK-IN '� N Z LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'i2" 15 ,.- - - - - - - - WALK-IN VENT DRYER CLOSET n V %" _ : �C --- JJ - - THROUGH ROOF GL._ " r N m (V ABOVE GRADE OR THE ADJACENT SURFACE AT THE r:% :i :%- ® �� - �� = CLOSET = o \S SM GO I-7 25 S.F. (n BUILDING EXTERIOR. -�" - - T 4!S.F. T J 211A ' 214 ._ w N V il EGRESS NOTE: GENTirR i /\ HATCH ON IN COMPLIANCE STATE DING Z , OMPLIA GE WITH NEW YORK T TE BULL �i' ._ - - ,-.-•:-:�- � ..m_- �>:��-_ - in � ' � WATER II DOOR -- GODE, SECTION R310.2.1;THE FOLLOWING MEANS OFKT i"=ter J W O 4 8 pl ----- ECRE55 SHALL BE FOLLOWED: _ - - s.Y I 6 LAUNDRY / GL. p m� _ m 0 in 26 S.F. 8 3 2 G". ... 2 Y ROOM ! - 5M/CO BATHROOM 2 NET CLEAR OPENINO........... 5."1 S.F. - .-. ��-.: __ -- � � -- --- O 60 S.F. 20-I _ „ NET CLEAR HEI&HT............... 24 MINIMUM - ~-- - . -�' .--.~. � --" - .✓°; "s - ' - ,�--� - _� 5 Sy �n ,�: / --- : -'I - -- - - -- - - O 2 ` 4 WALK-IN ` / --- "„�. 1 . ram`= - NET CLEAR WIDTH................. 20 MINIMUM `t - -�"'�..%-'"`_ -=-� � �-��- �.�= r �-:- - - �;�„-✓!� �-.� ,%_ ��:�'-- � I N ' `- I I CLOSET 5 p cv TYPICAL BATHROOM NOTE: _ 3 I I'-O" Tl 212 • _ \ �..�, : ti4'-O' I'-b" = O 0 14 5 1. WALL BOARD ,a , = �� ~ = .'- " .,:: =. - 1- W = 202 :9 _ - `t '� 215 I `0 - O O - !, tt ' 8-8 3-6" Q 5M/GO I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ` `. _ . '"`_ _y _: !" s`•;:a ; t� ;l y, ,. ,"- 12 5 , GSM/GO y2 - I6RT ALL BATHROOMS ` , \,\ ' y F:. ' _,r ' 14 1.2. INSTALL CONCRETE BOARD IIV ALL SHOWERS AND PROJECT: TUB SURROUNDS \\ ` 1 `1 "" ""i ' ; 1 16 --�� (� O 2. 5HOWER FLOORS `` '\` \l \ J J - I .,n. 5M/GO 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON 1 ` ( -'` - "- I 21"f d� \ ' \ ` _ ,� i w :. �- o MASTER �,�0 m B L ETSAS 2.2. CONCRETE MUD-5ET(SLOPE 115 PER FOOT - O;- ,- ' 204 A-�1 _ t I"i R1 k M X,I 8. 5 d � \.� ` , 'y ` °, .:�-� �,,,;<„ ; .,.,�•- AN e_ _-',- , _ I BATHROOM �m O ( ) � TOWARDS DRAIN UPON ,+ 1 - - i y, , , 1 , �.\• --. = ^` ,, - - _ -=-- - = �--�1-:- - -. : 155 S.F. � - - ! I6 Tr'® MIN. 10 - --- 2.3. WATER PROOF MEMBRANE TO COVER SHOWER , 1; ,t• , ; - ,;,. ��_:_ ,- ::� - _ - - :� m RESIDENCE FLOOR, WRAP DRAIN E ATLE,AST IS UP WALLS �n , �, - _ _- - \, 1 4 ` , \` J_i SHOWER JET WALK-IN I .o -1 r STEM CLOSET - -- -- -- - --- ' �\ NEW LAUNDRY ROOM: 5Y I - - -4 - m BEDROOM2 -- 140 S.F. O 1. NEW WASH / DRY HOOK UP , 2.COORDINATE LAUND. ROOM 3 DOOR DIM.si`= �, �, �. �. � �� \� ,�i\ 905 WILLOW DRIVE ti s_, -.. w/ 51ZE OF EQUIP. ,', �y �, r' �` ' J 15LAND ` �J 3.PROVIDE HOOK UPS AS REQS PER MANU. - i -- - �\, � �. 1 ` ,� ', ��` y � � 1,�• -- , -_ "_-�- -- _ -- :=,r �,.. � � UP �� � �. EAST MARION, N.Y. 11939 1 ``. , - r_ ~J - JY OPEN TO PROVIDE GENTRAL VAGGUUM 1 `t t ,`1 ` a`iR ''. '` _ -_ _ DRYER EXHAUST NOTE: ` , ''` (, , ,, �\ ` ` 1'• ;; = ;/ `��I,�" ,., r �` ! - BELOW THROUGHOUT BASEMENT 1 , ,, , f s �'% I FIRST #-SECOND LO R 1. DUCT SHALL TERMINATE TO EXTERIOR ` �\ 1 ~' .� 6-5 ri -�- , \ O _ �. �/ -J DRAWING TITLE: 2.DUCT SHALL TERMINATE MIN. 4' O' FROM ANY -- - , LINEN OPENINGS 3.DUCT SIZE AS PER MANU. 1 , 1 ` s- 5'-4" ry 14'-5" ,�` t,, � 1\, '`, _`. �� :�;.�..�.�-- '_ -��:� f., � cL. I I ,� 5'-q1�2" 13'-4" PROPOSED SECOND FLOOR PLAN 4.DUCT SHALL BE EQUIPPED w/ A BAIKDRAFT DAMPER CONCEALED WITHIN 5. TRANSITION DUCTS SHALL NOT BE c: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO �. �•, '` �, , `i `` 1,� `, '''-,�--""<--:- -" .i�``�"_ ��,�..� -J - - -- --- - CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM !`: 4 y " ` - 'fir- `✓ - - s� ,1 y ' V� 1s+�Y•,,,,r- -_'„- ��^"�/'' i ,._�- .ice ...%;- �. -- r�. -. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ',y AT EXCEED ,5 FEET AND SHALL BE LISTED AND LABELED � � ` - -!!--�'_., �. � - � l �_ --✓- 14-I �- 4 10 4 10 2 6" 2 6�I�-- 41 10 -�1�4 i=--' - s=- --', , o FT -- IN ACCORDANCE WITH UL 2158A. '```` � , 1., � �� , �''" �'' ----�-�--=�' �,!=='' -�% b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RI61D - O�� ! - - %"" = - _ PAGE: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ti ; , , , --==-~✓ --'- /%�r--= :- -- ' /' RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUSTJ _ DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL iI - - '_- 15 -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER `, ` 1 -:%f' = '� �- i� ✓ - -- - - - - �- ■ ��' t� PTA PT PT PT tiff 0 3 0` 1 LOCATION TO THE WALL OR ROOF TERMINATION. THE ` -i,. Oman - :� MAX. LENGTH OF THE DUCT SHALL 33E REDUCED 2.5 FEET FOR EACH 45 BEND AND 5 FEET FOR EACH c10 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES _-- i NOT INCLUDE THE TRANSITION DUCT. `, t `� i--_ ,- ,.-.-:%-'�_--'-"� � -p I 4'-0" 4'-0" 4'-0" 3'-6" DATE: / / 7 OF 19 COVERED 08 12 24 OELECTRICAL SERVICE: OVERHANG l INSTALL NEW ELEC. METER IN YARD (SEE BITE PLAN) AS PER NY5 MECH. GORE, d UTILITY CO. STANDARDS - THERMOSTAT: O 1. PROVIDE THERMOSTAT FOR (4) "ZONES: tiA - ZONE 1: BASEMENT FLOOR ZONE 2: FIRST FLOOR - ZONE 3: SECOND FLOOR E - ZONE 4: SECOND FLOOR MASTER SUITE 2° H.O. TO SELECT MODEL; INSTALL A5 PER 26'-3" MANUF. SPECS 3. PROVIDE ADDITIONAL THERMOSTATS WITHIN SPECIFIED ZONES ABOVE FOR MEN AND ALL y ^ BEDROOMS j O - N PROP05EP SECOND FLOOR PLAN 2,025.0f 5.E. HA517ABLE 5PAGE; 2,025.ci S.E. OR055 AREA SCALE: 1/4" = 1'-0" DOOR SGHEDULE _ FIRST FLOOR L I GHT t VENT SECOND FLOOR L I C HT VENT - -- --- - - - ---- ----- - - - ---- --- - -- _- { - ALL NEW WINDOWS SHALL BE WEATHER SHIELD PREMIUM SERIES; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 DOOR MATERIAL 1L STRAPPING DETAILS. EXTERIOR 4 INTERIOR COLOR TO BE BLACK. **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** LIGHT & VENTILATION NATURAL LIGHT VENTILATION FIRE ----- ------ - -:--_ - _- - — --_-- --._ _ _ --- - -- -- NATURAL SPACE) TI (HABITABLE SPACE) l ON NA d TA6 DESCRIPTION MANUFACTURER p a � U`�i RATING NOTES � --- --- - --- ----_ -- O UJ WINDOW CHART -_--_ --- --- ---- - -------------- - ----- ---------_,------- FLOOR AREA '180 S.F. WIDTH HEIGHT 4Lu 45 MIN. RATED FLOOR AREA 165 S.F. LJJ O ------------------------------------ --- - - jib I SELF-GL051NG - -----_- - EGRESS J C6 L -- JAMB DIMENSION CLEAR KITGHEN/DINING/G.R. % RE0. S.F. PROV. BEDROOM 2 % REC�. S.F. PROV. -- -- " - ROUGH OPENING (FRAME SIZE) OPENING IGHTINO; I % Q t N L MIN. 8 FIRST FLOOR TAG TYPE MODEL � TEMPERED LIGHTING;MIN. 8% ---_- ---__ - -- - ---- - -- - - - - WIDTH REC�2 D• 20 62 4 S F 260 8 5 F. ---_ - -_ _ OF FLOOR AREA 13 -- - - ---- - ) OF FLOOR AREA 2 S.F.5 F 2q 4 S.F.5 F C ram` w~II WID7rl=-- ( HEIC-BHT Ii�.✓' r .,--�.- r - �`,. -`,i-,.--� Iol DOUBLE SWING TBD 6'-O" 10-O -_�- 1== - - 1 • --- �- - -- �Y"IIDTr(- ` HEIC�Hh` OPEN REO'D� 5:"f S.F. VENTILATION;MIN. VENTILATION;MIN, O L 111 ---- --- - -- - ---- -- „ 4% OF FLOOR AREA b S.F. 24.6 S.F. � - �I - A (I) _ 31 2 5 F 202 4 5 F. q,% OF FLOOR AREA 6 - � • 0 VERHEAD - 2 6 i 6-6 2-5 � 6-5 � [� •- GA AGE DOOR „ ---- -- • ___ - - CASEMENT 2666 _ I =__-_---:_----------- +-+ Ln -JI-- , - NATURAL LIGHT VENTILATION L --- _-_-- -- - ---- -- - - -- z NATURAL LIGHT VENTILATION d� 0 --- -- - - --_--- ----- ----- - ---- --- -- O O AT (1) I CASEMENT 2666 2 6 �I� 6'-6" 2-5 6-5 [✓1 [� (HABITABLE SPACE) OVERHEAD „ E ' _ - �' - (HABITABLE SPACE) p103 GARAGE DOOR 8-O L Q'-O° -- - - - -- - ------� J -�I- -- - CD� -- -- - -- - - ---- ------------- B (5) CASEMENT IL 2650 2'-6" 5_O" 2'-5 " l 4'-II ° FLOOR AREA 200 S.F. FLOOR AREACV Ii-_ -- [:_ -___-__ - [[ _ 155 S.F. C 104 OUTSWING ANDERSEN ----- --5-4 8'-O' �___ :__-_ - • _ �� - , 5480PALR r-.- -_- --- -- O �+ CD 105 OUTSWINC3 ANDERSEN 5'-4" g'-o" . GT ( =� 2) !� PICTURE f 4'-O" 8'-6" BEDROOM I % REC�. S.F. PROV. BEDROOM 3 % REC�. S.F. PROV. 0 m a-J r-- ---- 5480PALR - -- L= -- J� ----] N O IL —I�_- -=�' - LIGHTING;MIN. b% - �- __= ---- _- --- - - -- -- -- - - -- DI (2) j I6.0 S.F. '12.0 S.F. LI 0 -- - _-. __ -__ TRANSOM 4'-O" 2'-O" OF FLOOR AREA OF FLOOR AREA 12.4 S.F. 20.6 S.F. Q r- -- / --_ 106 OUTSWING ANDERSEN 5'-4" 8'-O" • \ 5450PALR - - --��_ - - - _ _ _ _ _— L _-- - „ I� VENTILATION;MIN. VENTILATION; • 5480PALR TRANSOM 6-O 8.0 S.F. bo.o S.F. MIN. __ I 4% OF FLOOR AREA 4% OF FLOOR AREA 6.2 S.F. 18.4 S.F. ET 6 OUTSWING ANDERSEN 5-4 8'-O" - -- -II----', I - -J�-- -- -- - - O TWIN G52-2o-66 3'-I I a" 6'-b" u NATURAL LIGHT & VENTILATION NATURALIGHT L- -- --- _ -----__- - -- - --- ---- - - _-_ = -- - --- - tl-- -GASEMENT - --- -- - L VENTILATION 108 SWING JELD-WEN 2-6 8-O • - -- - ---� (HABITABLE SPACE) J J - J = - - -- - - - - -Q_ _- _ FT (3) TWIN G52-28-66 5'-3 " 6'-6" 5'-3 �„ 6'-5 ° Q Q (HABITABLE SPACE) i CASEMENT [ - __- J FLOOR AREA 205 S.F. FLOOR AREA I68 S.F. -- IOQ SWING JELD-WEN 2'-8" 8'-o" • �- - J -- ( -- -- -------- �� - -_ _��--- GT (I) CASEMENT 2050 - -2'-O" 5'-O" I'-II " -4'-II- - U i 1 1 = DEN % FzBo. S.F. PROV. BEDROOM 4 % REC2. S.F. PROV. - -_-- - - - _ - - -- -- it-- ,�---- t•. �- „ J-_— -- - --_--- _ - -- --- -- - ---- - - 1 I10 POCKET' � JELD-WEN 2-4 - 8-O - • --' ( DOUBLE HUNG 4050 �I 4=0 ��— 5-O- 3-I I 4-I I [�� LIGHTING;MIN. 8% LIGHTING;MIN. B% T C l „ 16.4 S.F. q7.0 S.F. - -- H (3) I ---_- - -= ------- _ _ - - -- - - -- ---- _- - --- OF FLOOR AREA 13.4 S.F. 30.7 5.F. -28-36 OF FLOOR AREA r l _J� JELD-WEN 2'-6" 8'-O' _. J I� TWIN - - - -III_- - '- - „ „ V • - - --- -- 3-6 _, - -3 - �3-5 -- -- VENTILATION;MIN. VENTILATION;MIN. --]f - -_- - -' I _-- ------ KT (3) CASEMENT „ II 'I f 4% OF FLOOR AREA 8.2 S.F. =e>0,05.F. 4% OF FLOOR AREA b.'1 S.F. 2'1.6 S.F. ---- -- - ----''-- ------I"------J` ---------- ------- - -- ---- - - w 112 SWING JELD-WEN 2-4 8-O - ._•..- -,--- - -- -- - -- .----- �! -- -- --- - �C -- --------- _ -_--__ - �C--==--__- - ---- -- -- _ - -- - - - --- r -._-- - - _ -- =---=CASEMENT -- 2036 2-O 3-6 I-I I 3-5 _---- -- - _ - -'L---=� NATURAL LIGHT VENTILATION M _- ----- - - L (5) ( TWIN it „ (HABITABLE SPACE) 113 POCKET---- -- JELD-WEN --2-4 8-O !- - --- - - 1, CASEMENT G52-28-50 5-3 --5-O 5-3 4-I I [� -- L J 114 SWING JL----JELD-WEN -2-8 8'-0 -- �- ---- ---� /'I, - FLOOR AREA 200 S.F. CASEMENT 2850 2 8 5-O 2 7 ----- - -. _ -_---- - I+ --I'= M. BEDROOM % REO. S.F. PROV. U --- - ( N (4) ` THIN --- --- -052 20 46IL 3 11 4-6 - 115 SWING JELD-WEN 2-4 - - -- 8-O —J -- •-_ -----_- -_ - t CASEMENT - ---- - L-- - ----- 3'-II �„ 4'-5 �I -------- I ------ LIGHTING;MIN. 8% L -------__- -- „ JL - -- --J - �' - - -- -- - - - - -II- - - -- - ----- ------I-- ---- --- ---- ------- OF FLOOR AREA 16.05.F. 3'ib S.F. i I6 SWING JELD-WEN 2-6 8-O • O RESERVED VENTILATION;MIN. 8.0 S.F. I6.0 S.F. /1 � VJ -= - --- -- _ -- - -- ��- --—� -==PT (6) PICTURE -_ -_ - - 3'-O" 4'-0" -- _----- 4% OF FLOOR AREA 117 DOUBLE SWING JELD-WEN - �- 5-O -� 8-O 1 • i ' --- �----- - NATURAL LIGHT � VENTILATION W -- U (HABITABLE SPACE) JELD-WEN I --- ---------- �---- - -- - -_- __ 118 SWING 2-4 8-O • QT RESERVED - - „ - --_- CASEMENT_= C=_ -___'-!� 4'-C --- 3'-11 1 v-11 FLOOR AREA 140 S.F. Ilq STHIN WING - THERMATRU 2-e, 8-O • [ PIT (I) G52-20-40 3 I I ---- ----- --- __ - � - _ -- - -' ,' - i�--= � � it MASTER WALK-IN 120 DOUBLE SWING THERMATRU 5-O 8-0 • " h W PICTURE WTR4227 4'-3 2-Q 4-5 2-a a CLOSET JL- - I - - --_ - -- — _- -'! - -- - - --- - - — _ — o J „ a o . 1 -- - - -- . ....✓ - -- .� �� ... _. __. , �•,_. . , =, r .. LIGHTING;MIN. 8% 10111 11.2 S.F. 21.0 5.F. I OF FLOOR AREA 121 � SWING --JELD-WEN-- - 1 2'-8" --BI'�"- L=_-•-�---- �---___ �---- ---- --- __ SECOND FLOOR VENTILATION;MIN. 5.6 S.F. 23.0 S.F. 4% OF FLOOR AREA - ---SE „ --- - 201 OUTSWING ANDERSEN 6-O �'-O" • bO611PALR _ J �. 201-A SIDELIGHT ANDERSEN 2-O -- -_---- l - --- 202 SWING JELD-WEN � 2'-4 I 7,_0„= N 205 POCKET�—T JELD-WEN 1 2'-O" '1'-0" I--�- --- - - -) 0 204 SWINGL JELD-WEN J 2'-6" _'-O" LL •_-JI�-----_ -- _ _ 205 SWING JELD-WEN 2'_6" F_ =-0- L• - -- In 206 SWING JELD-WEN 2'-4" 7'-O" • - -- ._ - F -_---- - z�I - --- „ I - �_---��_-_--__-� -- - __ -- - 207 POCKET JELD-WEN 2-8 'i-O ` • z F205 SWING JELD-WEN - �-_ --_ -- - z 0 r 2oq SWING L- o z -- - --- JELD-WEN � 2'-4" 7�_O�� I . , - -- l N z 210 SWING JELD-WEN \ . ?-4 ?-O • 211 SWING JELD-WEN �, 2'-0" T-O" • I III 211A POCKET' JELD-WEN --- 2- '7-0 • 212 SWING JELD-WEN � 2'-6" 7'-O" • 213 SWING JELD-WEN -� -J1 N cli N 214 SWING JELD-WEN IL 2'-4" 1 7'-0")— _-- - - -_- - - -� ------ -__--' o - -- -- - - - -- - 215 SWING JELD-WEN 2'-6" -7'-0" • -- -' PROJECT: 216 SWING 1 JELD-WEN 2'_4„ 1�7'-O" ---•- II - [- - 1- --- -J - - - - - - -- - B L ETSAS -OII �[.-= • 'I _ -., L J RESIDENCE BASEMENT �\ 001 SWING THERMATRU 3'-O" T-O" • • 905 WILLOW DRIVE �� - ----- EAST MARION N.Y. 11939 CI' 002 RESERVED 005 SWING JELD-WEN 2'-8" 7'-O" -- • E_1 � I�o04 --- DRAWING TITLE: �' ------ -- --� SWING JELD-WEN 2'-6° I '1'-O" •__ � ---- -l-----_... �--------- �� - 005 SWING JELD-WEN 2-6 L -i-0 • PLAN SCHEDULES „ II -- ---, ------- ----_--__-- 006 SWING JELD-WEN 2-6 7-O I 007 SWING JELD-WEN 2-8 '7-0 • r 008 SWING JELD-WEN 7'-0" -�-i`--- L PAGE: 009 SWING � JELD-WEN 2-4 7-O • 1-----I------ !' 010 SWING JELD-WEN 2-6 7-O • �10 ■ Oil SWING JELD-WEN 2'-4" DATE: 08/12/24 8 OF 19 4 l _, �-��- vi;-�,---�i^'� "'�_-�'-�/'-�/"'�/ `` /'" `'✓ fir'-'v'_-_ _�",_._��..-v- -. -�" '�/' V'-�' ✓ �/"�i-`./_' v^�%�✓' ✓','�.,- 17 '�•Jfr��fi1.,11,t,.�,']',[•�.,. ,. �4----------.--i t� r�l•i'n 11 f i .I �k4 jy,`.•,1'T'T fi (.t,.L�.' lI'�fit 't T /� 1 TT�',;iir? ,, _ __ 1 _ *r"-'•7` Y.1 7 CL { '" :'�-,-y� ' `4:`>•,ia.t.�. r 'x,4 t'" �' , r'e;t't" rr r;..f_ 7 a `Y, , J_�T!- YJ L 1 1_ 11 1 o_?� _i_ i-T_t. J co ,�s,�... ,�� `�_� ,�T;� . _i_ -�-_ -�_ � - -��-- .L._C�. _ L i M T u _1 L�J O 1 L �-- , PROPERTY LINE p - - - - - - - �- - EXIST. AVERAGE GRADE - _ - -,-_- ( { �. +-+ � LIB C_ 1- - -- - - _ r'r� ' - - - -, L - ELEV. +54.5' I �� -; 1 i ! - 1 - -I ] T 1 r.. - 0 b7 z cc -I- ..L i I r r -1 - -i - - - - -t- - L P - _. - -' - - iT a �CRTH-EA5T ELEVATION (FRONT) L � - - � � � i T 17 1 7 � 1 � 1 i ��I i ; IA c G x U (�J — _ 1 .J_- -- — , �L��L� — — — — — 1 0 50ALE: i" = I5'-Off --. - _ _. _ _ t i / "�- � -f -! f ff f ff .i._. _ �.._.ii_./T.,.�l_ t- .]_ T, 'T r') --' -- -- .._.= �✓ --- '--- / ^--- ✓ � -_' _- _...� , _..- - . __, ._ i -1 f f I I � I I-8 I-8 -i I T- I i i {- 1 -r-•-r-' T '� � O /Q fB r LL u O - --- 13 x- �_ III t..J I f i - - - •� III DI D2 DI - _ �_ n ' j O — - -- 7 W 1_ _ _L %a_ L 1 ..l_ L_1i . T T T T i ► —I—� r T T T I - --- - - -- _ -- -- -- 4 � . - 0 x V � I I i GT GT I - - \ i \ I O O u I t m I I II I I I II � I I II 4 Q C� �� I Cn AT AT T T� i p � ET , I ET ET � ! i I I'I }} 0 o I � iWORM "L=CH) - O � q t I LIB — _ _JIB III- III I IIII I'll I I o I IIII = = �1111 � III O III II 0 L- -- = N � J � NORTH-EAST ELEVATION (FRONT) z i 50ALE: 1/4" = 1'-O" U 0 O li ;.�� ,7I,11.1' Fn _ 1 i 1 ' 3 O 0 �] N rT�j I to � m U , c. ��1111T. I -1 1 L"-� _I 1 W iY l Y 11I �. �_ _f- Z o Fmi PROPERTY LINE1, 1 ,I ,1 -pL .__O__I I',I'I I�II,,II� � �_r - - - � - _ _ - - , -- - - - M _ T _. 1 - T r,1 P all gyp ( I N IN y _ _T^ tiT i - - Lr - - o NORTH-h1STL :�ATI ON (ill O�tT �1 D ) -- r -- .. ,- -- �- - -O 14T_i4jTw_jTLr�_yI 5GALE: I" = 15'-O" ITT.-T T i- -� T - ------— 1 PROJECT: OI I Y SEE NOTE ATBUILDING SECTION FOR MINIMUM / PT /// BLETSAS CONSTRUCTION STANDARDS — \OO // I 1\RT / � RESIDENCE 2. H.O. TO VERIFY FINAL COLOR S MATERIAL SELECTION - BEFORE INSTALLATION / \ / d OASPHALT SHINGLE ROOFING ?BY 'GAP' (OR EQUAL) r - IA (MIN. 50 YR. WARRANTY) i 1 j r I � 905 WILLOW DRIVE OPROVIDE CONGEALED FLASHING AT ALL ROOF 1 EAST MARION, N.Y. 11939 2 INTERFACES. ROOF CRICKET (TYPJ: _ _ — — DRAWING TITLE: O3 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD 1 LAPPED IS" IN ALL DIRECTIONS 4 FULLY FLASH. r ------ --- --------- PROPOSED EXTERIOR ELEVATIONS TYPICAL 51MINO: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 13 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION -- I�--------- --// \\----I BEFORE INSTALLATION 4� STUCCO; H.O. TO PROVIDE COLOR SELECTION / \ PAGE: NEW 6" SEAMLESS GUTTERS � DOWNSPOUTS; WHITE 8 ET 6 \ FT /• \ FT / ET \ / O ALUMINUM (TYP.) 0 10 J. \ / EGTRIG METER; INSTALL PER NEW EL M i I O UTILITY GO. STANDARDS / O / J1 AREA VENTS; SEE NEW UNDER-FLOOR � I J DATE: 08/12/24 9 OF 19 O FOUNDATION PLAN FOR SIZING REQUIREMENTS - �- — �- --� NEW A/C CONDENSER ON GONG. PAD OR OTHER O APPROVED GROUND SURFACE (SEE FLOOR N PLAN NOTES) O NEW CLOSED P. Cl STAIR 07 to CHIMNEY FINISH TO BE STUCCO; MATCH COLOR O I IIII IIII I " a PROPANE FEULED GENERATOR; FILED UNDER H II SEPARATE APPLICATION 12 RAILING NOTE. I. 42" HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO j� ALLOW PASSAGE OF A 4" m SPHERE;56" HI6H NORTH-l�IEST ELEVATION (R I O HT S I )E) HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW PA55A6E OF A 4" 4) SPHERE. 50ALE: 1/4" = P-O" 2. 6RIPPABLE RAIL AS PER GORE. 5. RAILING TO BE METAL. CI)L 10 Lu T JJ cy)_YT I I ' < I F �] J_ L I.. L 0 T J­I I _0 I J­ T T' 4-J Lo >: (.0 I TIT,__11TF I i I 1 1 j I I I I I T I T­-,1 0 00 z 0 T­ 1�TT-1— I I I I I I T cl- cc c\j x =0 7' IF J­ 1 1 T 1 -11 J­ 1- 0 0 0 4-J m •-Z 4-J c C\j C; cu Lr) T rY-T J, _ 4 ryl 1 r 11 1 fi < --FT -7 T t S 201-A _0 T Is I I L 0 L -T- III _Y1 -H F III I I �1'1- T_[ I IT (D I A- t L 1 1 [111 H H ., I L I 1- ti.Ti 1_u -1 1_ITY, I I i I F i F T_i I i i 11 1 1 i I I I I I I I I I I k I I I I I I I I I I I I I 1 17 1 111 ] 1- 11 1 • J- I I TIT' I I I III I I I I I T-1- 1 1 1 1 1 i I I I L I I I I L j j Tw Al'YY I I ' I 'Tt I ' I I I iTt I + 41-1-- r T_T T" C) c �F A O Ff- Al EF] IF] A Lf ] LA r LL \GD JL EF A kL \V -F z 0 II F_ Ln z II SJ UJ _F C-) 0 a z 0 SOUTH-NEST ELEVATION (REAR) t; D z It 0 50ALE: 1/4" 1'-01' V) U) V) z 0 P) 04 z 5n) 0 ui _j 0 ELEVATION NOTES 0 0 TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION -L. _1 I j L. 1�_LTATL 04 C14 BEFORE INSTALLATION I I F'T`T 'IT I- I W C-4 OASPHALT SHINGLE ROOFIN0 51r 'oAF' (OR EQUAL) i t (MIN. 50YR. WARRANTY) PROVIDE CONCEALED FLASHING AT ALL ROOF I -T PROJECT: INTERFACES. i __T TFIT I I T I T__ Ill T _r"T-1 1 -T--I---'I -F - _1 ROOF =T (TYPI T T I I� 1111� 1 1 oRior,r BLETSAS Vx4" FRAMING a 16" O.C.;PROVIDE ICE SHIELD I T-L LAPPED IV' IN ALL DIRECTIONS 4 FULLY FLASH. J Ty 1 11 1 1 1 1 1 1 1 F 1- _T_J-1- _T J­ I i'Ya-,_T_�T�_Ftr_1 RESIDENCE TYPICAL SIDING: I L I I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION 905 WILLOW DRIVE STUCCO; H.O. TO PROVIDE COLOR SELECTION E AST MARION, N.Y. 11939 NEW 6" SEAMLESS GUTTERS DOWNSPOUTS; WHITE ALUMINUM (TYP) DRAWING TITLE: 'z / - /- PROPOSED EXTERIOR ELEVATIONS ONEW ELECTRIC METER; INSTALL PER L UTILITY 00. STANDARDS TT j;or NEW UNDER-FLOOR AREA VENTS; SEE 7- it O FOUNDATION PLAN FOR 51ZINO REOUIREMENT9, T T f �T I NEW Alr. CONI:�)EN51ER. ON GONG. FAD OR OTH--:P, APPROVED GROUND SURFACE (SEE FLOOR ___F I TYiTl��, I'l PAGE. 4-j-7 =71T , PLAN NOTES) ■ Oq NEW CLOSED P. CONC. STAIR 10 CHIMNEY FIN15H TO BE 5TUC,00; MATCH COLO;Z DATE: 08O /12/24 10 OF 19 OPROPANE FEULEM GENERATOR; FILED UNDER SEPARATE APPLICATION RAILING NOTE: L 12 I. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT 70 ALLOW PASSAGE Or A 4" 4P SPHERE;56" HIGH HANDRAIL t SPINDLE 5FACINry NOT TO ALLOW HANVP PASSAGE OF A 4" (P 5FHEFZ. 2. ORIFFABLE RAIL AS PER C,Or�'F_ 5. RAILING TO BE METAL. @TRIM NOTES: z ) I. PROVIDE 4" STUCCO TRIM AROUND DOOR AND WINDOWS, COLOR 70 MATCH STUCCO FACADE. O O 0LI T� I i L t_ I I E I T-11 1 ir I F I Fi I I I I I SOUTH—EAST ELEVATION (LEFT SC)E) PROPOSED RIDGE HEIGHT BUILDING SECTION NOTES 12 ELEV. +66.1' ----------- ------------------------------------------- --- ------V- ----- - V ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ROOFING AS PER ELEVATION NOTES 2.INSTALL ICE AND WATER 5HIELID FROM FASCIA UP TO I Q 24" FROM INSIDE FACE OF STUD Y4ALL AND AT VALLEYS 0 W OVER :ry W (B 3.INSTALL 15 # BUILDING FELT (U.O.N.) OVER I tY � J 4.1/2" GDX PLYWOOD SHEATHING (BL.00K ALL SEAMS) ��� � HIPS AS REa D CV RIDGE )5. GAP SHINGLE OVER ( _ Q 6.PROVIDE RIDGE VENT AS REa D -7. FLASH ALL VALLEYS 0 8.INSTALL DRIP EDGE AS REOV ATTIC 2 1 0 e- q. INSTALL ALL AS PER MANU. 5PEG.'s = 0 i 2 TYPICAL ROOF $ CEILING CON5TRUGTION: 3 'L 1 Lr) (o m Z p O • NEW ROOFING AS NOTED i �- � (.0• 1/2" GDX PLYWD 5HEATHINS (BLOCKING ® ALL PLYWD - BEDROOM 4 4 • -Y d• SEAMS) X CV • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) ___ � 0 0 a--� � iv 0 C4 • PROVIDE R-41 BAIT INSULATION I^IHEREVER ALLOWED 0 m 4 PER ATTIC, SPACE; IN ALL OTHER AREAS, PROVIDE -T" N Q C6 THK. SPRAY FOAM INSULATION (R 4q ® R-VINGH) _ O Z Q 0'- d 2: 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES O m NEW EXTERIOR WALL CONSTRUCTION (T(P.): _ O • " K"TYVE HOUSE W °RAP (VENTED) (OR EaUAL) UPON PROPOSED RIDGE HEIGHT - - ----- ° � ELEV. +51.4' ------ --�� • 1/2" GDX PLYWD. 5HEATHINS (BLOCKING ® ALL PLYWD O n1 SEAMS) UPON ' W • 2"xb" STUDS ® 16" O.G. W DBL. TOP PLATE m 3 1:2 12 • MIN. R-21 BATT INSULATION • 5/V' GYPSUM BD. WALL FINISH -- PROPOSED SECOND FLOOR NEW 5IDING NOTE (TYPJ: ELEV. +47.1' ------ ---� �- - ----- Y r O4 I. INSTALL NEW 5IDING AS NOTED ON ELEVATIONS 70 2. TYVEK' HOUSE WRAP (OR EQUAL) A, O 5 _ 3.INSTALL ALL AS PER MANU. SPEC.s 5 GREAT ROOM ' r U 4.PROVIDE ALL NECESSARY TRIM FOR PROPER •FOYER INSTALLATION 3 3 mV' DEN 5. 5IDING SHALL EXTEND TO TOP OF FOUNDATION WALL A-402 5 TYPICAL FLOOR CONSTRUCTION:_ --- O I. FINISH FLOORING TO SELECT \I (t1 2. 3/4 T46 GDX PLYWD. SUBFLOOR GLUED 8 SCREWED 5. F.J. AS NOTED ON PLANS - AT 5P, - > _ANS OVER 8 INSTALL I 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION ON (ONLY BETWE.,EN FIRST F OnRAN�- OUNNATION 5. 2 THK.tPRAY`FOAM'AT BLDS. PERIMETER RIMJ p t rV l 1 A M A MIND B SE NT HALL E W FRA -- -_-- __-- - 6 O I. 2x4 P.T. Ib" O.G. WALL FRAMING � I � 4 I 2. R 15 BATT INSULATION W/ < I MOISTURE BARRIER PROPOSED FIRST FINISHED FLOOR ALL B \ ✓ �' ( ! LA �� �J v J 5. " GYPSUM WOARD FIN15H ELEV. +36.4' I-A SOUND BARRIER WITHIN INTERIOR WALLS: //////////// J " SOUND TRANSMIFILL INTERIOR SSION GLA55 (TG)INSULATION FOR AIR-BORNE A AVERAGE GRADE - /\\ \\\//\\ \//\\//\\/�\j%\\//\ \� / /�\j/\j%//j\ ;: BASEMENT BEDROOM g i BASEMENT NOISE OF NOT LE55 50 AS MEASURED IN ACCORDANCE ELEV. +34.3' \\/\\/\\/\\ \\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ FINISHED GARAGE SLAB ------- /\/ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \/\ 1 i\/\/\/\/\ . /\/ WITH A5TM E q0. _ //\� \//\//\//\//\//\//\//\//\//\//\//\//\//\//\�/ / // _---- -- i // // // // / / / - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ 2 --- ----- \\ \\ \\ / \/\\/\\ ELEV. +33.7 A-402 m \\ \ \ \j \/\\\ \\ \\ \\�\\/\\\ \\ \\ \ \\ \\ \\/\\\ j �\j\ • Q z b // / // // // // // // // // // // // // //,// \ \ \ \ \ \ � b o- Ieq• Li I H O O riN i I III 6 BASEMENT FIN15HEM FLOOR ELEV. +26.2' --------------------------------- � z 9 4 O SGTi ON I - I/ -�O I A-4n� SECTION 2-2/ -JOI SCALE: 1/4" = I'-O° 50ALE: 1/4" z w f 0 z O z U _T_TTYY- _J_ � T -_1 �- �-,� r- -�-_ PROP05ED RIDGE HEIGHT (n p - 1 _-�_�-1_l.r L a _i_ L _i- � _:___i. L- -L 1 1 .1 --------------- - - - 1 - i ELEV. +63.8 (n = N 12 z V - - `n _I -� w O ;- � IT �_� T - � III a o I I 4T- F I F J f, �- o L) n -- T�FY -1 1 1 1 1 1 1 / ATTICa-- y N N O N -- -- N. GL•\ M. BATHROOM r \\ 0 0 PROJECT: B LETSAS 3 } RESIDENCE PROPOSED RIDGE HEIGHT = ELEV. +51.3' ------•---------------------� \ 4 ._- Fr v ----_ \ I ° - -- --- ----- _ 12 905 WILLOW DRIVE 5 - - PROPOSED SECOND FLOOR ________ -_ - _ _ EAST MARION N.Y. 11939 2 - - - - ---- - ---- -- --- -- ------------- ---------------- ELEV 4'IQ �. _ _ i ---- -- -- -- - - --- - - - - DRAWING TITLE: J GARAGE LAUNDRY RM, MUDROOM BUILDING SECTIONS I - II - I O S O 4 _ L - PAGE: � III - -------- ; P OPOSED FIRST FINISHED FLOOR -_ ,�`------- I A-3 0 1 m 0 M"mL ELEV. +36.4' _-_-- -- ck - DATE: 08/26/24 11 OF 19 FINISHED GARAGE SLAB 5 MEGH RM. _----- AVERAGE GRADE ELEV. +33."f' IELEV, +54.5 r7l En S�GT I ON �-�/�-�O I � r �r sir,•- _ "•�:a�,, , SCALE: 1/4" = 1'-0" - ��,� -------------------_----BASEMENT FINISHED FLOOR ------ ELEV. +26.2' �. SECTION 4-4/A-301 5GALE: 1/4" = P-0" 4� I BUILDING 5EOTION NOTE5 ONEW ROOFING NOTE (TYPJ: I. IN57ALL NEW ROOFING A5 PER ELEVATION NOTES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO -i - - - - �" - _ 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS -` -- -`-�-�-�-`�-- --- ---- _—_—_—_—_—_—_—_—_—_—_—_ PROPOSED RIDGE HEIGHT OVER _ _ 1-- ri 1 L.,._1 ------ ELEV. +63.&' W Lu 5.INSTALL 15 # BUILDING FELT (U.O.NJ OVER _I T ,� F TYj- I JVTI 12TYJ F CD 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) J M 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) _ T r - - - Q _ CV b.PROVIDE RIDGE VENT (AS REOV) ,- _- 11TT1 �I I Q Lo -I. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE AS REQ'D -� _ - - -- - - _.._ ._" ... I, - T - - - O .- L ly q. INSTALL ALL AS PER MANU. SPEG.':a r _ y r- TYPICAL ROOF 4 CEILING GONSTRUGTION: 2 ATTIC ,�' 0 z - 2 • NEW ROOFING AS NOTED 1 a Q ^ O • 1/2" GDX PLYKD 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD c6 C9 SEAMS) _ % >1 V • IG.J., d G.T. AS NOTED ON PLANS (® SPANS OVER - --- - — c X CV 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) ;� /- BATHROOM 2 BATH. 3 _r Q O Q .�..i co • PROVIDE R-4q BATT INSULATION YyHEREVER ALLOWED - PER ATTIC, SPACE; IN ALL OTHER AREAS, PROVIDE T' O m . f>3 THK. SPRAY FOAM INSULATION (I ® R-"/INCH) _ Q or- L 2 PROVIDE 2 THK. SPRAY FOAM INSULATION ® EAVES NEW EXTERIOR WALL CONSTRUCTION (TYP.): O - "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON I 1/2" GDX PLYWD. 5HEATHIN6 (BLOOKING ® ALL Fill ^ ` SEAMS) UPON w 3 > o ■®. • 2'W STUDS ® I b" O.G. w/DBL. TOP PLATE MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FIN15H 4 g',' I s - - °-� I NEW SIDING NOTE (TYP.): 7 4 JT I. INSTALL NEW 51DINO AS NOTED ON ELEVATIONS �- -— Lu T _ll t�T _�_T I _—_—_—_—_—_—_ PROPOSED SECOND FLOOR 4- 2."TYVEK" HOUSE WRAP (OR EQUAL) J I l I 1..T.1. ELEV. +4-TA' 5.INSTALL ALL AS PER MANU. 5PEG.':3L_,,__ U 4.PROVIDE ALL NECE55ARY TRIM FOR PROPER ' INSTALLATION - n 5. SIDING W SHALL EXTEND TO TOP OF FOUNDATION ALL DEN GL. BEDROOM I Vf TYPICAL FLOOR CON57RUCTION:. - - - - -w~ v,✓�r -� �r T4-1 1 - , M O 1. FIN15H FLOORING TO SELECT ✓'' v'V' /' "F 2. 5/4" T66 GDX PLYWD. 5UBFLOOR GLUED d 501i 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL J X' BRACE 0 MIDSPAN Jc 4. MIN. R-30 GATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) "�� 5'2" THIC:,�I'RAYFOAM AT $LbG.�'>:�E cR RIM JOISTS-'- I I i _O b BASEMENT WALL FRAMINGL11 ------ • O I. 2x4 P.T. I6 O.G. WALL FRAMING -- -- ' l - 2. 1 BATT INSULATION W/ / r If r- ; M015TURE BARRIER l I 3 J" GYPSUM KALL BOARD FIN15H PROP05ED FIRST FINISHED FLOOR -- ----- — ELEV. +36.4 Q SOUND BARRIER WITHIN INTERIOR Wl l - - t-X---- --------, --...---- - - ------------- W WITH -- --- ----� FILL INTERIOR ALL5 TH INSULATION TO. PROVIDE A °x'XkkXXkXYXk � k00k1 XkYXOk � �00 ClX���3��... SOUND TRANSMISSION GLASS (5TG) FOR AIR-BORNE - NOISE OF NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E qo. { BEDROOM I' BASEMENT AVERAGE GRADE ELEV. +34.5' 2 i A-4021 I - 4 i � b b to BASEMENT FINISHED FLOOR Z ELEV. +26.2' N / 9 ail 55G7I0N 5-5/A-302 Z W O ' 0 Z O L Z -( i I-�TT I I _— --------------------------------------------------------------------- PROPOSED RIDG 0 L_.�_���._.— — E HEIGHT L) T� TY I _ �. _ ._ __1 .-. _� I. I �. ELEV. 64.0' N N 1� - - 1 1 _ _1 �- r I- _I � I - + w (n o 1 >- T r _O T _ T I PROPOSED RIDGE HEIGH 2 Q T -T ELEV. +61.01' 0z I- - - 1 .1_r - -� I - . - r I r rf� 0 IN T- �.. - iTTi �. M _ TI �, 1 i r BEDROOM 4 W.I. CLOSET k�o PROJECT: 4 i T _ BLETSAS i 1 'I RESIDENCE S IVCE I � ITI _ _ _ _T_ 1 1 'I III _ - - - - - --_ I l � �- 905 WILLOW DRIVE 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 II II II II II II II II �I I II II II II II II !II II _ r I --- I � - O O D GON-D-FLOOR R, EAST MARIO N.Y. 11939 - 1_ L ELEV. +47.q _ DRAWING TITLE: --------- � KITCHEN --------- -- ----- --- --_ --- — -- BUILDING SECTIONS I i o III - o I I I.. - � I I : � I PAGE: LJI — i IJ y } i i -_----- -- --� T it P%7302mol - --- I� PROPOSED FIRST FINISHED FLOOR , J - - - -- -- - -- - �------- ELEV. +36.4' -- - --- - DATE:O 08 26 24�OO�OO��I�_ �O���O��'��.�O�O��OO�rO'�'a0 '�'�� ��'�'��'�'� '• a • -- / / 12 OF 19 /\;j\�j�j�j\�j\/\�j\�j\/\�j��j��j\j��j BASEMENT AVERAGE GRADE ." • y\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \\j\\j\\j\\j\\j. , \\j\ I ELEV. +34.3 \ j�//��/j�/j�/�//j�/j�/j�//\\�/ : -- — — is h�.����` ' •` '", a:�'� t. - -- o \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\r\\/\\/\\/\\/ N\�\\ \\ \\ / �� \// /\\\/\\j\� \/ //\//\//\/ ------------------------------------------—-----BASEMENT FINISHED FLOOR I (,;�•p `. _er' ^ ELEV, +26.2 A _ 0ENERAL. S`r'�50L= <E`I' : EX15TINO TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. Q �--1 EX15TINO TO REMAIN WHEN APPLICABLE) Q Lu �-----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W � ---i � 5TL. WHEN APPLICABLE) J fy) NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL L oi WOOD FRAME (L.O. 5TL. POST FOR 4 WALLS 0) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p P05T FOR 6" WALL5), U.O.N. _ O RWOOD FRAME (L.O. 5TL. 0 O O_ z p d"WHEN APPLICABLE) co C9 X N 0 O O 4- 4-1 O m 4-J � O CV O c6 O • PROPOSED ELECTRIC O rc SERVICE TO POOL �✓' �/-�/ �'✓ �✓�r�/~ V � �'-�/ ✓._�\/W' �,� ^v-�/"� HOUSE PPOP05EDWA5TELINE /- - - - - - - - --- - - - - - - - - - - - - - - - - - - FROM POOL HOUSE - - - - - - - - - - - - - - - - - - - -- - - - - - -- -- - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -0J 4J / / - - - - - - - - - - — - - - - - -- - - �- — -- -- -- - - — — — — — — — — — — — — — — — — -- -- -- - — -- -- — — -- — — — CL ( U lK v h � - 0 c I uP 0 } rim PROPOSED WATER — SERVICE TO POOL - - - — - - HOUSE \ (5) 14 2.OE IGROLLAM DRP. 61RDER _ _ .. 4 ! W/(:2 " 5TEEL FLITCH PLATES DBL RIM ( " THRU BOL S 12" O.G. UP AND L:N I I I I PROPOSED BURIED I J L tl I I &AS SUPPLY LINE TO WET B R POOL HOUSE PROPOSED BURIED WATER LINE FR�OL \ _ ° tb RECREATION 1 I Q' •'° — J U'�•'� ^--�...�.•� ..✓�;^.�r�'-.ei'�--��-•. ROOM r V I Z -A MECHANICAL — o ROOM Fr-7-i _ (S) I�4`2_OE IGROLLAM DRP. 61RDER _ - _ __ _ _(5) 14' 2.0E MIGROLLAM DR . 61RDER O I - o��� ° �5 � • -i M LAUNDRY 2.OE M\G FL\'CGS P� 1 II ( - ROOM } /^ v w N o p HALLWAY tt I -�✓ - �/ �,.-`�`-'�,� ( 5 I GL. w w1� ( 1 -- I BURIED < v Z a 1 .• ` _ _ �y Ln _ u� I ELECTRIC LINE 1\ .. � 1 _ v M BATHROOM 5 v 1 \ u FL5H HEADER 0 t! O 8o S.F. _ O — . IL HALLWAY ® }� m ® tii M N BEDROOM 6 = 0 OS 1 = cV ® r -. 559 5.F. �p ~ , p O O - - o - m 1 ry .I \ PROJECT: UP r V (2) 11.9'15 LVL ` "• . \ - • •• 1 I "'? O FLUSH HEADER < m �/ SLIE B L ETSAS 1 ' \ I GL. SIMPSION HANGER �Cv \ ED DB RIM RESIDENCE _ 2 I I.5 7 LVL FLUSH HEADS 1 a tl �75 14" 2.0E MICR L DRP. 61RDER _ UQQ l 1 ` -- v� DBL RT�T—— ®30 �•�` I I• ° / 1 WALK-IN ,; %„ 905 WILLOW DRIVE CLOSET = 0 I �_ �8} T , /..' �- '�- ^�. OC $ry v� m �� \ ' ``�'� BEDROOM -t ® 3o EAST MARION, N.Y. 11939 6. 1 � •, °. . i � I Q \ I60 S.F. �g DRAWING TITLE: 9 \ J PROPOSED STRUCTURAL PLAN L - - - - - - - - - - - � \ PAGE: PROPOSED BURIED - - - - -- - -- -- -- - - - --- -- -- - - - -- - PROPANE LINE e 0 :10 0 1 PROPOSED " SEPTIC LINE I— — — — — — — — — — — — — — — — — L DATE: 08/12/24 15 OF 19 /pr •�tr p. FROFCSEl7 FOUNDATION STRUCTURAL FLAN SCALE: 1/4" = P-0" GENERAL SNr 50L EY : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) a EXISTING TO REMAIN NEW FOUNDATION WALL Lu NEW WOOD FRAME (L.G. I---�—=-i , � � J O 5TL. WHEN APPLICABLE) I/ _ MIN. (2) 2"x4" 5TRUGTURAL V NEW I HR FIRE RATED El � O � WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL C POST FOR 6" WALLS), U.O.N. _ "0 O � WOOD FRAME( G. 5D. Z WHEN APPLICABLE) d .O O OCfl U � O 2 X :3 CV 0 O O 4-J � O m .+-' 114 (V O O cp Q a: O W 4J U •— (D • - W - --- - -- -c + - - -- U c: (5) i 8'15 LVL FLUSH HEADER - (3) 11.815 LVL FLi HEADER - (5) 11.8"15 LVL FLUSH HEADER - Q •`` ^^ ? v VJ Up / - V v r O / — — — -- — COVERED / TRP. 2 xb PORCH TRP. 2"xb" ? U TRP. "lb" POST PAST Ic 0 / POSTI V (5) 11.5"15 LVL FLUSH HEADER -- _- -- BOLTS12��EL 17P A D DN ROUGH - _ _ - (3) I i.b 15 LVL FLUSH HEADER - ® -{ ) q.5" LVL HEADER- - - - - LINE OF SECOND - l DWI - - - - - - - I - - --- --� C - - - - FLOOR ABOVE T- i _ (3) 11.815 LVL FLUSH HEADER- ( �� ON. o (4) 118'75-LII lLA LUS-WH D R- 7 713 (3) " S - E -- -- - i � - - -- _� ) CIS" LV L-HEA- DER - LITH PLS � - --- --- 9 i' -_-- 1 1( p_ N r w LINEN POST 1, f .ITGHEN I DINING ROOM 2 _° $ O 1 z I_< BATHROOM I GREAT ROOM 0 10 _ v _LU tu rr_ _ m N Lu uNDRil Y Roo — — _ _� I __-- _ J Q o NEP p p GAUFERED I p BEDROOM I Q M O rr rl -- 2) (3) I1.8f5 LVL LUSH HEADER w/ (3) I1.8,5 LVL FLU H HEADER W/ M It - - — N N _STE FLITCH PLATES - �- -{2) -STEEL-IF ITH PLATES � — - - - - � �- �, -- - - - BEARING WALL p - pp TRP. 2"xb" POST Q TRP. 2"xb" POST TRP. 2"x6" POST • O O W/O ) REF. BEARING WALL _ 0 I O DBL. "x4" POST r--iIII PAD OUT SWRAP -_ I 5M/GO I %N;pDtR (2) q.5" 'VL HEADER I W/ Ix P.P.P. m SM//0 PROJECT: ON. � cv 0 IL (2) 11.515 LVL FLUSH HEADER w SEA ING WALL _ BLETSAS iT7 m ( 2 q.5" LVL HEADER -,,%T � PANTRY `�n V - - N ® 3 ® WALK-IN RESIDENCE 2 xb POST ® N _ CLOSET .0 2 GAR GARAGE / 0 TRP. 2"xb" POST O (2) 11.575 LVL FLUSH HEADER cv \a = - ) 1:8'75-L>/L FLUSH-HE AD R Ir F, 905 WILLOW DRIVE c TRP. 2 xb POST �p °�� GL. PAD OUT d WRAP -A 7 EAST MARION N.Y. 11939 b C� W/ I x P.P.P. tV ' r yj FOYER � UP r v -TJ1--23O-Tf:B'15 DRAWING TITLE: \ \ r PROPOSED STRUCTURAL PLAN OPEN TO LINE OF 5EGOND 4IQ" \ \ FLOOR ABOVE LINE OF SECONCI Q TRP. 2"xb" POST FLOOR ABOVE ivJ�1� DEN TRP. 2"xb" P05T TRP. 2 6" P05T (2) II.B'15 LVL FLUSH HEADER -J 0�°�. ,�w ABOVE PAGE. Admi ON S LO2001 1 � � LINE OF GARAGE TRELLIS COVERED uw DATE: 08/12/24 16 OF 19 PORCH °v / \ zx�wry / \ N - � Q (5) -1.5 LVL DRP. HOP" ®w _ WRAP WITH Ix AZEK p -ON. 4 li t rz (� i ROFOSEl7 F I R5T FLOOR STRUCTURAL PLAN 50ALE: 1/4" = 1'-0" OENERAL 5Y1�50L KE"%r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. a Q WHEN APPLICABLE) EXISTING TO REMAIN (- � NEW WOOD FRAME (L.G. �� NEW FOUNDATION WALL ui u co -i 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED �,� MIN. (2) 2"x4" STRUCTURAL V Q M LN ' WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. — "a O NEW 2-HR FIRE RATED 4-J r)� U-) y: C9 WOOD FRAME (L.G. STL. p O z O WHEN APPLICABLE) CL X � CV p O O +� C.O 4-J O m � Lo o C N O co W 4 J U • - -�-j m c- + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — QD / I N NII I / I / BALCONY I BL. 2"xb" POST DBL. 2"xb" POST — (5) 11.8'I5" FLUSH LVL HEADER— I \ / I \ PEN T O \ / (5) 9.5" L HEADER � p in iT1177F11 z 3 12 I III WALK-IN _ ___ _ z w CLOSET FLAT CEILING v 7---- ---BA-,HROOM 15o p BEDROOM 4p O L� Q Q �O o \`�®® I a a �� N z I o O - �- ►- F- 1- BATH. 4 I v FLAT GEILIN V i I . o I I o Zj � m N MASTER _ -i _ _ O -i z o BEDROOM v N ® �j � (V ` I V N ® U 1 p� v v _ Z y U BEDROOM Q L N ® Q Q O WALK-IN v z WALK-IN LAUND1L--. •IGEILIN�� �� I CLOSET ' ROO SM/ O I I CLOSETX- POSfMuo H I . 11 1 �n � � � oLDBL "x4_POST — BL 2x44ER l i Q O O o SM/GO D 2 x4 P05T U BEARING WALL I - — — - — ATG ; 11 " (2)9.5 1VL FLU5Ff�lEIC- _ I — I — — , (?LEA PROJECT: � — — — — — t� BEARIN WALL H 2"xl0" 1 (2) 2"xl0" HEADER N� " z- WALK-IN O N (2) 2"xl0" HEADER- (2) 2"xl0" HEADER (2) 2'�x10" FLUSH__/ (2) 2"niC'�HEAD£R^- �(2) 2"xl0" ( % \ \ \ I O ( U-( HEADER HEADER O• CLOSET \\J� B L ETSAS SM/GO Q BATHROOM 2 RESIDENCE \ \ MASTER (� - \ \ ,I' 0 BATHROOM c 905 WILLOW DRIVE LL`? o EAST MARION, N.Y. 11939 \ x Q v j — O- BEDROOM 2 \ - N ® FLAT GEI ING N \ \ J IFLAT DRAWING TITLE: CEILING OPEN TO UP \\ PROPOSED STRUCTURAL PLAN BELOW \ \ \ (5) CIS" LVL FLUSH HEADER PAGE: a i DATE: 08/12/24 17 OF 19 . � r FROFOSEI�) SEOCNrl ) FLOOR STRUOTURAL PLAN 50ALE: 1/4" = 1'-0" OENEF;�AL E� ' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a i WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) /I NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J (D 5TL. WHEN APPLICABLE) I/ CY) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q c N WOOD FRAME (L.O. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. — "O .-- O NEW 2-HR FIRE RATED of U) r-o_ WOOD FRAME (L.O. 5TL. O O m Z O .0 CL WHEN APPLICABLE) X � CV 0 O O 4-+ ' c O mZ � C N O cz Q � a: b U •- d� +J m + �., U c •c { !D - N ® (V ® (V ® < r n D$L• R.R. ----- ------ -- -- � ��' — — — — — — — — — — L- - - - - - - - - - - - - - - - - - - - - - ) i aryl ry 2"xl0" R.R. 2"xl0" R.R. 2 x8 R.R. DBL. POST O �- \/ALLEY (ryi) 2"xl0" R.R. ® I6" O.G. I\ '! — - - — - - - - - - - - - - - - - - - - - - - - - 1I 2"xl0" R.R. Lu I ® I6" O.G. � � `•/'�_ '�- ^-''�.- �/` V y_/,_/�_./` ..-/`\---� - .n._/��../`•-�' ���,_ ' � �/�. ��,_ ^ti� /�-^. ., • �_./" Fn il> Ix 0 � z — — — — DBL. P05T TO - - - - - RIDGE (TYP) ® Fxl I I V DBL. POST TO O RID6E (TYP) 2"x10" R.R. I I Z (2) 2"xl2" RIDGE ® Ib" O.G. T— O V 1:12 I I O N Z DBL. POST TO O � V H � N >s r' RIDGE (TYP) N N I - ® (2) 2"xl2" RIDGE J Z V � o I (2) 2 xl2 RIDGE r � I � '� p 6 I I 2 x10 R.R. 1 i� DBL. POST TO ® Ib" O.G. ---- � RIDGE (TYP) M 2"xl2" RIDGE '1:12 I w c i c\v I O 10G� I I 0 L9s,, r a C) �.�J — — — p2) 2:,x1�" i I o �'�� �< o ''e} I I PROJECT: x v I B L ETSAS RESIDENCE '1:12 '1:12 op, 905 WILLOW DRIVE �O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ryo� — — — — — — — — — — — — — — — — — — — — — — — — � � - - - -— - - -- - - - - - - - - - - - - - - - o ®�� EAST MARION, N.Y. 11939 2"xe" R.R. I R• ® 16" O.G. ® 16,10.0. 2"X�6" o DRAWING TITLE: ® -- -- - I PROPOSED STRUCTURAL PLAN 110 - - - - — — — — — — — — — L•S PAGE: d) ,p \ ry S-104m0ml - - - - - - - - - - - - - - - - - - DATE: 08/12/24 18 OF 19 FROFOSE7) ROOF FRAMINO PLAN SCALE: 1/4" = I'-O" a Q LU UJ CD 4" FRE5H AIR VENT 0-) O J THROUGH ROOF 0 4 � I 3"1 I O O Z O a CD ---- -----2 --------- -r - --- 1- O OCV r--------- BATHROOM 2 O m Z C4 _ - O-------- -�-- - ------------ i N O Lr) _______T --I -- I I LAUNDRY j BATHROOM 4 1 BATHROOM 5 j l 1 Q 0 I I 1 i M. B,THROOMR i ROOM I I I ! ! i I I � � � OL. O ! I I ! I I 1 i I I I 1 I 2"1 1 I 1 2"1 1 I 2"1 1 I I 2"1 111 I I 1 21 2"1 I ! 21 1 1 21 1 1 1 21 12" 12 I I 1 I I I 1 „ I I I „ I 1 PROVIDE "ABESCO FP200 FR 1 1 I 1 1 2 I I 1 2 I I I 1 2 I ! EXPANDING FOAM" (OR EQUAL) Q 1 1 I 1 1 1 I I I I AT ALL PENETRATIONS IN FIRE 1 I 1 1 j l 1 RATED WALLS AND N H.C. 1 W.F• I I W FLOORS/GEILING5. PRODUCT 1LI_ 1 i 15HOWER 14 I CONFORMS TO ASTM E 814, I TUB _ 15HOWE� I- j r:2" ISHOWER 1- j 15HOWER 1 ! I _ J A5TM E 84, AND UL 1479 �— G.O. 2 2 2 3 2 3 1 2 3 G.O. - ! I --- �V2 21t ---_______ ---- T NOTE: ------ Iyy1 •— BATHROOM I I I I I ALL PLUMBING WORK 1 I I KITCHEN I I I I I SHALL CONFORM TO I I I ! POWDER ROOM 1 ,-rV�i-� 1 �, �-� -�-� -� ✓1- -. ✓ 1 --v_�- v� 1 I I ( I ! LOCAL PLUMBING GORE I O 12" ! 2"I „1 2"1 I • 11 1 2 1 1 2 1 1 2 1 GLEAN OUTIL �> 1 i 12 11 i i 3 i i AS REO'D ( r , LL I PROVIDE F.A.I. I- , 1_ ISHOWER 14, i i l I- " • DIN � ! n �� 3 v J G.O. Upin G.O. REG. ROOM BATHROOM 5 LAUNDRY 1 4" HOU5E ROOM MAIN DRAIN G.O. -1 2 1 2"r --- - , -- 211 2„I wASHER 1 2 411 SYSTEM TO 1G ATTIc/RooF 0) 1 1 2 I I (CONNECTION ONLY) 211 E.P. NOTE: w ALL PLUMBING +€ O LAUNDRY FUEL GAS WORK SHALL CONFORM FLUM 3 I NC RISER DRAIN / NASTE / VENT � TO LOCAL z �. PLUMBING GORE 4 0 O VERIFY SIZE FUEL GAS to 5GALE: NT5 V /H/ MANU. VERIFY SIZE N w/ MANU. ; PIPING PENETRATIONS: H cV I. PROVIDE "ABE500 FP200 FR DRYER EXPANDING FOAM" (OR EQUAL) w AT ALL PENETRATIONS AT WALLS AND FLOORS/GEILING5. U ( _ _ 2.PRODUCT CONFORMS TO ASTM E 00 (\> &4, A5TM E 54, AND UL 147Q (2)CEILING Z MOUNTED O HEATERS V LAUNDRY KITCHEN o Er LL VERIFY 51ZE N 0 ---- .-______ w/ MANU. N m 0 N O u w N 0 --- RANGE Q 0 H IL - -- __ DRYER m VERIFY SIZE v 00 ___- --_ w/MANU. -- - --- - GEN. QU uQj — GAS SUPPLY ) tM a• *o D_ 1)v EGH. - m ` 0 0 lU TO BURIED Q Q -m U o `� _ LAUNDRY m PROPANE o °O°------------------ VERIFY 51ZE C --- 1 - w/MANU. DRYER TANK /l PROJECT: I 1 N (CONNECTION ONLY) J O MASTER BATHROOM WATER LAUNDRY BATHROOM 4 BATHROOM 5 BATHROOM 2 WALL HUNG COMBINATION� B L ETSAS O ROOM I BOI LER/WATER NOTE: HEATER RESIDENCE I � ALL PLUNGING WORK ! SHALL CONFORM TO LOCAL PLUMBING CODE - qa qa l i 1 j Q i qa I i 1 qa 1 i 9< l i I v EGEND 905 WILLOW DRIVE X1 31 !� N.C. • I !� I Iv1 !� w.G. = 1 x1 !� N.C. _ �' I !� w.C. • OAS RISER - �jU� f_„`1� EAST MARION N.Y 11939 i •OI •O 1 4 z 1 x z1 O I dJ xl •O 21 dJ1 :O I ' HOT WATER ry1 1= iv1 1= SHOWER iv 1 1N m iv 1 IN iv i iv �I j, iv 1 IN m ryl 1. iv 1 I\ m - I 1= m I-------{ RADIANT FLOORS �I �I �I .N SHOWER \ \I N SHOWER \ N ivl .N SHOWER NI Q SUPPLY >I - I t WASHER -I � -1� I I 1 SCALE: NT5 TUB ---- i ---------- =---------1 - -----------J ----�_-----L=------- -L ' -----=--- --1=----------I ----- =---- =---------J GOLD WATER L._..__.._.._.._.._1._.._.._.._.._.._..Z.. ._.._.._.._I._.._.._..�.._.._.. _.._..L.._.._.._.L_.._.._.._ ti _%1 I----1-- _-_----_-- -- ___.1__..___.I_.._.._ .._..J.._.._.._..J �.._.._.._ 1SUPPLY DRAWING TITLE: --- - ----— -- v LAUNDRY KITCHEN j BATHROOM I POWDER ROOM PROVIDE "ABESGO FP200 FR PLUMBING RISER DIAGRAMS ROOM I EXPANDING FOAM" (OR EQUAL) O 1 AT ALL PENETRATIONS IN FIRE GAS RISER DIAGRAM IL 1 RATED WALLS AND IK 1 FLOORS/CEILINGS. PRODUCT 1 CONFORMS TO ASTM E 814, IL A5TM E 84, AND UL 147q Q 4 INTERIOR SHUT-OFF Q i i i i i i `° i 1 i 1 FOR HOSE B15 PAGE: I Iv 1 IU s1 v am - 1 prim (V I� Ni IQ SHOWER ry! :N ryl N NEW FREEZE PROOF HOSE BIB RADIANT 'FLOORS _ a r --_ I _I_ _ -I I w/VACUUM BREAK FASTENED I.___-- -- �- 10 MOL 0 0", L 1---------------------I__-i__________-1 J w/PIPE FASTENERS (PRECISE ----------,•-- --r--_--- ,-- ---------- �..-..-..__i r ._.._.. ..-..-.._.._.�_.._.._.._.L_--_---� — LOCATION T.B.D. IN FIELD -— I X 1 ! I- .._j.. CONSULT Vy/OWNER) w N i Iry i��tv i .,!\. ! N !N LAUNDRY MEGH. 1 1 0� 0 z l QQ DATE: 08/12/24 19 OF 19 w r;p"arz'Room 1 j- j I i- BATHROOM 5 1 I !- ROOM ROOM m 3 0 =1 To PRIVATE j i i i j i i j ! i � O j i WELL b4 i I i b4 I i b4 i_ �O oai ix oa ! c�a I to ZY d nl :N 13Q �Lu o SHOWER J m N ~ PLUMB I NC R 15ER SUFFLY 5GALE: NT5